HEC-RAS Version 3.1.3 May 2005 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X X X X X XXXXXXX X X X X X X XXXXXX X X XXXX X X XXXXXX XXXX X X X X X X X XXXX XXX XXXX X X X X XXXX X X X X X X XX X X X X XXXXXX X X X X X X XXXX X X XXXX X X XXXXX ******************************************************************************** PROJECT DATA Project Title: Diamond Bell_RAS Project File : DB_RAS.prj Run Date and Time: 10/10/2007 10:34:41 AM Project in English units ******************************************************************************** PLAN DATA Plan Title: Plan 04 Plan File : g:\07015\Calcs\Hydrology\RAS\DB_RAS.p04 Geometry Title: Reach Geometry 2 Geometry File : g:\07015\Calcs\Hydrology\RAS\DB_RAS.g03 Flow Title Flow File : Rating Profiles : g:\07015\Calcs\Hydrology\RAS\DB_RAS.f01 Plan Summary Information: Number of: Cross Sections = Culverts = Bridges = 154 0 0 Multiple Openings = Inline Structures = Lateral Structures = Computational Information Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations Maximum difference tolerance Flow tolerance factor Computation Options = = = = = 0.01 0.01 20 0.3 0.001 0 0 0 Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow ******************************************************************************** FLOW DATA Flow Title: Rating Profiles Flow File : g:\07015\Calcs\Hydrology\RAS\DB_RAS.f01 Flow Data (cfs) ************************************************************************************************************************************* **************************************** * River Reach RS * PF 1 PF 2 PF 3 PF 4 PF 5 PF 6 PF 7 PF 8 * * Reach #1 Reach-51 105 * 10 50 100 200 400 600 800 1200 * * Reach #10 Reach-19 1005 * 10 100 200 500 1000 2000 3000 4900 * * Reach #10 Reach-23-24-23 1005 * 10 100 200 500 1000 2000 3000 4850 * * Reach #10 Reach-23-24-24 1005 * 10 100 200 500 1000 2000 3000 4610 * * Reach #11 Reach-19-20-20 1105 * 10 100 200 400 700 1000 2000 3500 * * Reach #11 Reach-20-26-20 1105 * 10 100 200 500 1000 2000 5000 7420 * * Reach #11 Reach-20-26-26 1105 * 10 100 200 500 1000 2000 3000 6000 * * Reach #12 Reach-34-35-35 1205 * 10 100 200 500 1000 2000 3000 5700 * * Reach #12 Reach-35-36-35 1205 * 10 100 200 500 1000 2000 3000 5700 * * Reach #12 Reach-35-36-36 1205 * 10 100 200 500 1000 2000 3000 5700 * * Reach #12 Reach-36-37-36 1205 * 10 100 200 500 1000 2000 3000 5700 * * Reach #12 Reach-36-37-37 1205 * 10 100 200 500 1000 2000 3000 5700 * * Reach #13 Reach-38-39-38 1305 * 10 100 200 500 1000 2000 3000 5500 * * Reach #13 Reach-38-39-39 1305 * 10 100 200 500 1000 2000 3000 5500 * * Reach #13 Reach-39 1305 * 10 100 200 500 1000 2000 3000 5450 * * Reach #13 Reach-41-39 1305 * 10 100 200 500 1000 2000 3000 5500 * * Reach #13 Reach-41-68 1305 * 10 100 200 500 1000 2000 3000 5500 * * Reach 4000 * Reach 4000 * Reach 4000 * Reach 4000 * Reach 1500 * Reach 1500 * Reach 1500 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 #14 #14 #14 #14 #15 #15 #15 #16 #16 #16 #16 #16 #16 #16 #17 #17 #17 #17 #17 #18 #18 #18 #18 #18 #18 #18 Reach-7 1405 6000 9000 * Reach-8 1405 6000 9000 * Reach-9 1405 6000 9000 * Reach-10 1405 6000 9000 * Reach-6-7-6 1505 2000 3800 * Reach-6-7-7 1505 2000 3800 * Reach-7-11-7 1505 2000 3800 * Reach-15 1605 4000 7300 * Reach-16 1605 4000 7300 * Reach-16-17-16 1605 4000 7300 * Reach-16-17-17 1605 4000 7300 * Reach-17 1605 4000 7300 * Reach-18 1605 4000 7300 * Reach-19-20-19 1605 4000 7600 * Reach-7-11-11 1705 4000 6550 * Reach-11-12A 1705 4000 6550 * Reach-11-12-11 1705 4000 6550 * Reach-11-12-12 1705 4000 6550 * Reach-12A 1705 4000 6550 * Reach-61 1805 4000 5650 * Reach-60 1805 5000 9900 * Reach-59A 1805 5000 9900 * Reach-59 1805 5000 9900 * Reach-53A 1805 5000 9900 * Reach-52-53-53 1805 5000 9900 * Reach-52-53-52 1805 5000 9900 * * 10 100 500 1000 2000 * 10 100 500 1000 2000 * 10 100 500 1000 2000 * 10 100 500 1000 2000 * 10 100 500 800 1000 * 10 100 500 800 1000 * 10 100 500 800 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 800 * Reach 800 * Reach 2000 * Reach 2000 * Reach 800 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 * Reach 2000 #18 #2 #2 #2 #2 #2 #2 #2 #2 #2 #3 #3 #4 #4 #5 #5 #6 #6 #7 #7 #7 #7 #7 #7 #8 #8 Reach-2 1805 5000 9900 * Reach-3 205 3000 5800 * Reach-4 205 3000 5800 * Reach-5 205 3000 5800 * Reach-6 205 3000 5700 * Reach-64 205 3000 4800 * Reach-62A-6263 205 3000 5750 * Reach-62A-62 205 3000 5800 * Reach-62-63-62 205 3000 5500 * Reach-62-63-63 205 3000 5750 * Reach-65-66-65 305 3000 5400 * Reach-65-66-66 305 3000 5400 * Reach-65 405 1000 1650 * Reach-66 405 1000 1750 * Reach-48-50-50 505 3000 5720 * Reach-48-50-48 505 3000 5900 * Reach-38 605 1000 1550 * Reach-40 605 4000 5800 * Reach-11 705 4000 7350 * Reach-12 705 4000 7400 * Reach-31 705 3000 5500 * Reach-31-32-31 705 4000 7000 * Reach-34 705 3000 5150 * Reach-34-35-34 705 4000 7000 * Reach-28-30-28 805 5000 9680 * Reach-28-30-30 805 5000 10550 * * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 400 600 * 10 100 200 400 600 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 400 600 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * 10 100 200 500 1000 * Reach #8 Reach-30 805 * 10 100 200 500 1000 2000 5000 8800 * * Reach #8 Reach-30-32-2830805 * 10 100 200 500 1000 2000 5000 11550 * * Reach #8 Reach-30-32-32 805 * 10 100 200 500 1000 2000 5000 12000 * * Reach #8 Reach-31-32-32 805 * 10 100 200 500 1000 2000 5000 9500 * * Reach #8 Reach-32 805 * 10 100 200 500 1000 2000 5000 12000 * * Reach #9 Reach-13 905 * 10 100 500 1000 2000 5000 8000 11340 * * Reach #9 Reach-14 905 * 10 100 500 1000 2000 5000 8000 11380 * * Reach #9 Reach-24 905 * 10 100 200 500 1000 2000 4000 8200 * ************************************************************************************************************************************* **************************************** Boundary Conditions ******************************************************************************************************** * River Reach Profile * Upstream Downstream * ******************************************************************************************************** * Reach #1 Reach-51 PF 1 * Normal S = 0.0282 * * Reach #1 Reach-51 PF 2 * Normal S = 0.0282 * * Reach #1 Reach-51 PF 3 * Normal S = 0.0282 * * Reach #1 Reach-51 PF 4 * Normal S = 0.0282 * * Reach #1 Reach-51 PF 5 * Normal S = 0.0282 * * Reach #1 Reach-51 PF 6 * Normal S = 0.0282 * * Reach #1 Reach-51 PF 7 * Normal S = 0.0282 * * Reach #1 Reach-51 PF 8 * Normal S = 0.0282 * * Reach #10 Reach-19 PF 1 * Normal S = 0.0248 * * Reach #10 Reach-19 PF 2 * Normal S = 0.0248 * * Reach #10 Reach-19 PF 3 * Normal S = 0.0248 * * Reach #10 Reach-19 PF 4 * Normal S = 0.0248 * * Reach #10 Reach-19 PF 5 * Normal S = 0.0248 * * Reach #10 Reach-19 PF 6 * Normal S = 0.0248 * * Reach #10 Reach-19 PF 7 * Normal S = 0.0248 * * Reach #10 Reach-19 PF 8 * Normal S = 0.0248 * * Reach #10 Reach-23-24-23 PF 1 * Normal S = 0.0244 * * Reach #10 Reach-23-24-23 PF 2 * Normal S = 0.0244 * * Reach #10 Reach-23-24-23 PF 3 * Normal S = 0.0244 * * Reach #10 Reach-23-24-23 PF 4 * Normal S = 0.0244 * * Reach #10 Reach-23-24-23 PF 5 * Normal S = 0.0244 * * Reach #10 Reach-23-24-23 PF 6 * Normal S = 0.0244 * * Reach #10 Reach-23-24-23 PF 7 * Normal S = 0.0244 * * Reach #10 Reach-23-24-23 PF 8 * Normal S = 0.0244 * * Reach #10 Reach-23-24-24 PF 1 * Normal S = 0.0205 * * Reach #10 Reach-23-24-24 PF 2 * Normal S = 0.0205 * * Reach #10 Reach-23-24-24 PF 3 * Normal S = 0.0205 * * Reach #10 Reach-23-24-24 PF 4 * Normal S = 0.0205 * * Reach #10 Reach-23-24-24 PF 5 * Normal S = 0.0205 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #10 #10 #10 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #11 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 Reach-23-24-24 Reach-23-24-24 Reach-23-24-24 Reach-19-20-20 Reach-19-20-20 Reach-19-20-20 Reach-19-20-20 Reach-19-20-20 Reach-19-20-20 Reach-19-20-20 Reach-19-20-20 Reach-20-26-20 Reach-20-26-20 Reach-20-26-20 Reach-20-26-20 Reach-20-26-20 Reach-20-26-20 Reach-20-26-20 Reach-20-26-20 Reach-20-26-26 Reach-20-26-26 Reach-20-26-26 Reach-20-26-26 Reach-20-26-26 Reach-20-26-26 Reach-20-26-26 Reach-20-26-26 Reach-34-35-35 Reach-34-35-35 Reach-34-35-35 Reach-34-35-35 Reach-34-35-35 Reach-34-35-35 Reach-34-35-35 Reach-34-35-35 Reach-35-36-35 Reach-35-36-35 Reach-35-36-35 Reach-35-36-35 Reach-35-36-35 Reach-35-36-35 Reach-35-36-35 Reach-35-36-35 Reach-35-36-36 Reach-35-36-36 Reach-35-36-36 Reach-35-36-36 Reach-35-36-36 Reach-35-36-36 Reach-35-36-36 Reach-35-36-36 Reach-36-37-36 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal S = 0.0205 Normal S = 0.0205 Normal S = 0.0205 Normal S = 0.0046 Normal S = 0.0046 Normal S = 0.0046 Normal S = 0.0046 Normal S = 0.0046 Normal S = 0.0046 Normal S = 0.0046 Normal S = 0.0046 Normal S = 0.022 Normal S = 0.022 Normal S = 0.022 Normal S = 0.022 Normal S = 0.022 Normal S = 0.022 Normal S = 0.022 Normal S = 0.022 Normal S = 0.0139 Normal S = 0.0139 Normal S = 0.0139 Normal S = 0.0139 Normal S = 0.0139 Normal S = 0.0139 Normal S = 0.0139 Normal S = 0.0139 Normal S = 0.0282 Normal S = 0.0282 Normal S = 0.0282 Normal S = 0.0282 Normal S = 0.0282 Normal S = 0.0282 Normal S = 0.0282 Normal S = 0.0282 Normal S = 0.0359 Normal S = 0.0359 Normal S = 0.0359 Normal S = 0.0359 Normal S = 0.0359 Normal S = 0.0359 Normal S = 0.0359 Normal S = 0.0359 Normal S = 0.0372 Normal S = 0.0372 Normal S = 0.0372 Normal S = 0.0372 Normal S = 0.0372 Normal S = 0.0372 Normal S = 0.0372 Normal S = 0.0372 Normal S = 0.0286 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 #13 Reach-36-37-36 Reach-36-37-36 Reach-36-37-36 Reach-36-37-36 Reach-36-37-36 Reach-36-37-36 Reach-36-37-36 Reach-36-37-37 Reach-36-37-37 Reach-36-37-37 Reach-36-37-37 Reach-36-37-37 Reach-36-37-37 Reach-36-37-37 Reach-36-37-37 Reach-38-39-38 Reach-38-39-38 Reach-38-39-38 Reach-38-39-38 Reach-38-39-38 Reach-38-39-38 Reach-38-39-38 Reach-38-39-38 Reach-38-39-39 Reach-38-39-39 Reach-38-39-39 Reach-38-39-39 Reach-38-39-39 Reach-38-39-39 Reach-38-39-39 Reach-38-39-39 Reach-39 Reach-39 Reach-39 Reach-39 Reach-39 Reach-39 Reach-39 Reach-39 Reach-41-39 Reach-41-39 Reach-41-39 Reach-41-39 Reach-41-39 Reach-41-39 Reach-41-39 Reach-41-39 Reach-41-68 Reach-41-68 Reach-41-68 Reach-41-68 Reach-41-68 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.0286 0.0286 0.0286 0.0286 0.0286 0.0286 0.0286 0.0321 0.0321 0.0321 0.0321 0.0321 0.0321 0.0321 0.0321 0.0366 0.0366 0.0366 0.0366 0.0366 0.0366 0.0366 0.0366 0.0345 0.0345 0.0345 0.0345 0.0345 0.0345 0.0345 0.0345 0.0217 0.0217 0.0217 0.0217 0.0217 0.0217 0.0217 0.0217 0.0374 0.0374 0.0374 0.0374 0.0374 0.0374 0.0374 0.0374 0.0381 0.0381 0.0381 0.0381 0.0381 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #13 #13 #13 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #14 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 #15 Reach-41-68 Reach-41-68 Reach-41-68 Reach-7 Reach-7 Reach-7 Reach-7 Reach-7 Reach-7 Reach-7 Reach-7 Reach-8 Reach-8 Reach-8 Reach-8 Reach-8 Reach-8 Reach-8 Reach-8 Reach-9 Reach-9 Reach-9 Reach-9 Reach-9 Reach-9 Reach-9 Reach-9 Reach-10 Reach-10 Reach-10 Reach-10 Reach-10 Reach-10 Reach-10 Reach-10 Reach-6-7-6 Reach-6-7-6 Reach-6-7-6 Reach-6-7-6 Reach-6-7-6 Reach-6-7-6 Reach-6-7-6 Reach-6-7-6 Reach-6-7-7 Reach-6-7-7 Reach-6-7-7 Reach-6-7-7 Reach-6-7-7 Reach-6-7-7 Reach-6-7-7 Reach-6-7-7 Reach-7-11-7 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.0381 0.0381 0.0381 0.0339 0.0339 0.0339 0.0339 0.0339 0.0339 0.0339 0.0339 0.0338 0.0338 0.0338 0.0338 0.0338 0.0338 0.0338 0.0338 0.0365 0.0365 0.0365 0.0365 0.0365 0.0365 0.0365 0.0365 0.0336 0.0336 0.0336 0.0336 0.0336 0.0336 0.0336 0.0336 0.0311 0.0311 0.0311 0.0311 0.0311 0.0311 0.0311 0.0311 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0418 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #15 #15 #15 #15 #15 #15 #15 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 Reach-7-11-7 Reach-7-11-7 Reach-7-11-7 Reach-7-11-7 Reach-7-11-7 Reach-7-11-7 Reach-7-11-7 Reach-15 Reach-15 Reach-15 Reach-15 Reach-15 Reach-15 Reach-15 Reach-15 Reach-16 Reach-16 Reach-16 Reach-16 Reach-16 Reach-16 Reach-16 Reach-16 Reach-16-17-16 Reach-16-17-16 Reach-16-17-16 Reach-16-17-16 Reach-16-17-16 Reach-16-17-16 Reach-16-17-16 Reach-16-17-16 Reach-16-17-17 Reach-16-17-17 Reach-16-17-17 Reach-16-17-17 Reach-16-17-17 Reach-16-17-17 Reach-16-17-17 Reach-16-17-17 Reach-17 Reach-17 Reach-17 Reach-17 Reach-17 Reach-17 Reach-17 Reach-17 Reach-18 Reach-18 Reach-18 Reach-18 Reach-18 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.0418 0.0418 0.0418 0.0418 0.0418 0.0418 0.0418 0.0265 0.0265 0.0265 0.0265 0.0265 0.0265 0.0265 0.0265 0.0267 0.0267 0.0267 0.0267 0.0267 0.0267 0.0267 0.0267 0.0373 0.0373 0.0373 0.0373 0.0373 0.0373 0.0373 0.0373 0.0405 0.0405 0.0405 0.0405 0.0405 0.0405 0.0405 0.0405 0.0292 0.0292 0.0292 0.0292 0.0292 0.0292 0.0292 0.0292 0.0267 0.0267 0.0267 0.0267 0.0267 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #16 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #17 #18 Reach-18 Reach-18 Reach-18 Reach-19-20-19 Reach-19-20-19 Reach-19-20-19 Reach-19-20-19 Reach-19-20-19 Reach-19-20-19 Reach-19-20-19 Reach-19-20-19 Reach-7-11-11 Reach-7-11-11 Reach-7-11-11 Reach-7-11-11 Reach-7-11-11 Reach-7-11-11 Reach-7-11-11 Reach-7-11-11 Reach-11-12A Reach-11-12A Reach-11-12A Reach-11-12A Reach-11-12A Reach-11-12A Reach-11-12A Reach-11-12A Reach-11-12-11 Reach-11-12-11 Reach-11-12-11 Reach-11-12-11 Reach-11-12-11 Reach-11-12-11 Reach-11-12-11 Reach-11-12-11 Reach-11-12-12 Reach-11-12-12 Reach-11-12-12 Reach-11-12-12 Reach-11-12-12 Reach-11-12-12 Reach-11-12-12 Reach-11-12-12 Reach-12A Reach-12A Reach-12A Reach-12A Reach-12A Reach-12A Reach-12A Reach-12A Reach-61 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.0267 0.0267 0.0267 0.0239 0.0239 0.0239 0.0239 0.0239 0.0239 0.0239 0.0239 0.0368 0.0368 0.0368 0.0368 0.0368 0.0368 0.0368 0.0368 0.0302 0.0302 0.0302 0.0302 0.0302 0.0302 0.0302 0.0302 0.0424 0.0424 0.0424 0.0424 0.0424 0.0424 0.0424 0.0424 0.0391 0.0391 0.0391 0.0391 0.0391 0.0391 0.0391 0.0391 0.0352 0.0352 0.0352 0.0352 0.0352 0.0352 0.0352 0.0352 0.0059 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 Reach-61 Reach-61 Reach-61 Reach-61 Reach-61 Reach-61 Reach-61 Reach-60 Reach-60 Reach-60 Reach-60 Reach-60 Reach-60 Reach-60 Reach-60 Reach-59A Reach-59A Reach-59A Reach-59A Reach-59A Reach-59A Reach-59A Reach-59A Reach-59 Reach-59 Reach-59 Reach-59 Reach-59 Reach-59 Reach-59 Reach-59 Reach-53A Reach-53A Reach-53A Reach-53A Reach-53A Reach-53A Reach-53A Reach-53A Reach-52-53-53 Reach-52-53-53 Reach-52-53-53 Reach-52-53-53 Reach-52-53-53 Reach-52-53-53 Reach-52-53-53 Reach-52-53-53 Reach-52-53-52 Reach-52-53-52 Reach-52-53-52 Reach-52-53-52 Reach-52-53-52 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal S = 0.0059 Normal S = 0.0059 Normal S = 0.0059 Normal S = 0.0059 Normal S = 0.0059 Normal S = 0.0059 Normal S = 0.0059 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0704 Normal S = 0.0704 Normal S = 0.0704 Normal S = 0.0704 Normal S = 0.0704 Normal S = 0.0704 Normal S = 0.0704 Normal S = 0.0704 Normal S = 0.045 Normal S = 0.045 Normal S = 0.045 Normal S = 0.045 Normal S = 0.045 Normal S = 0.045 Normal S = 0.045 Normal S = 0.045 Normal S = 0.0326 Normal S = 0.0326 Normal S = 0.0326 Normal S = 0.0326 Normal S = 0.0326 Normal S = 0.0326 Normal S = 0.0326 Normal S = 0.0326 Normal S = 0.028 Normal S = 0.028 Normal S = 0.028 Normal S = 0.028 Normal S = 0.028 Normal S = 0.028 Normal S = 0.028 Normal S = 0.028 Normal S = 0.0285 Normal S = 0.0285 Normal S = 0.0285 Normal S = 0.0285 Normal S = 0.0285 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #18 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 Reach-52-53-52 Reach-52-53-52 Reach-52-53-52 Reach-2 Reach-2 Reach-2 Reach-2 Reach-2 Reach-2 Reach-2 Reach-2 Reach-3 Reach-3 Reach-3 Reach-3 Reach-3 Reach-3 Reach-3 Reach-3 Reach-4 Reach-4 Reach-4 Reach-4 Reach-4 Reach-4 Reach-4 Reach-4 Reach-5 Reach-5 Reach-5 Reach-5 Reach-5 Reach-5 Reach-5 Reach-5 Reach-6 Reach-6 Reach-6 Reach-6 Reach-6 Reach-6 Reach-6 Reach-6 Reach-64 Reach-64 Reach-64 Reach-64 Reach-64 Reach-64 Reach-64 Reach-64 Reach-62A-6263 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.0285 0.0285 0.0285 0.0268 0.0268 0.0268 0.0268 0.0268 0.0268 0.0268 0.0268 0.0275 0.0275 0.0275 0.0275 0.0275 0.0275 0.0275 0.0275 0.0279 0.0279 0.0279 0.0279 0.0279 0.0279 0.0279 0.0279 0.0285 0.0285 0.0285 0.0285 0.0285 0.0285 0.0285 0.0285 0.0302 0.0302 0.0302 0.0302 0.0302 0.0302 0.0302 0.0302 0.0148 0.0148 0.0148 0.0148 0.0148 0.0148 0.0148 0.0148 0.0294 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #2 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #4 #4 #4 #4 #4 Reach-62A-6263 Reach-62A-6263 Reach-62A-6263 Reach-62A-6263 Reach-62A-6263 Reach-62A-6263 Reach-62A-6263 Reach-62A-62 Reach-62A-62 Reach-62A-62 Reach-62A-62 Reach-62A-62 Reach-62A-62 Reach-62A-62 Reach-62A-62 Reach-62-63-62 Reach-62-63-62 Reach-62-63-62 Reach-62-63-62 Reach-62-63-62 Reach-62-63-62 Reach-62-63-62 Reach-62-63-62 Reach-62-63-63 Reach-62-63-63 Reach-62-63-63 Reach-62-63-63 Reach-62-63-63 Reach-62-63-63 Reach-62-63-63 Reach-62-63-63 Reach-65-66-65 Reach-65-66-65 Reach-65-66-65 Reach-65-66-65 Reach-65-66-65 Reach-65-66-65 Reach-65-66-65 Reach-65-66-65 Reach-65-66-66 Reach-65-66-66 Reach-65-66-66 Reach-65-66-66 Reach-65-66-66 Reach-65-66-66 Reach-65-66-66 Reach-65-66-66 Reach-65 Reach-65 Reach-65 Reach-65 Reach-65 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0294 Normal S = 0.0248 Normal S = 0.0248 Normal S = 0.0248 Normal S = 0.0248 Normal S = 0.0248 Normal S = 0.0248 Normal S = 0.0248 Normal S = 0.0248 Normal S = 0.0204 Normal S = 0.0204 Normal S = 0.0204 Normal S = 0.0204 Normal S = 0.0204 Normal S = 0.0204 Normal S = 0.0204 Normal S = 0.0204 Normal S = 0.0229 Normal S = 0.0229 Normal S = 0.0229 Normal S = 0.0229 Normal S = 0.0229 Normal S = 0.0229 Normal S = 0.0229 Normal S = 0.0229 Normal S = 0.0264 Normal S = 0.0264 Normal S = 0.0264 Normal S = 0.0264 Normal S = 0.0264 Normal S = 0.0264 Normal S = 0.0264 Normal S = 0.0264 Normal S = 0.027 Normal S = 0.027 Normal S = 0.027 Normal S = 0.027 Normal S = 0.027 Normal S = 0.027 Normal S = 0.027 Normal S = 0.027 Normal S = 0.0153 Normal S = 0.0153 Normal S = 0.0153 Normal S = 0.0153 Normal S = 0.0153 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #4 #4 #4 #4 #4 #4 #4 #4 #4 #4 #4 #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #7 #7 #7 #7 #7 #7 #7 #7 #7 Reach-65 Reach-65 Reach-65 Reach-66 Reach-66 Reach-66 Reach-66 Reach-66 Reach-66 Reach-66 Reach-66 Reach-48-50-50 Reach-48-50-50 Reach-48-50-50 Reach-48-50-50 Reach-48-50-50 Reach-48-50-50 Reach-48-50-50 Reach-48-50-50 Reach-48-50-48 Reach-48-50-48 Reach-48-50-48 Reach-48-50-48 Reach-48-50-48 Reach-48-50-48 Reach-48-50-48 Reach-48-50-48 Reach-38 Reach-38 Reach-38 Reach-38 Reach-38 Reach-38 Reach-38 Reach-38 Reach-40 Reach-40 Reach-40 Reach-40 Reach-40 Reach-40 Reach-40 Reach-40 Reach-11 Reach-11 Reach-11 Reach-11 Reach-11 Reach-11 Reach-11 Reach-11 Reach-12 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.0153 0.0153 0.0153 0.0177 0.0177 0.0177 0.0177 0.0177 0.0177 0.0177 0.0177 0.0142 0.0142 0.0142 0.0142 0.0142 0.0142 0.0142 0.0142 0.0157 0.0157 0.0157 0.0157 0.0157 0.0157 0.0157 0.0157 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0235 0.0235 0.0235 0.0235 0.0235 0.0235 0.0235 0.0235 0.0253 0.0253 0.0253 0.0253 0.0253 0.0253 0.0253 0.0253 0.0274 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #7 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 Reach-12 Reach-12 Reach-12 Reach-12 Reach-12 Reach-12 Reach-12 Reach-31 Reach-31 Reach-31 Reach-31 Reach-31 Reach-31 Reach-31 Reach-31 Reach-31-32-31 Reach-31-32-31 Reach-31-32-31 Reach-31-32-31 Reach-31-32-31 Reach-31-32-31 Reach-31-32-31 Reach-31-32-31 Reach-34 Reach-34 Reach-34 Reach-34 Reach-34 Reach-34 Reach-34 Reach-34 Reach-34-35-34 Reach-34-35-34 Reach-34-35-34 Reach-34-35-34 Reach-34-35-34 Reach-34-35-34 Reach-34-35-34 Reach-34-35-34 Reach-28-30-28 Reach-28-30-28 Reach-28-30-28 Reach-28-30-28 Reach-28-30-28 Reach-28-30-28 Reach-28-30-28 Reach-28-30-28 Reach-28-30-30 Reach-28-30-30 Reach-28-30-30 Reach-28-30-30 Reach-28-30-30 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal S = 0.0274 Normal S = 0.0274 Normal S = 0.0274 Normal S = 0.0274 Normal S = 0.0274 Normal S = 0.0274 Normal S = 0.0274 Normal S = 0.0124 Normal S = 0.0124 Normal S = 0.0124 Normal S = 0.0124 Normal S = 0.0124 Normal S = 0.0124 Normal S = 0.0124 Normal S = 0.0124 Normal S = 0.0215 Normal S = 0.0215 Normal S = 0.0215 Normal S = 0.0215 Normal S = 0.0215 Normal S = 0.0215 Normal S = 0.0215 Normal S = 0.0215 Normal S = 0.0108 Normal S = 0.0108 Normal S = 0.0108 Normal S = 0.0108 Normal S = 0.0108 Normal S = 0.0108 Normal S = 0.0108 Normal S = 0.0108 Normal S = 0.0217 Normal S = 0.0217 Normal S = 0.0217 Normal S = 0.0217 Normal S = 0.0217 Normal S = 0.0217 Normal S = 0.0217 Normal S = 0.0217 Normal S = 0.013 Normal S = 0.013 Normal S = 0.013 Normal S = 0.013 Normal S = 0.013 Normal S = 0.013 Normal S = 0.013 Normal S = 0.013 Normal S = 0.0154 Normal S = 0.0154 Normal S = 0.0154 Normal S = 0.0154 Normal S = 0.0154 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #9 #9 #9 #9 #9 #9 #9 #9 #9 Reach-28-30-30 PF Reach-28-30-30 PF Reach-28-30-30 PF Reach-30 PF Reach-30 PF Reach-30 PF Reach-30 PF Reach-30 PF Reach-30 PF Reach-30 PF Reach-30 PF Reach-30-32-2830PF Reach-30-32-2830PF Reach-30-32-2830PF Reach-30-32-2830PF Reach-30-32-2830PF Reach-30-32-2830PF Reach-30-32-2830PF Reach-30-32-2830PF Reach-30-32-32 PF Reach-30-32-32 PF Reach-30-32-32 PF Reach-30-32-32 PF Reach-30-32-32 PF Reach-30-32-32 PF Reach-30-32-32 PF Reach-30-32-32 PF Reach-31-32-32 PF Reach-31-32-32 PF Reach-31-32-32 PF Reach-31-32-32 PF Reach-31-32-32 PF Reach-31-32-32 PF Reach-31-32-32 PF Reach-31-32-32 PF Reach-32 PF Reach-32 PF Reach-32 PF Reach-32 PF Reach-32 PF Reach-32 PF Reach-32 PF Reach-32 PF Reach-13 PF Reach-13 PF Reach-13 PF Reach-13 PF Reach-13 PF Reach-13 PF Reach-13 PF Reach-13 PF Reach-14 PF 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal Normal S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.0154 0.0154 0.0154 0.0102 0.0102 0.0102 0.0102 0.0102 0.0102 0.0102 0.0102 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0203 0.0203 0.0203 0.0203 0.0203 0.0203 0.0203 0.0203 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0212 0.0212 0.0212 0.0212 0.0212 0.0212 0.0212 0.0212 0.0259 0.0259 0.0259 0.0259 0.0259 0.0259 0.0259 0.0259 0.0296 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #9 Reach-14 PF 2 * Normal S = 0.0296 * * Reach #9 Reach-14 PF 3 * Normal S = 0.0296 * * Reach #9 Reach-14 PF 4 * Normal S = 0.0296 * * Reach #9 Reach-14 PF 5 * Normal S = 0.0296 * * Reach #9 Reach-14 PF 6 * Normal S = 0.0296 * * Reach #9 Reach-14 PF 7 * Normal S = 0.0296 * * Reach #9 Reach-14 PF 8 * Normal S = 0.0296 * * Reach #9 Reach-24 PF 1 * Normal S = 0.0121 * * Reach #9 Reach-24 PF 2 * Normal S = 0.0121 * * Reach #9 Reach-24 PF 3 * Normal S = 0.0121 * * Reach #9 Reach-24 PF 4 * Normal S = 0.0121 * * Reach #9 Reach-24 PF 5 * Normal S = 0.0121 * * Reach #9 Reach-24 PF 6 * Normal S = 0.0121 * * Reach #9 Reach-24 PF 7 * Normal S = 0.0121 * * Reach #9 Reach-24 PF 8 * Normal S = 0.0121 * ******************************************************************************************************** ******************************************************************************** GEOMETRY DATA Geometry Title: Reach Geometry 2 Geometry File : g:\07015\Calcs\Hydrology\RAS\DB_RAS.g03 CROSS SECTION RIVER: Reach #1 REACH: Reach-51 RS: 105 INPUT Description: Station Elevation Data num= 15 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2790 131.32 2789 131.45 2789 138.08 2789 166.18 2789 202.25 2789 206.12 2789 206.2 2789 233.29 2789 283.58 2789 291.04 2788 326.19 2788 330.81 2789 335.61 2790 341.77 2790 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 341.77 .05 Bank Sta: Left 100 Right 341.77 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2788.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2788.21 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 7.69 * * * E.G. Slope (ft/ft) *0.015951 * Area (sq ft) * * 7.69 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 37.70 * Top Width (ft) * * 37.70 * * * Vel Total (ft/s) * 1.30 * Avg. Vel. (ft/s) * * 1.30 * * * Max Chl Dpth (ft) * 0.21 * Hydr. Depth (ft) * * 0.20 * * * Conv. Total (cfs) * 79.2 * Conv. (cfs) * * 79.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 37.74 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.26 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2788.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2788.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 19.45 * * * E.G. Slope (ft/ft) *0.020486 * Area (sq ft) * * 19.45 * * * Q Total (cfs) * 50.00 * Flow (cfs) * * 50.00 * * * Top Width (ft) * 41.30 * Top Width (ft) * * 41.30 * * * Vel Total (ft/s) * 2.57 * Avg. Vel. (ft/s) * * 2.57 * * * Max Chl Dpth (ft) * 0.51 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 349.3 * Conv. (cfs) * * 349.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 41.38 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.55 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2788.93 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2788.75 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 29.86 * * * E.G. Slope (ft/ft) *0.021538 * Area (sq ft) * * 29.86 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 44.24 * Top Width (ft) * * 44.24 * * * Vel Total (ft/s) * 3.35 * Avg. Vel. (ft/s) * * 3.35 * * * Max Chl Dpth (ft) * 0.75 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 681.4 * Conv. (cfs) * * 681.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 44.37 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.90 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.03 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2789.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 86.10 * * * E.G. Slope (ft/ft) *0.019763 * Area (sq ft) * * 86.10 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 207.46 * Top Width (ft) * * 207.46 * * * Vel Total (ft/s) * 2.32 * Avg. Vel. (ft/s) * * 2.32 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 1422.7 * Conv. (cfs) * * 1422.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 207.66 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.19 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2789.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 130.03 * * * E.G. Slope (ft/ft) *0.020974 * Area (sq ft) * * 130.03 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 214.98 * Top Width (ft) * * 214.98 * * * Vel Total (ft/s) * 3.08 * Avg. Vel. (ft/s) * * 3.08 * * * Max Chl Dpth (ft) * 1.43 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 2762.0 * Conv. (cfs) * * 2762.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 215.20 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.43 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2789.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.59 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 165.90 * * * E.G. Slope (ft/ft) *0.021731 * Area (sq ft) * * 165.90 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 220.92 * Top Width (ft) * * 220.92 * * * Vel Total (ft/s) * 3.62 * Avg. Vel. (ft/s) * * 3.62 * * * Max Chl Dpth (ft) * 1.59 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 4070.2 * Conv. (cfs) * * 4070.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 221.16 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 1.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.68 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2789.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.74 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 198.70 * * * E.G. Slope (ft/ft) *0.021853 * Area (sq ft) * * 198.70 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 226.22 * Top Width (ft) * * 226.22 * * * Vel Total (ft/s) * 4.03 * Avg. Vel. (ft/s) * * 4.03 * * * Max Chl Dpth (ft) * 1.74 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 5411.7 * Conv. (cfs) * * 5411.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 226.48 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 1.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.82 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2790.33 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 256.61 * * * E.G. Slope (ft/ft) *0.022091 * Area (sq ft) * * 256.61 * * * Q Total (cfs) * 1200.00 * Flow (cfs) * * 1200.00 * * * Top Width (ft) * 235.28 * Top Width (ft) * * 235.28 * * * Vel Total (ft/s) * 4.68 * Avg. Vel. (ft/s) * * 4.68 * * * Max Chl Dpth (ft) * 1.99 * Hydr. Depth (ft) * * 1.09 * * * Conv. Total (cfs) * 8073.7 * Conv. (cfs) * * 8073.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 235.58 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 1.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.03 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #1 REACH: Reach-51 RS: 100 INPUT Description: Station Elevation Data num= 15 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2790 131.32 2789 131.45 2789 138.08 2789 166.18 2789 202.25 2789 206.12 2789 206.2 2789 233.29 2789 283.58 2789 291.04 2788 326.19 2788 330.81 2789 335.61 2790 341.77 2790 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 341.77 .05 Bank Sta: Left 100 Right 341.77 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2788.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2788.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2788.14 * Flow Area (sq ft) * * 6.46 * * * E.G. Slope (ft/ft) *0.028192 * Area (sq ft) * * 6.46 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 37.30 * Top Width (ft) * * 37.30 * * * Vel Total (ft/s) * 1.55 * Avg. Vel. (ft/s) * * 1.55 * * * Max Chl Dpth (ft) * 0.18 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 59.6 * Conv. (cfs) * * 59.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 37.33 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.47 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2788.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2788.46 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2788.39 * Flow Area (sq ft) * * 17.57 * * * E.G. Slope (ft/ft) *0.028195 * Area (sq ft) * * 17.57 * * * Q Total (cfs) * 50.00 * Flow (cfs) * * 50.00 * * * Top Width (ft) * 40.74 * Top Width (ft) * * 40.74 * * * Vel Total (ft/s) * 2.84 * Avg. Vel. (ft/s) * * 2.84 * * * Max Chl Dpth (ft) * 0.46 * Hydr. Depth (ft) * * 0.43 * * * Conv. Total (cfs) * 297.8 * Conv. (cfs) * * 297.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 40.83 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2788.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2788.70 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2788.61 * Flow Area (sq ft) * * 27.36 * * * E.G. Slope (ft/ft) *0.028214 * Area (sq ft) * * 27.36 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 43.55 * Top Width (ft) * * 43.55 * * * Vel Total (ft/s) * 3.65 * Avg. Vel. (ft/s) * * 3.65 * * * Max Chl Dpth (ft) * 0.70 * Hydr. Depth (ft) * * 0.63 * * * Conv. Total (cfs) * 595.3 * Conv. (cfs) * * 595.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 43.67 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2789.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2789.10 * Flow Area (sq ft) * * 77.12 * * * E.G. Slope (ft/ft) *0.028244 * Area (sq ft) * * 77.12 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 205.89 * Top Width (ft) * * 205.89 * * * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.59 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 1190.1 * Conv. (cfs) * * 1190.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 206.09 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.71 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2789.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.38 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2789.28 * Flow Area (sq ft) * * 118.49 * * * E.G. Slope (ft/ft) *0.028250 * Area (sq ft) * * 118.49 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 213.03 * Top Width (ft) * * 213.03 * * * Vel Total (ft/s) * 3.38 * Avg. Vel. (ft/s) * * 3.38 * * * Max Chl Dpth (ft) * 1.37 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 2379.9 * Conv. (cfs) * * 2379.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 213.24 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 0.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.31 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2789.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.53 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2789.45 * Flow Area (sq ft) * * 152.80 * * * E.G. Slope (ft/ft) *0.028213 * Area (sq ft) * * 152.80 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 218.77 * Top Width (ft) * * 218.77 * * * Vel Total (ft/s) * 3.93 * Avg. Vel. (ft/s) * * 3.93 * * * Max Chl Dpth (ft) * 1.53 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 3572.1 * Conv. (cfs) * * 3572.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 219.00 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 1.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.83 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2789.97 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.67 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2789.57 * Flow Area (sq ft) * * 183.21 * * * E.G. Slope (ft/ft) *0.028222 * Area (sq ft) * * 183.21 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 223.73 * Top Width (ft) * * 223.73 * * * Vel Total (ft/s) * 4.37 * Avg. Vel. (ft/s) * * 4.37 * * * Max Chl Dpth (ft) * 1.67 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 4762.1 * Conv. (cfs) * * 4762.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 223.99 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 1.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.29 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2790.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2789.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2789.81 * Flow Area (sq ft) * * 237.26 * * * E.G. Slope (ft/ft) *0.028203 * Area (sq ft) * * 237.26 * * * Q Total (cfs) * 1200.00 * Flow (cfs) * * 1200.00 * * * Top Width (ft) * 232.29 * Top Width (ft) * * 232.29 * * * Vel Total (ft/s) * 5.06 * Avg. Vel. (ft/s) * * 5.06 * * * Max Chl Dpth (ft) * 1.91 * Hydr. Depth (ft) * * 1.02 * * * Conv. Total (cfs) * 7145.5 * Conv. (cfs) * * 7145.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 232.58 * * * Min Ch El (ft) * 2788.00 * Shear (lb/sq ft) * * 1.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.08 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #10 REACH: Reach-19 RS: 1005 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 150.35 2649 171.67 2648 190.23 2647 194.56 2647 215.86 2647 222.53 2646 246.16 2645 253.67 2645 297.98 2646 317.81 2647 323.7 2648 333.34 2649 458.87 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 458.87 .05 Bank Sta: Left 100 Right 458.87 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2645.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.36 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 7.05 * * * E.G. Slope (ft/ft) *0.016989 * Area (sq ft) * * 7.05 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 31.86 * Top Width (ft) * * 31.86 * * * Vel Total (ft/s) * 1.42 * Avg. Vel. (ft/s) * * 1.42 * * * Max Chl Dpth (ft) * 0.36 * Hydr. Depth (ft) * * 0.22 * * * Conv. Total (cfs) * 76.7 * Conv. (cfs) * * 76.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 31.87 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.33 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2646.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.94 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 36.86 * * * E.G. Slope (ft/ft) *0.020044 * Area (sq ft) * * 36.86 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 71.17 * Top Width (ft) * * 71.17 * * * Vel Total (ft/s) * 2.71 * Avg. Vel. (ft/s) * * 2.71 * * * Max Chl Dpth (ft) * 0.94 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 706.3 * Conv. (cfs) * * 706.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 71.20 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.76 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2646.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 58.52 * * * E.G. Slope (ft/ft) *0.020491 * Area (sq ft) * * 58.52 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 81.21 * Top Width (ft) * * 81.21 * * * Vel Total (ft/s) * 3.42 * Avg. Vel. (ft/s) * * 3.42 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 1397.2 * Conv. (cfs) * * 1397.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 81.27 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.15 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.77 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 107.48 * * * E.G. Slope (ft/ft) *0.021071 * Area (sq ft) * * 107.48 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 95.87 * Top Width (ft) * * 95.87 * * * Vel Total (ft/s) * 4.65 * Avg. Vel. (ft/s) * * 4.65 * * * Max Chl Dpth (ft) * 1.77 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 3444.5 * Conv. (cfs) * * 3444.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 95.98 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.85 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2647.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.44 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 188.61 * * * E.G. Slope (ft/ft) *0.021089 * Area (sq ft) * * 188.61 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 138.32 * Top Width (ft) * * 138.32 * * * Vel Total (ft/s) * 5.30 * Avg. Vel. (ft/s) * * 5.30 * * * Max Chl Dpth (ft) * 2.44 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 6886.1 * Conv. (cfs) * * 6886.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 138.51 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.51 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 301.23 * * * E.G. Slope (ft/ft) *0.021206 * Area (sq ft) * * 301.23 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 158.27 * Top Width (ft) * * 158.27 * * * Vel Total (ft/s) * 6.64 * Avg. Vel. (ft/s) * * 6.64 * * * Max Chl Dpth (ft) * 3.20 * Hydr. Depth (ft) * * 1.90 * * * Conv. Total (cfs) * 13734.2 * Conv. (cfs) * * 13734.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 158.52 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.70 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 404.64 * * * E.G. Slope (ft/ft) *0.020768 * Area (sq ft) * * 404.64 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 177.34 * Top Width (ft) * * 177.34 * * * Vel Total (ft/s) * 7.41 * Avg. Vel. (ft/s) * * 7.41 * * * Max Chl Dpth (ft) * 3.82 * Hydr. Depth (ft) * * 2.28 * * * Conv. Total (cfs) * 20817.5 * Conv. (cfs) * * 20817.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 177.65 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.89 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.74 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2650.01 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 710.09 * * * E.G. Slope (ft/ft) *0.021732 * Area (sq ft) * * 710.09 * * * Q Total (cfs) * 4900.00 * Flow (cfs) * * 4900.00 * * * Top Width (ft) * 358.87 * Top Width (ft) * * 358.87 * * * Vel Total (ft/s) * 6.90 * Avg. Vel. (ft/s) * * 6.90 * * * Max Chl Dpth (ft) * 5.00 * Hydr. Depth (ft) * * 1.98 * * * Conv. Total (cfs) * 33238.9 * Conv. (cfs) * * 33238.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.21 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.51 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #10 REACH: Reach-19 RS: 1000 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 150.35 2649 171.67 2648 190.23 2647 194.56 2647 215.86 2647 222.53 2646 246.16 2645 253.67 2645 297.98 2646 317.81 2647 323.7 2648 333.34 2649 458.87 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 458.87 .05 Bank Sta: Left Right Coeff Contr. Expan. 100 458.87 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2645.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.33 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2645.26 * Flow Area (sq ft) * * 6.14 * * * E.G. Slope (ft/ft) *0.024783 * Area (sq ft) * * 6.14 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.84 * Top Width (ft) * * 29.84 * * * Vel Total (ft/s) * 1.63 * Avg. Vel. (ft/s) * * 1.63 * * * Max Chl Dpth (ft) * 0.33 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 63.5 * Conv. (cfs) * * 63.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 29.85 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2646.03 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2645.78 * Flow Area (sq ft) * * 34.02 * * * E.G. Slope (ft/ft) *0.024848 * Area (sq ft) * * 34.02 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 68.40 * Top Width (ft) * * 68.40 * * * Vel Total (ft/s) * 2.94 * Avg. Vel. (ft/s) * * 2.94 * * * Max Chl Dpth (ft) * 0.90 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 634.4 * Conv. (cfs) * * 634.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 68.43 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.27 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2646.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.05 * Flow Area (sq ft) * * 54.94 * * * E.G. Slope (ft/ft) *0.024805 * Area (sq ft) * * 54.94 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 80.04 * Top Width (ft) * * 80.04 * * * Vel Total (ft/s) * 3.64 * Avg. Vel. (ft/s) * * 3.64 * * * Max Chl Dpth (ft) * 1.17 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 1269.9 * Conv. (cfs) * * 1269.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 80.09 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.87 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.56 * Flow Area (sq ft) * * 101.63 * * * E.G. Slope (ft/ft) *0.024815 * Area (sq ft) * * 101.63 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 94.24 * Top Width (ft) * * 94.24 * * * Vel Total (ft/s) * 4.92 * Avg. Vel. (ft/s) * * 4.92 * * * Max Chl Dpth (ft) * 1.71 * Hydr. Depth (ft) * * 1.08 * * * Conv. Total (cfs) * 3174.1 * Conv. (cfs) * * 3174.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 94.34 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.21 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2647.85 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.23 * Flow Area (sq ft) * * 178.67 * * * E.G. Slope (ft/ft) *0.024826 * Area (sq ft) * * 178.67 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 136.56 * Top Width (ft) * * 136.56 * * * Vel Total (ft/s) * 5.60 * Avg. Vel. (ft/s) * * 5.60 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 6346.7 * Conv. (cfs) * * 6346.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 136.73 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.03 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.34 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.76 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.96 * Flow Area (sq ft) * * 284.98 * * * E.G. Slope (ft/ft) *0.024824 * Area (sq ft) * * 284.98 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 155.05 * Top Width (ft) * * 155.05 * * * Vel Total (ft/s) * 7.02 * Avg. Vel. (ft/s) * * 7.02 * * * Max Chl Dpth (ft) * 3.10 * Hydr. Depth (ft) * * 1.84 * * * Conv. Total (cfs) * 12693.8 * Conv. (cfs) * * 12693.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 155.30 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.96 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.97 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.68 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.56 * Flow Area (sq ft) * * 379.71 * * * E.G. Slope (ft/ft) *0.024823 * Area (sq ft) * * 379.71 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 172.94 * Top Width (ft) * * 172.94 * * * Vel Total (ft/s) * 7.90 * Avg. Vel. (ft/s) * * 7.90 * * * Max Chl Dpth (ft) * 3.68 * Hydr. Depth (ft) * * 2.20 * * * Conv. Total (cfs) * 19041.1 * Conv. (cfs) * * 19041.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 173.23 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 3.40 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.88 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2649.71 * Flow Area (sq ft) * * 665.43 * * * E.G. Slope (ft/ft) *0.024830 * Area (sq ft) * * 665.43 * * * Q Total (cfs) * 4900.00 * Flow (cfs) * * 4900.00 * * * Top Width (ft) * 337.14 * Top Width (ft) * * 337.14 * * * Vel Total (ft/s) * 7.36 * Avg. Vel. (ft/s) * * 7.36 * * * Max Chl Dpth (ft) * 4.88 * Hydr. Depth (ft) * * 1.97 * * * Conv. Total (cfs) * 31096.2 * Conv. (cfs) * * 31096.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 337.47 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 3.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #10 REACH: Reach-23-24-23 RS: 1005 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 150.35 2649 171.67 2648 190.23 2647 194.56 2647 215.86 2647 222.53 2646 246.16 2645 253.67 2645 297.98 2646 317.81 2647 323.7 2648 333.34 2649 458.87 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 458.87 .05 Bank Sta: Left 100 Right 458.87 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2645.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.36 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 7.07 * * * E.G. Slope (ft/ft) *0.016888 * Area (sq ft) * * 7.07 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 31.89 * Top Width (ft) * * 31.89 * * * Vel Total (ft/s) * 1.41 * Avg. Vel. (ft/s) * * 1.41 * * * Max Chl Dpth (ft) * 0.36 * Hydr. Depth (ft) * * 0.22 * * * Conv. Total (cfs) * 77.0 * Conv. (cfs) * * 77.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 31.90 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.33 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2646.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.94 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 37.00 * * * E.G. Slope (ft/ft) *0.019843 * Area (sq ft) * * 37.00 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 71.30 * Top Width (ft) * * 71.30 * * * Vel Total (ft/s) * 2.70 * Avg. Vel. (ft/s) * * 2.70 * * * Max Chl Dpth (ft) * 0.94 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 709.9 * Conv. (cfs) * * 709.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 71.33 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.74 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2646.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 58.66 * * * E.G. Slope (ft/ft) *0.020345 * Area (sq ft) * * 58.66 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 81.26 * Top Width (ft) * * 81.26 * * * Vel Total (ft/s) * 3.41 * Avg. Vel. (ft/s) * * 3.41 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 1402.2 * Conv. (cfs) * * 1402.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 81.31 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.12 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.77 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 107.86 * * * E.G. Slope (ft/ft) *0.020858 * Area (sq ft) * * 107.86 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 95.97 * Top Width (ft) * * 95.97 * * * Vel Total (ft/s) * 4.64 * Avg. Vel. (ft/s) * * 4.64 * * * Max Chl Dpth (ft) * 1.77 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 3462.1 * Conv. (cfs) * * 3462.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 96.08 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.78 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2647.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.44 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 188.61 * * * E.G. Slope (ft/ft) *0.021089 * Area (sq ft) * * 188.61 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 138.32 * Top Width (ft) * * 138.32 * * * Vel Total (ft/s) * 5.30 * Avg. Vel. (ft/s) * * 5.30 * * * Max Chl Dpth (ft) * 2.44 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 6886.1 * Conv. (cfs) * * 6886.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 138.51 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.51 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.21 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 302.12 * * * E.G. Slope (ft/ft) *0.021029 * Area (sq ft) * * 302.12 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 158.44 * Top Width (ft) * * 158.44 * * * Vel Total (ft/s) * 6.62 * Avg. Vel. (ft/s) * * 6.62 * * * Max Chl Dpth (ft) * 3.21 * Hydr. Depth (ft) * * 1.91 * * * Conv. Total (cfs) * 13791.7 * Conv. (cfs) * * 13791.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 158.70 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.55 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 405.50 * * * E.G. Slope (ft/ft) *0.020644 * Area (sq ft) * * 405.50 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 177.49 * Top Width (ft) * * 177.49 * * * Vel Total (ft/s) * 7.40 * Avg. Vel. (ft/s) * * 7.40 * * * Max Chl Dpth (ft) * 3.82 * Hydr. Depth (ft) * * 2.28 * * * Conv. Total (cfs) * 20879.9 * Conv. (cfs) * * 20879.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 177.80 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.75 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.73 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 705.98 * * * E.G. Slope (ft/ft) *0.021609 * Area (sq ft) * * 705.98 * * * Q Total (cfs) * 4850.00 * Flow (cfs) * * 4850.00 * * * Top Width (ft) * 357.67 * Top Width (ft) * * 357.67 * * * Vel Total (ft/s) * 6.87 * Avg. Vel. (ft/s) * * 6.87 * * * Max Chl Dpth (ft) * 4.99 * Hydr. Depth (ft) * * 1.97 * * * Conv. Total (cfs) * 32992.8 * Conv. (cfs) * * 32992.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 358.00 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.28 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #10 REACH: Reach-23-24-23 RS: 1000 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 150.35 2649 171.67 2648 190.23 2647 194.56 2647 215.86 2647 222.53 2646 246.16 2645 253.67 2645 297.98 2646 317.81 2647 323.7 2648 333.34 2649 458.87 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 458.87 .05 Bank Sta: Left 100 Right 458.87 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2645.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.33 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2645.26 * Flow Area (sq ft) * * 6.17 * * * E.G. Slope (ft/ft) *0.024388 * Area (sq ft) * * 6.17 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.92 * Top Width (ft) * * 29.92 * * * Vel Total (ft/s) * 1.62 * Avg. Vel. (ft/s) * * 1.62 * * * Max Chl Dpth (ft) * 0.33 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 64.0 * Conv. (cfs) * * 64.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 29.93 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2646.03 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2645.78 * Flow Area (sq ft) * * 34.25 * * * E.G. Slope (ft/ft) *0.024396 * Area (sq ft) * * 34.25 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 68.63 * Top Width (ft) * * 68.63 * * * Vel Total (ft/s) * 2.92 * Avg. Vel. (ft/s) * * 2.92 * * * Max Chl Dpth (ft) * 0.90 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 640.2 * Conv. (cfs) * * 640.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 68.66 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2646.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.05 * Flow Area (sq ft) * * 55.21 * * * E.G. Slope (ft/ft) *0.024434 * Area (sq ft) * * 55.21 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 80.13 * Top Width (ft) * * 80.13 * * * Vel Total (ft/s) * 3.62 * Avg. Vel. (ft/s) * * 3.62 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 1279.5 * Conv. (cfs) * * 1279.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 80.18 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.57 * Flow Area (sq ft) * * 102.21 * * * E.G. Slope (ft/ft) *0.024408 * Area (sq ft) * * 102.21 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 94.40 * Top Width (ft) * * 94.40 * * * Vel Total (ft/s) * 4.89 * Avg. Vel. (ft/s) * * 4.89 * * * Max Chl Dpth (ft) * 1.72 * Hydr. Depth (ft) * * 1.08 * * * Conv. Total (cfs) * 3200.4 * Conv. (cfs) * * 3200.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 94.50 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2647.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.23 * Flow Area (sq ft) * * 179.64 * * * E.G. Slope (ft/ft) *0.024424 * Area (sq ft) * * 179.64 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 136.73 * Top Width (ft) * * 136.73 * * * Vel Total (ft/s) * 5.57 * Avg. Vel. (ft/s) * * 5.57 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 6398.7 * Conv. (cfs) * * 6398.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 136.90 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.00 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.76 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.96 * Flow Area (sq ft) * * 286.61 * * * E.G. Slope (ft/ft) *0.024425 * Area (sq ft) * * 286.61 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 155.38 * Top Width (ft) * * 155.38 * * * Vel Total (ft/s) * 6.98 * Avg. Vel. (ft/s) * * 6.98 * * * Max Chl Dpth (ft) * 3.11 * Hydr. Depth (ft) * * 1.84 * * * Conv. Total (cfs) * 12797.1 * Conv. (cfs) * * 12797.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 155.63 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.96 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.69 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.56 * Flow Area (sq ft) * * 381.91 * * * E.G. Slope (ft/ft) *0.024424 * Area (sq ft) * * 381.91 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 173.33 * Top Width (ft) * * 173.33 * * * Vel Total (ft/s) * 7.86 * Avg. Vel. (ft/s) * * 7.86 * * * Max Chl Dpth (ft) * 3.69 * Hydr. Depth (ft) * * 2.20 * * * Conv. Total (cfs) * 19196.1 * Conv. (cfs) * * 19196.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 173.63 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 3.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.35 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.83 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2649.69 * Flow Area (sq ft) * * 663.87 * * * E.G. Slope (ft/ft) *0.024438 * Area (sq ft) * * 663.87 * * * Q Total (cfs) * 4850.00 * Flow (cfs) * * 4850.00 * * * Top Width (ft) * 336.33 * Top Width (ft) * * 336.33 * * * Vel Total (ft/s) * 7.31 * Avg. Vel. (ft/s) * * 7.31 * * * Max Chl Dpth (ft) * 4.87 * Hydr. Depth (ft) * * 1.97 * * * Conv. Total (cfs) * 31024.7 * Conv. (cfs) * * 31024.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 336.66 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 3.01 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #10 REACH: Reach-23-24-24 RS: 1005 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 150.35 2649 171.67 2648 190.23 2647 194.56 2647 215.86 2647 222.53 2646 246.16 2645 253.67 2645 297.98 2646 317.81 2647 323.7 2648 333.34 2649 458.87 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 458.87 .05 Bank Sta: Left 100 Right 458.87 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2645.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 7.36 * * * E.G. Slope (ft/ft) *0.015144 * Area (sq ft) * * 7.36 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 32.51 * Top Width (ft) * * 32.51 * * * Vel Total (ft/s) * 1.36 * Avg. Vel. (ft/s) * * 1.36 * * * Max Chl Dpth (ft) * 0.37 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 81.3 * Conv. (cfs) * * 81.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 32.52 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.29 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2646.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.96 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 38.67 * * * E.G. Slope (ft/ft) *0.017632 * Area (sq ft) * * 38.67 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 72.88 * Top Width (ft) * * 72.88 * * * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.59 * * * Max Chl Dpth (ft) * 0.96 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 753.1 * Conv. (cfs) * * 753.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 72.91 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.51 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2646.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.25 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 61.07 * * * E.G. Slope (ft/ft) *0.018018 * Area (sq ft) * * 61.07 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 82.04 * Top Width (ft) * * 82.04 * * * Vel Total (ft/s) * 3.27 * Avg. Vel. (ft/s) * * 3.27 * * * Max Chl Dpth (ft) * 1.25 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 1490.0 * Conv. (cfs) * * 1490.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 82.10 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.74 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 112.22 * * * E.G. Slope (ft/ft) *0.018581 * Area (sq ft) * * 112.22 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 97.17 * Top Width (ft) * * 97.17 * * * Vel Total (ft/s) * 4.46 * Avg. Vel. (ft/s) * * 4.46 * * * Max Chl Dpth (ft) * 1.82 * Hydr. Depth (ft) * * 1.15 * * * Conv. Total (cfs) * 3668.0 * Conv. (cfs) * * 3668.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 97.28 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.96 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2647.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.49 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 196.04 * * * E.G. Slope (ft/ft) *0.018775 * Area (sq ft) * * 196.04 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 139.63 * Top Width (ft) * * 139.63 * * * Vel Total (ft/s) * 5.10 * Avg. Vel. (ft/s) * * 5.10 * * * Max Chl Dpth (ft) * 2.49 * Hydr. Depth (ft) * * 1.40 * * * Conv. Total (cfs) * 7298.1 * Conv. (cfs) * * 7298.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 139.82 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.38 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.91 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.27 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 312.87 * * * E.G. Slope (ft/ft) *0.019046 * Area (sq ft) * * 312.87 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 160.53 * Top Width (ft) * * 160.53 * * * Vel Total (ft/s) * 6.39 * Avg. Vel. (ft/s) * * 6.39 * * * Max Chl Dpth (ft) * 3.27 * Hydr. Depth (ft) * * 1.95 * * * Conv. Total (cfs) * 14491.9 * Conv. (cfs) * * 14491.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 160.79 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.79 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.80 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.89 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 417.18 * * * E.G. Slope (ft/ft) *0.019066 * Area (sq ft) * * 417.18 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 179.52 * Top Width (ft) * * 179.52 * * * Vel Total (ft/s) * 7.19 * Avg. Vel. (ft/s) * * 7.19 * * * Max Chl Dpth (ft) * 3.89 * Hydr. Depth (ft) * * 2.32 * * * Conv. Total (cfs) * 21726.7 * Conv. (cfs) * * 21726.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 179.83 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.86 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.66 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2650.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 709.39 * * * E.G. Slope (ft/ft) *0.019299 * Area (sq ft) * * 709.39 * * * Q Total (cfs) * 4610.00 * Flow (cfs) * * 4610.00 * * * Top Width (ft) * 358.87 * Top Width (ft) * * 358.87 * * * Vel Total (ft/s) * 6.50 * Avg. Vel. (ft/s) * * 6.50 * * * Max Chl Dpth (ft) * 5.00 * Hydr. Depth (ft) * * 1.98 * * * Conv. Total (cfs) * 33184.5 * Conv. (cfs) * * 33184.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.21 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.38 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.46 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #10 REACH: Reach-23-24-24 RS: 1000 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 150.35 2649 171.67 2648 190.23 2647 194.56 2647 215.86 2647 222.53 2646 246.16 2645 253.67 2645 297.98 2646 317.81 2647 323.7 2648 333.34 2649 458.87 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 458.87 .05 Bank Sta: Left 100 Right 458.87 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2645.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2645.26 * Flow Area (sq ft) * * 6.58 * * * E.G. Slope (ft/ft) *0.020509 * Area (sq ft) * * 6.58 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 30.83 * Top Width (ft) * * 30.83 * * * Vel Total (ft/s) * 1.52 * Avg. Vel. (ft/s) * * 1.52 * * * Max Chl Dpth (ft) * 0.34 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 69.8 * Conv. (cfs) * * 69.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 30.84 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.42 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2646.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2645.93 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2645.78 * Flow Area (sq ft) * * 36.53 * * * E.G. Slope (ft/ft) *0.020531 * Area (sq ft) * * 36.53 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 70.86 * Top Width (ft) * * 70.86 * * * Vel Total (ft/s) * 2.74 * Avg. Vel. (ft/s) * * 2.74 * * * Max Chl Dpth (ft) * 0.93 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 697.9 * Conv. (cfs) * * 697.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 70.89 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2646.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.05 * Flow Area (sq ft) * * 58.50 * * * E.G. Slope (ft/ft) *0.020512 * Area (sq ft) * * 58.50 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 81.21 * Top Width (ft) * * 81.21 * * * Vel Total (ft/s) * 3.42 * Avg. Vel. (ft/s) * * 3.42 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 1396.4 * Conv. (cfs) * * 1396.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 81.26 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.78 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.56 * Flow Area (sq ft) * * 108.49 * * * E.G. Slope (ft/ft) *0.020504 * Area (sq ft) * * 108.49 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 96.15 * Top Width (ft) * * 96.15 * * * Vel Total (ft/s) * 4.61 * Avg. Vel. (ft/s) * * 4.61 * * * Max Chl Dpth (ft) * 1.78 * Hydr. Depth (ft) * * 1.13 * * * Conv. Total (cfs) * 3491.8 * Conv. (cfs) * * 3491.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 96.26 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.65 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2647.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.23 * Flow Area (sq ft) * * 190.36 * * * E.G. Slope (ft/ft) *0.020508 * Area (sq ft) * * 190.36 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 138.64 * Top Width (ft) * * 138.64 * * * Vel Total (ft/s) * 5.25 * Avg. Vel. (ft/s) * * 5.25 * * * Max Chl Dpth (ft) * 2.45 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 6982.9 * Conv. (cfs) * * 6982.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 138.82 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 1.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.67 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.96 * Flow Area (sq ft) * * 304.76 * * * E.G. Slope (ft/ft) *0.020518 * Area (sq ft) * * 304.76 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 158.95 * Top Width (ft) * * 158.95 * * * Vel Total (ft/s) * 6.56 * Avg. Vel. (ft/s) * * 6.56 * * * Max Chl Dpth (ft) * 3.22 * Hydr. Depth (ft) * * 1.92 * * * Conv. Total (cfs) * 13962.5 * Conv. (cfs) * * 13962.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 159.21 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.09 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.56 * Flow Area (sq ft) * * 406.50 * * * E.G. Slope (ft/ft) *0.020502 * Area (sq ft) * * 406.50 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 177.67 * Top Width (ft) * * 177.67 * * * Vel Total (ft/s) * 7.38 * Avg. Vel. (ft/s) * * 7.38 * * * Max Chl Dpth (ft) * 3.83 * Hydr. Depth (ft) * * 2.29 * * * Conv. Total (cfs) * 20951.9 * Conv. (cfs) * * 20951.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 177.97 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.58 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.69 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2649.57 * Flow Area (sq ft) * * 689.15 * * * E.G. Slope (ft/ft) *0.020501 * Area (sq ft) * * 689.15 * * * Q Total (cfs) * 4610.00 * Flow (cfs) * * 4610.00 * * * Top Width (ft) * 349.29 * Top Width (ft) * * 349.29 * * * Vel Total (ft/s) * 6.69 * Avg. Vel. (ft/s) * * 6.69 * * * Max Chl Dpth (ft) * 4.95 * Hydr. Depth (ft) * * 1.97 * * * Conv. Total (cfs) * 32196.6 * Conv. (cfs) * * 32196.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 349.63 * * * Min Ch El (ft) * 2645.00 * Shear (lb/sq ft) * * 2.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.88 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #11 REACH: Reach-19-20-20 RS: 1105 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 129.99 2649 148.65 2649 150.71 2649 163.06 2649 164.72 2649 212.43 2648 250.79 2647 268.37 2647 344.62 2647 375.87 2647 375.98 2647 386.47 2646 398.47 2646 426.15 2647 430.42 2647 462.29 2647 500.19 2648 542.53 2649 606.23 2650 607.97 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 607.97 .05 Bank Sta: Left 100 Right 607.97 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2646.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.49 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 10.42 * * * E.G. Slope (ft/ft) *0.004405 * Area (sq ft) * * 10.42 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 30.65 * Top Width (ft) * * 30.65 * * * Vel Total (ft/s) * 0.96 * Avg. Vel. (ft/s) * * 0.96 * * * Max Chl Dpth (ft) * 0.49 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 150.7 * Conv. (cfs) * * 150.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 30.68 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2647.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 93.19 * * * E.G. Slope (ft/ft) *0.004422 * Area (sq ft) * * 93.19 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 232.82 * Top Width (ft) * * 232.82 * * * Vel Total (ft/s) * 1.07 * Avg. Vel. (ft/s) * * 1.07 * * * Max Chl Dpth (ft) * 1.28 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 1503.8 * Conv. (cfs) * * 1503.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 232.89 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.12 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2647.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.49 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 144.66 * * * E.G. Slope (ft/ft) *0.004469 * Area (sq ft) * * 144.66 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 249.11 * Top Width (ft) * * 249.11 * * * Vel Total (ft/s) * 1.38 * Avg. Vel. (ft/s) * * 1.38 * * * Max Chl Dpth (ft) * 1.49 * Hydr. Depth (ft) * * 0.58 * * * Conv. Total (cfs) * 2991.8 * Conv. (cfs) * * 2991.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 249.19 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.22 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.81 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 226.77 * * * E.G. Slope (ft/ft) *0.004516 * Area (sq ft) * * 226.77 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 273.09 * Top Width (ft) * * 273.09 * * * Vel Total (ft/s) * 1.76 * Avg. Vel. (ft/s) * * 1.76 * * * Max Chl Dpth (ft) * 1.81 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 5952.4 * Conv. (cfs) * * 5952.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 273.18 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.41 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2648.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 330.17 * * * E.G. Slope (ft/ft) *0.004537 * Area (sq ft) * * 330.17 * * * Q Total (cfs) * 700.00 * Flow (cfs) * * 700.00 * * * Top Width (ft) * 302.84 * Top Width (ft) * * 302.84 * * * Vel Total (ft/s) * 2.12 * Avg. Vel. (ft/s) * * 2.12 * * * Max Chl Dpth (ft) * 2.17 * Hydr. Depth (ft) * * 1.09 * * * Conv. Total (cfs) * 10391.8 * Conv. (cfs) * * 10391.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 302.94 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.65 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 422.68 * * * E.G. Slope (ft/ft) *0.004543 * Area (sq ft) * * 422.68 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 329.20 * Top Width (ft) * * 329.20 * * * Vel Total (ft/s) * 2.37 * Avg. Vel. (ft/s) * * 2.37 * * * Max Chl Dpth (ft) * 2.46 * Hydr. Depth (ft) * * 1.28 * * * Conv. Total (cfs) * 14835.9 * Conv. (cfs) * * 14835.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 329.30 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.86 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.24 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 715.63 * * * E.G. Slope (ft/ft) *0.004557 * Area (sq ft) * * 715.63 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 435.12 * Top Width (ft) * * 435.12 * * * Vel Total (ft/s) * 2.79 * Avg. Vel. (ft/s) * * 2.79 * * * Max Chl Dpth (ft) * 3.24 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 29627.0 * Conv. (cfs) * * 29627.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 435.24 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.31 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1061.54 * * * E.G. Slope (ft/ft) *0.004562 * Area (sq ft) * * 1061.54 * * * Q Total (cfs) * 3500.00 * Flow (cfs) * * 3500.00 * * * Top Width (ft) * 504.13 * Top Width (ft) * * 504.13 * * * Vel Total (ft/s) * 3.30 * Avg. Vel. (ft/s) * * 3.30 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.11 * * * Conv. Total (cfs) * 51817.9 * Conv. (cfs) * * 51817.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 504.26 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.98 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #11 REACH: Reach-19-20-20 INPUT RS: 1100 Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 129.99 2649 148.65 2649 150.71 2649 163.06 2649 164.72 2649 212.43 2648 250.79 2647 268.37 2647 344.62 2647 375.87 2647 375.98 2647 386.47 2646 398.47 2646 426.15 2647 430.42 2647 462.29 2647 500.19 2648 542.53 2649 606.23 2650 607.97 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 607.97 .05 Bank Sta: Left 100 Right 607.97 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2646.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.24 * Flow Area (sq ft) * * 10.25 * * * E.G. Slope (ft/ft) *0.004603 * Area (sq ft) * * 10.25 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 30.44 * Top Width (ft) * * 30.44 * * * Vel Total (ft/s) * 0.98 * Avg. Vel. (ft/s) * * 0.98 * * * Max Chl Dpth (ft) * 0.48 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 147.4 * Conv. (cfs) * * 147.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 30.47 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2647.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.04 * Flow Area (sq ft) * * 91.99 * * * E.G. Slope (ft/ft) *0.004606 * Area (sq ft) * * 91.99 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 232.43 * Top Width (ft) * * 232.43 * * * Vel Total (ft/s) * 1.09 * Avg. Vel. (ft/s) * * 1.09 * * * Max Chl Dpth (ft) * 1.27 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 1473.5 * Conv. (cfs) * * 1473.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 232.50 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.12 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2647.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.49 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.15 * Flow Area (sq ft) * * 143.33 * * * E.G. Slope (ft/ft) *0.004599 * Area (sq ft) * * 143.33 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 248.70 * Top Width (ft) * * 248.70 * * * Vel Total (ft/s) * 1.40 * Avg. Vel. (ft/s) * * 1.40 * * * Max Chl Dpth (ft) * 1.49 * Hydr. Depth (ft) * * 0.58 * * * Conv. Total (cfs) * 2949.1 * Conv. (cfs) * * 2949.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 248.78 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.23 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.85 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.33 * Flow Area (sq ft) * * 225.30 * * * E.G. Slope (ft/ft) *0.004605 * Area (sq ft) * * 225.30 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 272.68 * Top Width (ft) * * 272.68 * * * Vel Total (ft/s) * 1.78 * Avg. Vel. (ft/s) * * 1.78 * * * Max Chl Dpth (ft) * 1.80 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 5894.3 * Conv. (cfs) * * 5894.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 272.77 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.42 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2648.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.55 * Flow Area (sq ft) * * 328.47 * * * E.G. Slope (ft/ft) *0.004606 * Area (sq ft) * * 328.47 * * * Q Total (cfs) * 700.00 * Flow (cfs) * * 700.00 * * * Top Width (ft) * 302.34 * Top Width (ft) * * 302.34 * * * Vel Total (ft/s) * 2.13 * Avg. Vel. (ft/s) * * 2.13 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.09 * * * Conv. Total (cfs) * 10314.3 * Conv. (cfs) * * 10314.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 302.43 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.46 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.70 * Flow Area (sq ft) * * 420.83 * * * E.G. Slope (ft/ft) *0.004601 * Area (sq ft) * * 420.83 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 328.70 * Top Width (ft) * * 328.70 * * * Vel Total (ft/s) * 2.38 * Avg. Vel. (ft/s) * * 2.38 * * * Max Chl Dpth (ft) * 2.45 * Hydr. Depth (ft) * * 1.28 * * * Conv. Total (cfs) * 14743.1 * Conv. (cfs) * * 14743.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 328.80 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.87 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.17 * Flow Area (sq ft) * * 713.08 * * * E.G. Slope (ft/ft) *0.004604 * Area (sq ft) * * 713.08 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 434.57 * Top Width (ft) * * 434.57 * * * Vel Total (ft/s) * 2.80 * Avg. Vel. (ft/s) * * 2.80 * * * Max Chl Dpth (ft) * 3.24 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 29476.2 * Conv. (cfs) * * 29476.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 434.69 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.97 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.71 * Flow Area (sq ft) * * 1058.46 * * * E.G. Slope (ft/ft) *0.004600 * Area (sq ft) * * 1058.46 * * * Q Total (cfs) * 3500.00 * Flow (cfs) * * 3500.00 * * * Top Width (ft) * 503.55 * Top Width (ft) * * 503.55 * * * Vel Total (ft/s) * 3.31 * Avg. Vel. (ft/s) * * 3.31 * * * Max Chl Dpth (ft) * 3.97 * Hydr. Depth (ft) * * 2.10 * * * Conv. Total (cfs) * 51607.0 * Conv. (cfs) * * 51607.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 503.69 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.00 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #11 REACH: Reach-20-26-20 RS: 1105 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 129.99 2649 148.65 2649 150.71 2649 163.06 2649 164.72 2649 212.43 2648 250.79 2647 268.37 2647 344.62 2647 375.87 2647 375.98 2647 386.47 2646 398.47 2646 426.15 2647 430.42 2647 462.29 2647 500.19 2648 542.53 2649 606.23 2650 607.97 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 607.97 .05 Bank Sta: Left 100 Right 607.97 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2646.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.35 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.52 * * * E.G. Slope (ft/ft) *0.016319 * Area (sq ft) * * 6.52 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 25.33 * Top Width (ft) * * 25.33 * * * Vel Total (ft/s) * 1.53 * Avg. Vel. (ft/s) * * 1.53 * * * Max Chl Dpth (ft) * 0.35 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 78.3 * Conv. (cfs) * * 78.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 25.35 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.40 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2647.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 62.18 * * * E.G. Slope (ft/ft) *0.016030 * Area (sq ft) * * 62.18 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 222.43 * Top Width (ft) * * 222.43 * * * Vel Total (ft/s) * 1.61 * Avg. Vel. (ft/s) * * 1.61 * * * Max Chl Dpth (ft) * 1.14 * Hydr. Depth (ft) * * 0.28 * * * Conv. Total (cfs) * 789.8 * Conv. (cfs) * * 789.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 222.50 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.45 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2647.35 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 94.10 * * * E.G. Slope (ft/ft) *0.017154 * Area (sq ft) * * 94.10 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 233.12 * Top Width (ft) * * 233.12 * * * Vel Total (ft/s) * 2.13 * Avg. Vel. (ft/s) * * 2.13 * * * Max Chl Dpth (ft) * 1.28 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 1527.0 * Conv. (cfs) * * 1527.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 233.19 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 165.17 * * * E.G. Slope (ft/ft) *0.018553 * Area (sq ft) * * 165.17 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 255.31 * Top Width (ft) * * 255.31 * * * Vel Total (ft/s) * 3.03 * Avg. Vel. (ft/s) * * 3.03 * * * Max Chl Dpth (ft) * 1.57 * Hydr. Depth (ft) * * 0.65 * * * Conv. Total (cfs) * 3670.8 * Conv. (cfs) * * 3670.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 255.39 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.27 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2648.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.92 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 256.95 * * * E.G. Slope (ft/ft) *0.019366 * Area (sq ft) * * 256.95 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 281.39 * Top Width (ft) * * 281.39 * * * Vel Total (ft/s) * 3.89 * Avg. Vel. (ft/s) * * 3.89 * * * Max Chl Dpth (ft) * 1.92 * Hydr. Depth (ft) * * 0.91 * * * Conv. Total (cfs) * 7185.9 * Conv. (cfs) * * 7185.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 281.48 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.30 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 410.68 * * * E.G. Slope (ft/ft) *0.019737 * Area (sq ft) * * 410.68 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 325.90 * Top Width (ft) * * 325.90 * * * Vel Total (ft/s) * 4.87 * Avg. Vel. (ft/s) * * 4.87 * * * Max Chl Dpth (ft) * 2.42 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 14236.0 * Conv. (cfs) * * 14236.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 326.01 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.56 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2650.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 810.16 * * * E.G. Slope (ft/ft) *0.019992 * Area (sq ft) * * 810.16 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 455.02 * Top Width (ft) * * 455.02 * * * Vel Total (ft/s) * 6.17 * Avg. Vel. (ft/s) * * 6.17 * * * Max Chl Dpth (ft) * 3.45 * Hydr. Depth (ft) * * 1.78 * * * Conv. Total (cfs) * 35362.8 * Conv. (cfs) * * 35362.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 455.14 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 2.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.71 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.75 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2650.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1070.66 * * * E.G. Slope (ft/ft) *0.020017 * Area (sq ft) * * 1070.66 * * * Q Total (cfs) * 7420.00 * Flow (cfs) * * 7420.00 * * * Top Width (ft) * 505.82 * Top Width (ft) * * 505.82 * * * Vel Total (ft/s) * 6.93 * Avg. Vel. (ft/s) * * 6.93 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.12 * * * Conv. Total (cfs) * 52444.9 * Conv. (cfs) * * 52444.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 505.96 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 2.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.33 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #11 REACH: Reach-20-26-20 RS: 1100 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 129.99 2649 148.65 2649 150.71 2649 163.06 2649 164.72 2649 212.43 2648 250.79 2647 268.37 2647 344.62 2647 375.87 2647 375.98 2647 386.47 2646 398.47 2646 426.15 2647 430.42 2647 462.29 2647 500.19 2648 542.53 2649 606.23 2650 607.97 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 607.97 .05 Bank Sta: Left 100 Right 607.97 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2646.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.32 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.24 * Flow Area (sq ft) * * 5.86 * * * E.G. Slope (ft/ft) *0.022002 * Area (sq ft) * * 5.86 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 24.32 * Top Width (ft) * * 24.32 * * * Vel Total (ft/s) * 1.71 * Avg. Vel. (ft/s) * * 1.71 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.24 * * * Conv. Total (cfs) * 67.4 * Conv. (cfs) * * 67.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 24.34 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.56 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2647.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.04 * Flow Area (sq ft) * * 56.34 * * * E.G. Slope (ft/ft) *0.021999 * Area (sq ft) * * 56.34 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 220.42 * Top Width (ft) * * 220.42 * * * Vel Total (ft/s) * 1.77 * Avg. Vel. (ft/s) * * 1.77 * * * Max Chl Dpth (ft) * 1.12 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 674.2 * Conv. (cfs) * * 674.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 220.49 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.62 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2647.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.14 * Flow Area (sq ft) * * 86.96 * * * E.G. Slope (ft/ft) *0.022012 * Area (sq ft) * * 86.96 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 230.77 * Top Width (ft) * * 230.77 * * * Vel Total (ft/s) * 2.30 * Avg. Vel. (ft/s) * * 2.30 * * * Max Chl Dpth (ft) * 1.25 * Hydr. Depth (ft) * * 0.38 * * * Conv. Total (cfs) * 1348.0 * Conv. (cfs) * * 1348.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 230.84 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.54 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.41 * Flow Area (sq ft) * * 156.24 * * * E.G. Slope (ft/ft) *0.022017 * Area (sq ft) * * 156.24 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 252.63 * Top Width (ft) * * 252.63 * * * Vel Total (ft/s) * 3.20 * Avg. Vel. (ft/s) * * 3.20 * * * Max Chl Dpth (ft) * 1.54 * Hydr. Depth (ft) * * 0.62 * * * Conv. Total (cfs) * 3369.7 * Conv. (cfs) * * 3369.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 252.71 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2648.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.88 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.71 * Flow Area (sq ft) * * 246.16 * * * E.G. Slope (ft/ft) *0.022034 * Area (sq ft) * * 246.16 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 278.45 * Top Width (ft) * * 278.45 * * * Vel Total (ft/s) * 4.06 * Avg. Vel. (ft/s) * * 4.06 * * * Max Chl Dpth (ft) * 1.88 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 6736.8 * Conv. (cfs) * * 6736.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 278.54 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.94 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.38 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.18 * Flow Area (sq ft) * * 395.43 * * * E.G. Slope (ft/ft) *0.022004 * Area (sq ft) * * 395.43 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 321.66 * Top Width (ft) * * 321.66 * * * Vel Total (ft/s) * 5.06 * Avg. Vel. (ft/s) * * 5.06 * * * Max Chl Dpth (ft) * 2.38 * Hydr. Depth (ft) * * 1.23 * * * Conv. Total (cfs) * 13482.8 * Conv. (cfs) * * 13482.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 321.76 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.54 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2650.03 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.39 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2649.19 * Flow Area (sq ft) * * 783.22 * * * E.G. Slope (ft/ft) *0.022012 * Area (sq ft) * * 783.22 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 449.44 * Top Width (ft) * * 449.44 * * * Vel Total (ft/s) * 6.38 * Avg. Vel. (ft/s) * * 6.38 * * * Max Chl Dpth (ft) * 3.39 * Hydr. Depth (ft) * * 1.74 * * * Conv. Total (cfs) * 33701.0 * Conv. (cfs) * * 33701.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 449.56 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 2.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.28 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.80 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2649.70 * Flow Area (sq ft) * * 1034.84 * * * E.G. Slope (ft/ft) *0.022028 * Area (sq ft) * * 1034.84 * * * Q Total (cfs) * 7420.00 * Flow (cfs) * * 7420.00 * * * Top Width (ft) * 499.14 * Top Width (ft) * * 499.14 * * * Vel Total (ft/s) * 7.17 * Avg. Vel. (ft/s) * * 7.17 * * * Max Chl Dpth (ft) * 3.92 * Hydr. Depth (ft) * * 2.07 * * * Conv. Total (cfs) * 49994.3 * Conv. (cfs) * * 49994.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 499.28 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 2.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #11 REACH: Reach-20-26-26 RS: 1105 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 129.99 2649 148.65 2649 150.71 2649 163.06 2649 164.72 2649 212.43 2648 250.79 2647 268.37 2647 344.62 2647 375.87 2647 375.98 2647 386.47 2646 398.47 2646 426.15 2647 430.42 2647 462.29 2647 500.19 2648 542.53 2649 606.23 2650 607.97 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 607.97 .05 Bank Sta: Left 100 Right 607.97 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2646.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.38 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 7.35 * * * E.G. Slope (ft/ft) *0.011626 * Area (sq ft) * * 7.35 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 26.56 * Top Width (ft) * * 26.56 * * * Vel Total (ft/s) * 1.36 * Avg. Vel. (ft/s) * * 1.36 * * * Max Chl Dpth (ft) * 0.38 * Hydr. Depth (ft) * * 0.28 * * * Conv. Total (cfs) * 92.7 * Conv. (cfs) * * 92.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 26.58 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.27 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2647.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 68.89 * * * E.G. Slope (ft/ft) *0.011546 * Area (sq ft) * * 68.89 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 224.72 * Top Width (ft) * * 224.72 * * * Vel Total (ft/s) * 1.45 * Avg. Vel. (ft/s) * * 1.45 * * * Max Chl Dpth (ft) * 1.17 * Hydr. Depth (ft) * * 0.31 * * * Conv. Total (cfs) * 930.7 * Conv. (cfs) * * 930.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 224.79 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.32 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2647.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 104.99 * * * E.G. Slope (ft/ft) *0.012147 * Area (sq ft) * * 104.99 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 236.65 * Top Width (ft) * * 236.65 * * * Vel Total (ft/s) * 1.90 * Avg. Vel. (ft/s) * * 1.90 * * * Max Chl Dpth (ft) * 1.33 * Hydr. Depth (ft) * * 0.44 * * * Conv. Total (cfs) * 1814.7 * Conv. (cfs) * * 1814.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 236.73 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.64 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 186.81 * * * E.G. Slope (ft/ft) *0.012718 * Area (sq ft) * * 186.81 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 261.69 * Top Width (ft) * * 261.69 * * * Vel Total (ft/s) * 2.68 * Avg. Vel. (ft/s) * * 2.68 * * * Max Chl Dpth (ft) * 1.66 * Hydr. Depth (ft) * * 0.71 * * * Conv. Total (cfs) * 4433.6 * Conv. (cfs) * * 4433.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 261.78 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.52 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2648.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.04 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 293.52 * * * E.G. Slope (ft/ft) *0.013042 * Area (sq ft) * * 293.52 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 291.74 * Top Width (ft) * * 291.74 * * * Vel Total (ft/s) * 3.41 * Avg. Vel. (ft/s) * * 3.41 * * * Max Chl Dpth (ft) * 2.04 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 8756.5 * Conv. (cfs) * * 8756.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 291.83 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.82 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.79 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 472.04 * * * E.G. Slope (ft/ft) *0.013255 * Area (sq ft) * * 472.04 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 342.44 * Top Width (ft) * * 342.44 * * * Vel Total (ft/s) * 4.24 * Avg. Vel. (ft/s) * * 4.24 * * * Max Chl Dpth (ft) * 2.61 * Hydr. Depth (ft) * * 1.38 * * * Conv. Total (cfs) * 17371.6 * Conv. (cfs) * * 17371.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 342.54 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.83 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.10 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 653.51 * * * E.G. Slope (ft/ft) *0.013303 * Area (sq ft) * * 653.51 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 421.53 * Top Width (ft) * * 421.53 * * * Vel Total (ft/s) * 4.59 * Avg. Vel. (ft/s) * * 4.59 * * * Max Chl Dpth (ft) * 3.10 * Hydr. Depth (ft) * * 1.55 * * * Conv. Total (cfs) * 26010.6 * Conv. (cfs) * * 26010.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 421.65 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.91 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.47 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1060.55 * * * E.G. Slope (ft/ft) *0.013442 * Area (sq ft) * * 1060.55 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 503.94 * Top Width (ft) * * 503.94 * * * Vel Total (ft/s) * 5.66 * Avg. Vel. (ft/s) * * 5.66 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.10 * * * Conv. Total (cfs) * 51750.3 * Conv. (cfs) * * 51750.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 504.08 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.99 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #11 REACH: Reach-20-26-26 RS: 1100 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2650 129.99 2649 148.65 2649 150.71 2649 163.06 2649 164.72 2649 212.43 2648 250.79 2647 268.37 2647 344.62 2647 375.87 2647 375.98 2647 386.47 2646 398.47 2646 426.15 2647 430.42 2647 462.29 2647 500.19 2648 542.53 2649 606.23 2650 607.97 2650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 607.97 .05 Bank Sta: Left 100 Right 607.97 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2646.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2646.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2646.24 * Flow Area (sq ft) * * 6.90 * * * E.G. Slope (ft/ft) *0.013906 * Area (sq ft) * * 6.90 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 25.89 * Top Width (ft) * * 25.89 * * * Vel Total (ft/s) * 1.45 * Avg. Vel. (ft/s) * * 1.45 * * * Max Chl Dpth (ft) * 0.36 * Hydr. Depth (ft) * * 0.27 * * * Conv. Total (cfs) * 84.8 * Conv. (cfs) * * 84.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 25.92 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.33 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2647.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.04 * Flow Area (sq ft) * * 65.01 * * * E.G. Slope (ft/ft) *0.013900 * Area (sq ft) * * 65.01 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 223.40 * Top Width (ft) * * 223.40 * * * Vel Total (ft/s) * 1.54 * Avg. Vel. (ft/s) * * 1.54 * * * Max Chl Dpth (ft) * 1.16 * Hydr. Depth (ft) * * 0.29 * * * Conv. Total (cfs) * 848.2 * Conv. (cfs) * * 848.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 223.47 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.39 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2647.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.15 * Flow Area (sq ft) * * 100.56 * * * E.G. Slope (ft/ft) *0.013914 * Area (sq ft) * * 100.56 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 235.22 * Top Width (ft) * * 235.22 * * * Vel Total (ft/s) * 1.99 * Avg. Vel. (ft/s) * * 1.99 * * * Max Chl Dpth (ft) * 1.31 * Hydr. Depth (ft) * * 0.43 * * * Conv. Total (cfs) * 1695.6 * Conv. (cfs) * * 1695.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 235.29 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2647.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2647.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.41 * Flow Area (sq ft) * * 181.46 * * * E.G. Slope (ft/ft) *0.013901 * Area (sq ft) * * 181.46 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 260.13 * Top Width (ft) * * 260.13 * * * Vel Total (ft/s) * 2.76 * Avg. Vel. (ft/s) * * 2.76 * * * Max Chl Dpth (ft) * 1.64 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 4240.9 * Conv. (cfs) * * 4240.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 260.21 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2648.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.02 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2647.70 * Flow Area (sq ft) * * 287.13 * * * E.G. Slope (ft/ft) *0.013908 * Area (sq ft) * * 287.13 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 289.76 * Top Width (ft) * * 289.76 * * * Vel Total (ft/s) * 3.48 * Avg. Vel. (ft/s) * * 3.48 * * * Max Chl Dpth (ft) * 2.02 * Hydr. Depth (ft) * * 0.99 * * * Conv. Total (cfs) * 8479.5 * Conv. (cfs) * * 8479.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 289.85 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.00 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2648.87 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2648.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.17 * Flow Area (sq ft) * * 464.20 * * * E.G. Slope (ft/ft) *0.013903 * Area (sq ft) * * 464.20 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 340.37 * Top Width (ft) * * 340.37 * * * Vel Total (ft/s) * 4.31 * Avg. Vel. (ft/s) * * 4.31 * * * Max Chl Dpth (ft) * 2.58 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 16962.0 * Conv. (cfs) * * 16962.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 340.47 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.10 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2649.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2648.56 * Flow Area (sq ft) * * 643.56 * * * E.G. Slope (ft/ft) *0.013903 * Area (sq ft) * * 643.56 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 419.31 * Top Width (ft) * * 419.31 * * * Vel Total (ft/s) * 4.66 * Avg. Vel. (ft/s) * * 4.66 * * * Max Chl Dpth (ft) * 3.07 * Hydr. Depth (ft) * * 1.53 * * * Conv. Total (cfs) * 25442.9 * Conv. (cfs) * * 25442.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 419.43 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.21 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2650.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2649.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2649.42 * Flow Area (sq ft) * * 1048.03 * * * E.G. Slope (ft/ft) *0.013899 * Area (sq ft) * * 1048.03 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 501.61 * Top Width (ft) * * 501.61 * * * Vel Total (ft/s) * 5.73 * Avg. Vel. (ft/s) * * 5.73 * * * Max Chl Dpth (ft) * 3.95 * Hydr. Depth (ft) * * 2.09 * * * Conv. Total (cfs) * 50893.3 * Conv. (cfs) * * 50893.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 501.75 * * * Min Ch El (ft) * 2646.00 * Shear (lb/sq ft) * * 1.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.38 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-34-35-35 RS: 1205 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.73 * * * E.G. Slope (ft/ft) *0.018231 * Area (sq ft) * * 6.73 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.81 * Top Width (ft) * * 29.81 * * * Vel Total (ft/s) * 1.49 * Avg. Vel. (ft/s) * * 1.49 * * * Max Chl Dpth (ft) * 0.37 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 74.1 * Conv. (cfs) * * 74.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 29.82 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.38 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 45.97 * * * E.G. Slope (ft/ft) *0.019737 * Area (sq ft) * * 45.97 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 122.17 * Top Width (ft) * * 122.17 * * * Vel Total (ft/s) * 2.18 * Avg. Vel. (ft/s) * * 2.18 * * * Max Chl Dpth (ft) * 1.07 * Hydr. Depth (ft) * * 0.38 * * * Conv. Total (cfs) * 711.8 * Conv. (cfs) * * 711.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 122.22 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.01 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.27 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 71.65 * * * E.G. Slope (ft/ft) *0.021259 * Area (sq ft) * * 71.65 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 138.51 * Top Width (ft) * * 138.51 * * * Vel Total (ft/s) * 2.79 * Avg. Vel. (ft/s) * * 2.79 * * * Max Chl Dpth (ft) * 1.27 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1371.7 * Conv. (cfs) * * 1371.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 138.56 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 133.21 * * * E.G. Slope (ft/ft) *0.022347 * Area (sq ft) * * 133.21 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 171.44 * Top Width (ft) * * 171.44 * * * Vel Total (ft/s) * 3.75 * Avg. Vel. (ft/s) * * 3.75 * * * Max Chl Dpth (ft) * 1.66 * Hydr. Depth (ft) * * 0.78 * * * Conv. Total (cfs) * 3344.7 * Conv. (cfs) * * 3344.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 171.52 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.07 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.19 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 246.65 * * * E.G. Slope (ft/ft) *0.021749 * Area (sq ft) * * 246.65 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 277.11 * Top Width (ft) * * 277.11 * * * Vel Total (ft/s) * 4.05 * Avg. Vel. (ft/s) * * 4.05 * * * Max Chl Dpth (ft) * 2.19 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 6780.8 * Conv. (cfs) * * 6780.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 277.21 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.90 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 379.49 * * * E.G. Slope (ft/ft) *0.021984 * Area (sq ft) * * 379.49 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 289.98 * Top Width (ft) * * 289.98 * * * Vel Total (ft/s) * 5.27 * Avg. Vel. (ft/s) * * 5.27 * * * Max Chl Dpth (ft) * 2.65 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 13489.0 * Conv. (cfs) * * 13489.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.11 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.46 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.57 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.04 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 493.19 * * * E.G. Slope (ft/ft) *0.021750 * Area (sq ft) * * 493.19 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 301.48 * Top Width (ft) * * 301.48 * * * Vel Total (ft/s) * 6.08 * Avg. Vel. (ft/s) * * 6.08 * * * Max Chl Dpth (ft) * 3.04 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 20341.7 * Conv. (cfs) * * 20341.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 301.64 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.50 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.78 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 802.80 * * * E.G. Slope (ft/ft) *0.018898 * Area (sq ft) * * 802.80 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 350.21 * Top Width (ft) * * 350.21 * * * Vel Total (ft/s) * 7.10 * Avg. Vel. (ft/s) * * 7.10 * * * Max Chl Dpth (ft) * 3.99 * Hydr. Depth (ft) * * 2.29 * * * Conv. Total (cfs) * 41463.1 * Conv. (cfs) * * 41463.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 350.40 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.19 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-34-35-35 RS: 1200 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.28 * Flow Area (sq ft) * * 5.72 * * * E.G. Slope (ft/ft) *0.028175 * Area (sq ft) * * 5.72 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 27.60 * Top Width (ft) * * 27.60 * * * Vel Total (ft/s) * 1.75 * Avg. Vel. (ft/s) * * 1.75 * * * Max Chl Dpth (ft) * 0.34 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 59.6 * Conv. (cfs) * * 59.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 27.62 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.64 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.03 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.81 * Flow Area (sq ft) * * 40.79 * * * E.G. Slope (ft/ft) *0.028247 * Area (sq ft) * * 40.79 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 118.61 * Top Width (ft) * * 118.61 * * * Vel Total (ft/s) * 2.45 * Avg. Vel. (ft/s) * * 2.45 * * * Max Chl Dpth (ft) * 1.03 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 595.0 * Conv. (cfs) * * 595.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 118.65 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.49 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.14 * Flow Area (sq ft) * * 65.02 * * * E.G. Slope (ft/ft) *0.028252 * Area (sq ft) * * 65.02 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 134.48 * Top Width (ft) * * 134.48 * * * Vel Total (ft/s) * 3.08 * Avg. Vel. (ft/s) * * 3.08 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.48 * * * Conv. Total (cfs) * 1189.9 * Conv. (cfs) * * 1189.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 134.53 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.62 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.50 * Flow Area (sq ft) * * 122.69 * * * E.G. Slope (ft/ft) *0.028218 * Area (sq ft) * * 122.69 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 166.28 * Top Width (ft) * * 166.28 * * * Vel Total (ft/s) * 4.08 * Avg. Vel. (ft/s) * * 4.08 * * * Max Chl Dpth (ft) * 1.60 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 2976.5 * Conv. (cfs) * * 2976.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 166.35 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.90 * Flow Area (sq ft) * * 227.50 * * * E.G. Slope (ft/ft) *0.028211 * Area (sq ft) * * 227.50 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 275.21 * Top Width (ft) * * 275.21 * * * Vel Total (ft/s) * 4.40 * Avg. Vel. (ft/s) * * 4.40 * * * Max Chl Dpth (ft) * 2.12 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 5953.7 * Conv. (cfs) * * 5953.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 275.30 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.40 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.06 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.55 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 350.67 * * * E.G. Slope (ft/ft) *0.028243 * Area (sq ft) * * 350.67 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 287.24 * Top Width (ft) * * 287.24 * * * Vel Total (ft/s) * 5.70 * Avg. Vel. (ft/s) * * 5.70 * * * Max Chl Dpth (ft) * 2.55 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 11900.7 * Conv. (cfs) * * 11900.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 287.36 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.27 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 453.42 * * * E.G. Slope (ft/ft) *0.028203 * Area (sq ft) * * 453.42 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 296.90 * Top Width (ft) * * 296.90 * * * Vel Total (ft/s) * 6.62 * Avg. Vel. (ft/s) * * 6.62 * * * Max Chl Dpth (ft) * 2.91 * Hydr. Depth (ft) * * 1.53 * * * Conv. Total (cfs) * 17863.9 * Conv. (cfs) * * 17863.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 297.05 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.69 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2999.67 * Flow Area (sq ft) * * 699.05 * * * E.G. Slope (ft/ft) *0.028215 * Area (sq ft) * * 699.05 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 334.67 * Top Width (ft) * * 334.67 * * * Vel Total (ft/s) * 8.15 * Avg. Vel. (ft/s) * * 8.15 * * * Max Chl Dpth (ft) * 3.69 * Hydr. Depth (ft) * * 2.09 * * * Conv. Total (cfs) * 33934.1 * Conv. (cfs) * * 33934.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 334.86 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 3.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 29.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-35-36-35 RS: 1205 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values Sta n Val Sta num= n Val 3 Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.53 * * * E.G. Slope (ft/ft) *0.019737 * Area (sq ft) * * 6.53 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.39 * Top Width (ft) * * 29.39 * * * Vel Total (ft/s) * 1.53 * Avg. Vel. (ft/s) * * 1.53 * * * Max Chl Dpth (ft) * 0.37 * Hydr. Depth (ft) * * 0.22 * * * Conv. Total (cfs) * 71.2 * Conv. (cfs) * * 71.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 29.41 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.42 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.08 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.95 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 34.06 * * * E.G. Slope (ft/ft) *0.023544 * Area (sq ft) * * 34.06 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 65.89 * Top Width (ft) * * 65.89 * * * Vel Total (ft/s) * 2.94 * Avg. Vel. (ft/s) * * 2.94 * * * Max Chl Dpth (ft) * 0.94 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 651.7 * Conv. (cfs) * * 651.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 65.93 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.23 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.25 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 70.03 * * * E.G. Slope (ft/ft) *0.022726 * Area (sq ft) * * 70.03 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 137.53 * Top Width (ft) * * 137.53 * * * Vel Total (ft/s) * 2.86 * Avg. Vel. (ft/s) * * 2.86 * * * Max Chl Dpth (ft) * 1.25 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1326.7 * Conv. (cfs) * * 1326.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.59 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.06 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 131.12 * * * E.G. Slope (ft/ft) *0.023370 * Area (sq ft) * * 131.12 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 170.43 * Top Width (ft) * * 170.43 * * * Vel Total (ft/s) * 3.81 * Avg. Vel. (ft/s) * * 3.81 * * * Max Chl Dpth (ft) * 1.65 * Hydr. Depth (ft) * * 0.77 * * * Conv. Total (cfs) * 3270.7 * Conv. (cfs) * * 3270.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 170.50 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.28 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.19 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2997.90 * Flow Area (sq ft) * * 247.39 * * * E.G. Slope (ft/ft) *0.021539 * Area (sq ft) * * 247.39 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 277.18 * Top Width (ft) * * 277.18 * * * Vel Total (ft/s) * 4.04 * Avg. Vel. (ft/s) * * 4.04 * * * Max Chl Dpth (ft) * 2.19 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 6813.7 * Conv. (cfs) * * 6813.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 277.28 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.85 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.67 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 382.96 * * * E.G. Slope (ft/ft) *0.021359 * Area (sq ft) * * 382.96 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 290.31 * Top Width (ft) * * 290.31 * * * Vel Total (ft/s) * 5.22 * Avg. Vel. (ft/s) * * 5.22 * * * Max Chl Dpth (ft) * 2.67 * Hydr. Depth (ft) * * 1.32 * * * Conv. Total (cfs) * 13684.9 * Conv. (cfs) * * 13684.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.44 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.18 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.08 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 506.19 * * * E.G. Slope (ft/ft) *0.020138 * Area (sq ft) * * 506.19 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 303.68 * Top Width (ft) * * 303.68 * * * Vel Total (ft/s) * 5.93 * Avg. Vel. (ft/s) * * 5.93 * * * Max Chl Dpth (ft) * 3.08 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 21140.4 * Conv. (cfs) * * 21140.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 303.85 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.41 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.78 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3000.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 805.80 * * * E.G. Slope (ft/ft) *0.018697 * Area (sq ft) * * 805.80 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 350.64 * Top Width (ft) * * 350.64 * * * Vel Total (ft/s) * 7.07 * Avg. Vel. (ft/s) * * 7.07 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.30 * * * Conv. Total (cfs) * 41686.4 * Conv. (cfs) * * 41686.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 350.84 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.96 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-35-36-35 RS: 1200 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.32 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.28 * Flow Area (sq ft) * * 5.23 * * * E.G. Slope (ft/ft) *0.035972 * Area (sq ft) * * 5.23 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 26.45 * Top Width (ft) * * 26.45 * * * Vel Total (ft/s) * 1.91 * Avg. Vel. (ft/s) * * 1.91 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.20 * * * Conv. Total (cfs) * 52.7 * Conv. (cfs) * * 52.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 26.46 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.85 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.81 * Flow Area (sq ft) * * 29.08 * * * E.G. Slope (ft/ft) *0.035939 * Area (sq ft) * * 29.08 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 60.92 * Top Width (ft) * * 60.92 * * * Vel Total (ft/s) * 3.44 * Avg. Vel. (ft/s) * * 3.44 * * * Max Chl Dpth (ft) * 0.87 * Hydr. Depth (ft) * * 0.48 * * * Conv. Total (cfs) * 527.5 * Conv. (cfs) * * 527.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 60.96 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.07 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.35 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.14 * Flow Area (sq ft) * * 59.92 * * * E.G. Slope (ft/ft) *0.035917 * Area (sq ft) * * 59.92 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 131.30 * Top Width (ft) * * 131.30 * * * Vel Total (ft/s) * 3.34 * Avg. Vel. (ft/s) * * 3.34 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.46 * * * Conv. Total (cfs) * 1055.3 * Conv. (cfs) * * 1055.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 131.35 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.41 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.85 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.54 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.50 * Flow Area (sq ft) * * 112.74 * * * E.G. Slope (ft/ft) *0.035909 * Area (sq ft) * * 112.74 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 161.24 * Top Width (ft) * * 161.24 * * * Vel Total (ft/s) * 4.44 * Avg. Vel. (ft/s) * * 4.44 * * * Max Chl Dpth (ft) * 1.54 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 2638.6 * Conv. (cfs) * * 2638.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 161.31 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.95 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.46 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.90 * Flow Area (sq ft) * * 184.18 * * * E.G. Slope (ft/ft) *0.035926 * Area (sq ft) * * 184.18 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 194.54 * Top Width (ft) * * 194.54 * * * Vel Total (ft/s) * 5.43 * Avg. Vel. (ft/s) * * 5.43 * * * Max Chl Dpth (ft) * 1.94 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 5275.9 * Conv. (cfs) * * 5275.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 194.63 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.47 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 325.18 * * * E.G. Slope (ft/ft) *0.035908 * Area (sq ft) * * 325.18 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 284.79 * Top Width (ft) * * 284.79 * * * Vel Total (ft/s) * 6.15 * Avg. Vel. (ft/s) * * 6.15 * * * Max Chl Dpth (ft) * 2.46 * Hydr. Depth (ft) * * 1.14 * * * Conv. Total (cfs) * 10554.5 * Conv. (cfs) * * 10554.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 284.91 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.75 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 431.46 * * * E.G. Slope (ft/ft) *0.032973 * Area (sq ft) * * 431.46 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 294.86 * Top Width (ft) * * 294.86 * * * Vel Total (ft/s) * 6.95 * Avg. Vel. (ft/s) * * 6.95 * * * Max Chl Dpth (ft) * 2.83 * Hydr. Depth (ft) * * 1.46 * * * Conv. Total (cfs) * 16521.2 * Conv. (cfs) * * 16521.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 295.01 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 3.01 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.93 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.66 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 689.84 * * * E.G. Slope (ft/ft) *0.029324 * Area (sq ft) * * 689.84 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 333.26 * Top Width (ft) * * 333.26 * * * Vel Total (ft/s) * 8.26 * Avg. Vel. (ft/s) * * 8.26 * * * Max Chl Dpth (ft) * 3.66 * Hydr. Depth (ft) * * 2.07 * * * Conv. Total (cfs) * 33285.9 * Conv. (cfs) * * 33285.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 333.44 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 3.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 31.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #12 REACH: Reach-35-36-36 RS: 1205 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.52 * * * E.G. Slope (ft/ft) *0.019855 * Area (sq ft) * * 6.52 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.36 * Top Width (ft) * * 29.36 * * * Vel Total (ft/s) * 1.53 * Avg. Vel. (ft/s) * * 1.53 * * * Max Chl Dpth (ft) * 0.37 * Hydr. Depth (ft) * * 0.22 * * * Conv. Total (cfs) * 71.0 * Conv. (cfs) * * 71.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 29.38 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.42 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.08 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.95 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 34.24 * * * E.G. Slope (ft/ft) *0.023220 * Area (sq ft) * * 34.24 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 66.06 * Top Width (ft) * * 66.06 * * * Vel Total (ft/s) * 2.92 * Avg. Vel. (ft/s) * * 2.92 * * * Max Chl Dpth (ft) * 0.95 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 656.3 * Conv. (cfs) * * 656.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 66.10 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.19 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.25 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 69.90 * * * E.G. Slope (ft/ft) *0.022854 * Area (sq ft) * * 69.90 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 137.45 * Top Width (ft) * * 137.45 * * * Vel Total (ft/s) * 2.86 * Avg. Vel. (ft/s) * * 2.86 * * * Max Chl Dpth (ft) * 1.25 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1323.0 * Conv. (cfs) * * 1323.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.51 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.08 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 131.08 * * * E.G. Slope (ft/ft) *0.023391 * Area (sq ft) * * 131.08 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 170.41 * Top Width (ft) * * 170.41 * * * Vel Total (ft/s) * 3.81 * Avg. Vel. (ft/s) * * 3.81 * * * Max Chl Dpth (ft) * 1.65 * Hydr. Depth (ft) * * 0.77 * * * Conv. Total (cfs) * 3269.3 * Conv. (cfs) * * 3269.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 170.48 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.28 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.19 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2997.89 * Flow Area (sq ft) * * 248.14 * * * E.G. Slope (ft/ft) *0.021332 * Area (sq ft) * * 248.14 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 277.26 * Top Width (ft) * * 277.26 * * * Vel Total (ft/s) * 4.03 * Avg. Vel. (ft/s) * * 4.03 * * * Max Chl Dpth (ft) * 2.19 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 6846.7 * Conv. (cfs) * * 6846.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 277.36 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.19 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.80 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.67 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 384.95 * * * E.G. Slope (ft/ft) *0.021012 * Area (sq ft) * * 384.95 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 290.50 * Top Width (ft) * * 290.50 * * * Vel Total (ft/s) * 5.20 * Avg. Vel. (ft/s) * * 5.20 * * * Max Chl Dpth (ft) * 2.67 * Hydr. Depth (ft) * * 1.33 * * * Conv. Total (cfs) * 13797.4 * Conv. (cfs) * * 13797.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.63 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.03 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.54 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.08 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 506.71 * * * E.G. Slope (ft/ft) *0.020077 * Area (sq ft) * * 506.71 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 303.77 * Top Width (ft) * * 303.77 * * * Vel Total (ft/s) * 5.92 * Avg. Vel. (ft/s) * * 5.92 * * * Max Chl Dpth (ft) * 3.08 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 21172.5 * Conv. (cfs) * * 21172.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 303.93 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.37 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.78 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3000.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 805.80 * * * E.G. Slope (ft/ft) *0.018697 * Area (sq ft) * * 805.80 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 350.64 * Top Width (ft) * * 350.64 * * * Vel Total (ft/s) * 7.07 * Avg. Vel. (ft/s) * * 7.07 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.30 * * * Conv. Total (cfs) * 41686.4 * Conv. (cfs) * * 41686.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 350.84 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.96 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-35-36-36 RS: 1200 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.32 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.28 * Flow Area (sq ft) * * 5.16 * * * E.G. Slope (ft/ft) *0.037197 * Area (sq ft) * * 5.16 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 26.29 * Top Width (ft) * * 26.29 * * * Vel Total (ft/s) * 1.94 * Avg. Vel. (ft/s) * * 1.94 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.20 * * * Conv. Total (cfs) * 51.8 * Conv. (cfs) * * 51.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 26.31 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.88 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.86 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.81 * Flow Area (sq ft) * * 28.69 * * * E.G. Slope (ft/ft) *0.037244 * Area (sq ft) * * 28.69 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 60.52 * Top Width (ft) * * 60.52 * * * Vel Total (ft/s) * 3.49 * Avg. Vel. (ft/s) * * 3.49 * * * Max Chl Dpth (ft) * 0.86 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 518.2 * Conv. (cfs) * * 518.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 60.56 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.35 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.14 * Flow Area (sq ft) * * 59.22 * * * E.G. Slope (ft/ft) *0.037192 * Area (sq ft) * * 59.22 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 130.85 * Top Width (ft) * * 130.85 * * * Vel Total (ft/s) * 3.38 * Avg. Vel. (ft/s) * * 3.38 * * * Max Chl Dpth (ft) * 1.17 * Hydr. Depth (ft) * * 0.45 * * * Conv. Total (cfs) * 1037.1 * Conv. (cfs) * * 1037.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 130.91 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.55 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.53 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.50 * Flow Area (sq ft) * * 111.32 * * * E.G. Slope (ft/ft) *0.037226 * Area (sq ft) * * 111.32 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 160.51 * Top Width (ft) * * 160.51 * * * Vel Total (ft/s) * 4.49 * Avg. Vel. (ft/s) * * 4.49 * * * Max Chl Dpth (ft) * 1.53 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 2591.5 * Conv. (cfs) * * 2591.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 160.58 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.24 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.93 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.90 * Flow Area (sq ft) * * 181.86 * * * E.G. Slope (ft/ft) *0.037223 * Area (sq ft) * * 181.86 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 193.55 * Top Width (ft) * * 193.55 * * * Vel Total (ft/s) * 5.50 * Avg. Vel. (ft/s) * * 5.50 * * * Max Chl Dpth (ft) * 1.93 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 5183.2 * Conv. (cfs) * * 5183.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 193.63 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.00 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.46 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 323.86 * * * E.G. Slope (ft/ft) *0.036376 * Area (sq ft) * * 323.86 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 284.66 * Top Width (ft) * * 284.66 * * * Vel Total (ft/s) * 6.18 * Avg. Vel. (ft/s) * * 6.18 * * * Max Chl Dpth (ft) * 2.46 * Hydr. Depth (ft) * * 1.14 * * * Conv. Total (cfs) * 10486.3 * Conv. (cfs) * * 10486.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 284.78 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.95 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.76 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 430.17 * * * E.G. Slope (ft/ft) *0.033287 * Area (sq ft) * * 430.17 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 294.74 * Top Width (ft) * * 294.74 * * * Vel Total (ft/s) * 6.97 * Avg. Vel. (ft/s) * * 6.97 * * * Max Chl Dpth (ft) * 2.83 * Hydr. Depth (ft) * * 1.46 * * * Conv. Total (cfs) * 16443.1 * Conv. (cfs) * * 16443.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 294.89 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 3.03 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.66 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 689.84 * * * E.G. Slope (ft/ft) *0.029324 * Area (sq ft) * * 689.84 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 333.26 * Top Width (ft) * * 333.26 * * * Vel Total (ft/s) * 8.26 * Avg. Vel. (ft/s) * * 8.26 * * * Max Chl Dpth (ft) * 3.66 * Hydr. Depth (ft) * * 2.07 * * * Conv. Total (cfs) * 33285.9 * Conv. (cfs) * * 33285.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 333.44 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 3.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 31.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #12 REACH: Reach-36-37-36 RS: 1205 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.71 * * * E.G. Slope (ft/ft) *0.018338 * Area (sq ft) * * 6.71 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.78 * Top Width (ft) * * 29.78 * * * Vel Total (ft/s) * 1.49 * Avg. Vel. (ft/s) * * 1.49 * * * Max Chl Dpth (ft) * 0.37 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 73.8 * Conv. (cfs) * * 73.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 29.79 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.38 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 45.91 * * * E.G. Slope (ft/ft) *0.019814 * Area (sq ft) * * 45.91 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 122.13 * Top Width (ft) * * 122.13 * * * Vel Total (ft/s) * 2.18 * Avg. Vel. (ft/s) * * 2.18 * * * Max Chl Dpth (ft) * 1.07 * Hydr. Depth (ft) * * 0.38 * * * Conv. Total (cfs) * 710.4 * Conv. (cfs) * * 710.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 122.18 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.01 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.26 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 71.48 * * * E.G. Slope (ft/ft) *0.021406 * Area (sq ft) * * 71.48 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 138.40 * Top Width (ft) * * 138.40 * * * Vel Total (ft/s) * 2.80 * Avg. Vel. (ft/s) * * 2.80 * * * Max Chl Dpth (ft) * 1.26 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1367.0 * Conv. (cfs) * * 1367.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 138.46 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.93 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 133.50 * * * E.G. Slope (ft/ft) *0.022209 * Area (sq ft) * * 133.50 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 171.58 * Top Width (ft) * * 171.58 * * * Vel Total (ft/s) * 3.75 * Avg. Vel. (ft/s) * * 3.75 * * * Max Chl Dpth (ft) * 1.66 * Hydr. Depth (ft) * * 0.78 * * * Conv. Total (cfs) * 3355.1 * Conv. (cfs) * * 3355.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 171.66 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.04 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 245.90 * * * E.G. Slope (ft/ft) *0.021961 * Area (sq ft) * * 245.90 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 277.04 * Top Width (ft) * * 277.04 * * * Vel Total (ft/s) * 4.07 * Avg. Vel. (ft/s) * * 4.07 * * * Max Chl Dpth (ft) * 2.18 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 6747.9 * Conv. (cfs) * * 6747.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 277.14 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.95 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 379.84 * * * E.G. Slope (ft/ft) *0.021919 * Area (sq ft) * * 379.84 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 290.01 * Top Width (ft) * * 290.01 * * * Vel Total (ft/s) * 5.27 * Avg. Vel. (ft/s) * * 5.27 * * * Max Chl Dpth (ft) * 2.66 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 13509.0 * Conv. (cfs) * * 13509.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.15 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.43 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.57 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.04 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 493.78 * * * E.G. Slope (ft/ft) *0.021674 * Area (sq ft) * * 493.78 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 301.58 * Top Width (ft) * * 301.58 * * * Vel Total (ft/s) * 6.08 * Avg. Vel. (ft/s) * * 6.08 * * * Max Chl Dpth (ft) * 3.04 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 20377.7 * Conv. (cfs) * * 20377.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 301.74 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.45 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.78 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 804.60 * * * E.G. Slope (ft/ft) *0.018777 * Area (sq ft) * * 804.60 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 350.47 * Top Width (ft) * * 350.47 * * * Vel Total (ft/s) * 7.08 * Avg. Vel. (ft/s) * * 7.08 * * * Max Chl Dpth (ft) * 3.99 * Hydr. Depth (ft) * * 2.30 * * * Conv. Total (cfs) * 41597.0 * Conv. (cfs) * * 41597.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 350.67 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.05 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-36-37-36 INPUT RS: 1200 Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.28 * Flow Area (sq ft) * * 5.69 * * * E.G. Slope (ft/ft) *0.028627 * Area (sq ft) * * 5.69 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 27.52 * Top Width (ft) * * 27.52 * * * Vel Total (ft/s) * 1.76 * Avg. Vel. (ft/s) * * 1.76 * * * Max Chl Dpth (ft) * 0.34 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 59.1 * Conv. (cfs) * * 59.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 27.54 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.65 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.02 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.81 * Flow Area (sq ft) * * 40.62 * * * E.G. Slope (ft/ft) *0.028612 * Area (sq ft) * * 40.62 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 118.48 * Top Width (ft) * * 118.48 * * * Vel Total (ft/s) * 2.46 * Avg. Vel. (ft/s) * * 2.46 * * * Max Chl Dpth (ft) * 1.02 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 591.2 * Conv. (cfs) * * 591.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 118.53 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.14 * Flow Area (sq ft) * * 64.75 * * * E.G. Slope (ft/ft) *0.028590 * Area (sq ft) * * 64.75 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 134.31 * Top Width (ft) * * 134.31 * * * Vel Total (ft/s) * 3.09 * Avg. Vel. (ft/s) * * 3.09 * * * Max Chl Dpth (ft) * 1.21 * Hydr. Depth (ft) * * 0.48 * * * Conv. Total (cfs) * 1182.8 * Conv. (cfs) * * 1182.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 134.37 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.66 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.50 * Flow Area (sq ft) * * 122.08 * * * E.G. Slope (ft/ft) *0.028620 * Area (sq ft) * * 122.08 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.98 * Top Width (ft) * * 165.98 * * * Vel Total (ft/s) * 4.10 * Avg. Vel. (ft/s) * * 4.10 * * * Max Chl Dpth (ft) * 1.60 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 2955.5 * Conv. (cfs) * * 2955.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 166.05 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.38 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.90 * Flow Area (sq ft) * * 226.56 * * * E.G. Slope (ft/ft) *0.028590 * Area (sq ft) * * 226.56 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 275.11 * Top Width (ft) * * 275.11 * * * Vel Total (ft/s) * 4.41 * Avg. Vel. (ft/s) * * 4.41 * * * Max Chl Dpth (ft) * 2.11 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 5914.1 * Conv. (cfs) * * 5914.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 275.21 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.49 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.06 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.55 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 349.13 * * * E.G. Slope (ft/ft) *0.028642 * Area (sq ft) * * 349.13 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 287.09 * Top Width (ft) * * 287.09 * * * Vel Total (ft/s) * 5.73 * Avg. Vel. (ft/s) * * 5.73 * * * Max Chl Dpth (ft) * 2.55 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 11817.6 * Conv. (cfs) * * 11817.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 287.22 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.69 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 451.39 * * * E.G. Slope (ft/ft) *0.028603 * Area (sq ft) * * 451.39 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 296.71 * Top Width (ft) * * 296.71 * * * Vel Total (ft/s) * 6.65 * Avg. Vel. (ft/s) * * 6.65 * * * Max Chl Dpth (ft) * 2.90 * Hydr. Depth (ft) * * 1.52 * * * Conv. Total (cfs) * 17738.3 * Conv. (cfs) * * 17738.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 296.87 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.05 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.68 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 695.62 * * * E.G. Slope (ft/ft) *0.028621 * Area (sq ft) * * 695.62 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 334.14 * Top Width (ft) * * 334.14 * * * Vel Total (ft/s) * 8.19 * Avg. Vel. (ft/s) * * 8.19 * * * Max Chl Dpth (ft) * 3.68 * Hydr. Depth (ft) * * 2.08 * * * Conv. Total (cfs) * 33692.5 * Conv. (cfs) * * 33692.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 334.33 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 3.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.46 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-36-37-37 RS: 1205 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 450.77 .05 Bank Sta: Left 100 Right 450.77 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.62 * * * E.G. Slope (ft/ft) *0.018994 * Area (sq ft) * * 6.62 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.59 * Top Width (ft) * * 29.59 * * * Vel Total (ft/s) * 1.51 * Avg. Vel. (ft/s) * * 1.51 * * * Max Chl Dpth (ft) * 0.37 * Hydr. Depth (ft) * * 0.22 * * * Conv. Total (cfs) * 72.6 * Conv. (cfs) * * 72.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 29.61 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.40 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.06 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 45.28 * * * E.G. Slope (ft/ft) *0.020644 * Area (sq ft) * * 45.28 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 121.70 * Top Width (ft) * * 121.70 * * * Vel Total (ft/s) * 2.21 * Avg. Vel. (ft/s) * * 2.21 * * * Max Chl Dpth (ft) * 1.06 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 696.0 * Conv. (cfs) * * 696.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 121.75 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.06 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.26 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 70.87 * * * E.G. Slope (ft/ft) *0.021947 * Area (sq ft) * * 70.87 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 138.04 * Top Width (ft) * * 138.04 * * * Vel Total (ft/s) * 2.82 * Avg. Vel. (ft/s) * * 2.82 * * * Max Chl Dpth (ft) * 1.26 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1350.0 * Conv. (cfs) * * 1350.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 138.10 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.98 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 131.62 * * * E.G. Slope (ft/ft) *0.023119 * Area (sq ft) * * 131.62 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 170.67 * Top Width (ft) * * 170.67 * * * Vel Total (ft/s) * 3.80 * Avg. Vel. (ft/s) * * 3.80 * * * Max Chl Dpth (ft) * 1.65 * Hydr. Depth (ft) * * 0.77 * * * Conv. Total (cfs) * 3288.4 * Conv. (cfs) * * 3288.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 170.75 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.23 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 243.40 * * * E.G. Slope (ft/ft) *0.022695 * Area (sq ft) * * 243.40 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 276.79 * Top Width (ft) * * 276.79 * * * Vel Total (ft/s) * 4.11 * Avg. Vel. (ft/s) * * 4.11 * * * Max Chl Dpth (ft) * 2.17 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 6637.9 * Conv. (cfs) * * 6637.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 276.89 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.12 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 379.70 * * * E.G. Slope (ft/ft) *0.021945 * Area (sq ft) * * 379.70 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 290.00 * Top Width (ft) * * 290.00 * * * Vel Total (ft/s) * 5.27 * Avg. Vel. (ft/s) * * 5.27 * * * Max Chl Dpth (ft) * 2.65 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 13501.0 * Conv. (cfs) * * 13501.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.13 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.44 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.08 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 504.41 * * * E.G. Slope (ft/ft) *0.020349 * Area (sq ft) * * 504.41 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 303.38 * Top Width (ft) * * 303.38 * * * Vel Total (ft/s) * 5.95 * Avg. Vel. (ft/s) * * 5.95 * * * Max Chl Dpth (ft) * 3.08 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 21030.6 * Conv. (cfs) * * 21030.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 303.55 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.56 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.78 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3000.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 805.80 * * * E.G. Slope (ft/ft) *0.018697 * Area (sq ft) * * 805.80 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 350.64 * Top Width (ft) * * 350.64 * * * Vel Total (ft/s) * 7.07 * Avg. Vel. (ft/s) * * 7.07 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.30 * * * Conv. Total (cfs) * 41686.4 * Conv. (cfs) * * 41686.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 350.84 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.96 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #12 REACH: Reach-36-37-37 RS: 1200 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3000 122.46 2999 136.78 2998 155.88 2998 190.11 2998 205.37 2997 221.44 2997 252.48 2997 266.35 2996 272.58 2996 321.87 2997 389.53 2998 394.22 2998 408.8 2998 421.95 2999 450.77 3000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 Bank Sta: Left 100 100 Right 450.77 .05 450.77 Coeff Contr. .1 .05 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2996.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2996.33 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.28 * Flow Area (sq ft) * * 5.45 * * * E.G. Slope (ft/ft) *0.032153 * Area (sq ft) * * 5.45 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 26.97 * Top Width (ft) * * 26.97 * * * Vel Total (ft/s) * 1.83 * Avg. Vel. (ft/s) * * 1.83 * * * Max Chl Dpth (ft) * 0.33 * Hydr. Depth (ft) * * 0.20 * * * Conv. Total (cfs) * 55.8 * Conv. (cfs) * * 55.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 26.98 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2997.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.01 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2996.81 * Flow Area (sq ft) * * 39.12 * * * E.G. Slope (ft/ft) *0.032045 * Area (sq ft) * * 39.12 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 117.43 * Top Width (ft) * * 117.43 * * * Vel Total (ft/s) * 2.56 * Avg. Vel. (ft/s) * * 2.56 * * * Max Chl Dpth (ft) * 1.01 * Hydr. Depth (ft) * * 0.33 * * * Conv. Total (cfs) * 558.6 * Conv. (cfs) * * 558.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 117.48 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.70 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2997.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.20 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.14 * Flow Area (sq ft) * * 62.21 * * * E.G. Slope (ft/ft) *0.032163 * Area (sq ft) * * 62.21 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 132.74 * Top Width (ft) * * 132.74 * * * Vel Total (ft/s) * 3.21 * Avg. Vel. (ft/s) * * 3.21 * * * Max Chl Dpth (ft) * 1.20 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 1115.2 * Conv. (cfs) * * 1115.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 132.79 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 0.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.02 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2997.85 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2997.57 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.50 * Flow Area (sq ft) * * 117.26 * * * E.G. Slope (ft/ft) *0.032102 * Area (sq ft) * * 117.26 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 163.55 * Top Width (ft) * * 163.55 * * * Vel Total (ft/s) * 4.26 * Avg. Vel. (ft/s) * * 4.26 * * * Max Chl Dpth (ft) * 1.57 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 2790.7 * Conv. (cfs) * * 2790.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 163.62 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.12 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2998.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.08 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2997.90 * Flow Area (sq ft) * * 218.58 * * * E.G. Slope (ft/ft) *0.032096 * Area (sq ft) * * 218.58 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 274.31 * Top Width (ft) * * 274.31 * * * Vel Total (ft/s) * 4.58 * Avg. Vel. (ft/s) * * 4.58 * * * Max Chl Dpth (ft) * 2.08 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 5581.8 * Conv. (cfs) * * 5581.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 274.41 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 1.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2999.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.51 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.46 * Flow Area (sq ft) * * 336.82 * * * E.G. Slope (ft/ft) *0.032105 * Area (sq ft) * * 336.82 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 285.91 * Top Width (ft) * * 285.91 * * * Vel Total (ft/s) * 5.94 * Avg. Vel. (ft/s) * * 5.94 * * * Max Chl Dpth (ft) * 2.51 * Hydr. Depth (ft) * * 1.18 * * * Conv. Total (cfs) * 11162.0 * Conv. (cfs) * * 11162.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 286.03 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.01 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2999.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.74 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2998.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2998.83 * Flow Area (sq ft) * * 434.99 * * * E.G. Slope (ft/ft) *0.032138 * Area (sq ft) * * 434.99 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 295.19 * Top Width (ft) * * 295.19 * * * Vel Total (ft/s) * 6.90 * Avg. Vel. (ft/s) * * 6.90 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.47 * * * Conv. Total (cfs) * 16734.6 * Conv. (cfs) * * 16734.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 295.34 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 2.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.38 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3000.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2999.66 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2999.66 * Flow Area (sq ft) * * 689.84 * * * E.G. Slope (ft/ft) *0.029324 * Area (sq ft) * * 689.84 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 333.26 * Top Width (ft) * * 333.26 * * * Vel Total (ft/s) * 8.26 * Avg. Vel. (ft/s) * * 8.26 * * * Max Chl Dpth (ft) * 3.66 * Hydr. Depth (ft) * * 2.07 * * * Conv. Total (cfs) * 33285.9 * Conv. (cfs) * * 33285.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 333.44 * * * Min Ch El (ft) * 2996.00 * Shear (lb/sq ft) * * 3.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 31.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #13 REACH: Reach-38-39-38 RS: 1305 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.46 * * * E.G. Slope (ft/ft) *0.016363 * Area (sq ft) * * 8.46 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 48.80 * Top Width (ft) * * 48.80 * * * Vel Total (ft/s) * 1.18 * Avg. Vel. (ft/s) * * 1.18 * * * Max Chl Dpth (ft) * 0.18 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 78.2 * Conv. (cfs) * * 78.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 48.81 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.21 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 33.73 * * * E.G. Slope (ft/ft) *0.022902 * Area (sq ft) * * 33.73 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 62.99 * Top Width (ft) * * 62.99 * * * Vel Total (ft/s) * 2.96 * Avg. Vel. (ft/s) * * 2.96 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 660.8 * Conv. (cfs) * * 660.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 63.03 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.27 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.93 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 53.83 * * * E.G. Slope (ft/ft) *0.023192 * Area (sq ft) * * 53.83 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 72.32 * Top Width (ft) * * 72.32 * * * Vel Total (ft/s) * 3.72 * Avg. Vel. (ft/s) * * 3.72 * * * Max Chl Dpth (ft) * 0.93 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 1313.3 * Conv. (cfs) * * 1313.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 72.38 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.00 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 130.25 * * * E.G. Slope (ft/ft) *0.022971 * Area (sq ft) * * 130.25 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.45 * Top Width (ft) * * 165.45 * * * Vel Total (ft/s) * 3.84 * Avg. Vel. (ft/s) * * 3.84 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3299.0 * Conv. (cfs) * * 3299.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.55 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.33 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.91 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 209.19 * * * E.G. Slope (ft/ft) *0.022140 * Area (sq ft) * * 209.19 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 186.00 * Top Width (ft) * * 186.00 * * * Vel Total (ft/s) * 4.78 * Avg. Vel. (ft/s) * * 4.78 * * * Max Chl Dpth (ft) * 1.91 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 6720.6 * Conv. (cfs) * * 6720.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 186.12 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.43 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.35 * Flow Area (sq ft) * * 355.45 * * * E.G. Slope (ft/ft) *0.020799 * Area (sq ft) * * 355.45 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 236.17 * Top Width (ft) * * 236.17 * * * Vel Total (ft/s) * 5.63 * Avg. Vel. (ft/s) * * 5.63 * * * Max Chl Dpth (ft) * 2.61 * Hydr. Depth (ft) * * 1.51 * * * Conv. Total (cfs) * 13867.9 * Conv. (cfs) * * 13867.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 236.31 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.99 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.83 * Flow Area (sq ft) * * 560.87 * * * E.G. Slope (ft/ft) *0.020219 * Area (sq ft) * * 560.87 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 393.69 * Top Width (ft) * * 393.69 * * * Vel Total (ft/s) * 5.35 * Avg. Vel. (ft/s) * * 5.35 * * * Max Chl Dpth (ft) * 3.28 * Hydr. Depth (ft) * * 1.42 * * * Conv. Total (cfs) * 21098.1 * Conv. (cfs) * * 21098.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 393.84 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.61 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3170.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 871.75 * * * E.G. Slope (ft/ft) *0.020349 * Area (sq ft) * * 871.75 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 479.98 * Top Width (ft) * * 479.98 * * * Vel Total (ft/s) * 6.31 * Avg. Vel. (ft/s) * * 6.31 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 38556.1 * Conv. (cfs) * * 38556.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 480.15 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.55 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #13 REACH: Reach-38-39-38 RS: 1300 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.15 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.12 * Flow Area (sq ft) * * 6.58 * * * E.G. Slope (ft/ft) *0.036587 * Area (sq ft) * * 6.58 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 47.57 * Top Width (ft) * * 47.57 * * * Vel Total (ft/s) * 1.52 * Avg. Vel. (ft/s) * * 1.52 * * * Max Chl Dpth (ft) * 0.15 * Hydr. Depth (ft) * * 0.14 * * * Conv. Total (cfs) * 52.3 * Conv. (cfs) * * 52.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 47.58 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.48 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.56 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.52 * Flow Area (sq ft) * * 28.83 * * * E.G. Slope (ft/ft) *0.036614 * Area (sq ft) * * 28.83 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 60.50 * Top Width (ft) * * 60.50 * * * Vel Total (ft/s) * 3.47 * Avg. Vel. (ft/s) * * 3.47 * * * Max Chl Dpth (ft) * 0.56 * Hydr. Depth (ft) * * 0.48 * * * Conv. Total (cfs) * 522.6 * Conv. (cfs) * * 522.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 60.54 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.79 * Flow Area (sq ft) * * 46.01 * * * E.G. Slope (ft/ft) *0.036648 * Area (sq ft) * * 46.01 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 68.84 * Top Width (ft) * * 68.84 * * * Vel Total (ft/s) * 4.35 * Avg. Vel. (ft/s) * * 4.35 * * * Max Chl Dpth (ft) * 0.82 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 1044.7 * Conv. (cfs) * * 1044.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 68.89 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.64 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.31 * Flow Area (sq ft) * * 111.80 * * * E.G. Slope (ft/ft) *0.036632 * Area (sq ft) * * 111.80 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 160.27 * Top Width (ft) * * 160.27 * * * Vel Total (ft/s) * 4.47 * Avg. Vel. (ft/s) * * 4.47 * * * Max Chl Dpth (ft) * 1.35 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 2612.4 * Conv. (cfs) * * 2612.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 160.36 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.13 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 176.68 * * * E.G. Slope (ft/ft) *0.036615 * Area (sq ft) * * 176.68 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 177.82 * Top Width (ft) * * 177.82 * * * Vel Total (ft/s) * 5.66 * Avg. Vel. (ft/s) * * 5.66 * * * Max Chl Dpth (ft) * 1.73 * Hydr. Depth (ft) * * 0.99 * * * Conv. Total (cfs) * 5226.0 * Conv. (cfs) * * 5226.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 177.93 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.85 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.70 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.35 * Flow Area (sq ft) * * 297.88 * * * E.G. Slope (ft/ft) *0.033462 * Area (sq ft) * * 297.88 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 216.89 * Top Width (ft) * * 216.89 * * * Vel Total (ft/s) * 6.71 * Avg. Vel. (ft/s) * * 6.71 * * * Max Chl Dpth (ft) * 2.35 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 10933.5 * Conv. (cfs) * * 10933.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 217.03 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.25 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.83 * Flow Area (sq ft) * * 408.99 * * * E.G. Slope (ft/ft) *0.032097 * Area (sq ft) * * 408.99 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 252.78 * Top Width (ft) * * 252.78 * * * Vel Total (ft/s) * 7.34 * Avg. Vel. (ft/s) * * 7.34 * * * Max Chl Dpth (ft) * 2.83 * Hydr. Depth (ft) * * 1.62 * * * Conv. Total (cfs) * 16745.2 * Conv. (cfs) * * 16745.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 252.93 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.77 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.57 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 748.86 * * * E.G. Slope (ft/ft) *0.030790 * Area (sq ft) * * 748.86 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 447.86 * Top Width (ft) * * 447.86 * * * Vel Total (ft/s) * 7.34 * Avg. Vel. (ft/s) * * 7.34 * * * Max Chl Dpth (ft) * 3.73 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 31344.2 * Conv. (cfs) * * 31344.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 448.02 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #13 REACH: Reach-38-39-39 RS: 1305 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.19 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.52 * * * E.G. Slope (ft/ft) *0.016001 * Area (sq ft) * * 8.52 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 48.83 * Top Width (ft) * * 48.83 * * * Vel Total (ft/s) * 1.17 * Avg. Vel. (ft/s) * * 1.17 * * * Max Chl Dpth (ft) * 0.19 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 79.1 * Conv. (cfs) * * 79.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 48.85 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.20 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 33.95 * * * E.G. Slope (ft/ft) *0.022472 * Area (sq ft) * * 33.95 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 63.10 * Top Width (ft) * * 63.10 * * * Vel Total (ft/s) * 2.95 * Avg. Vel. (ft/s) * * 2.95 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 667.1 * Conv. (cfs) * * 667.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 63.14 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.22 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.93 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 53.75 * * * E.G. Slope (ft/ft) *0.023303 * Area (sq ft) * * 53.75 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 72.28 * Top Width (ft) * * 72.28 * * * Vel Total (ft/s) * 3.72 * Avg. Vel. (ft/s) * * 3.72 * * * Max Chl Dpth (ft) * 0.93 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 1310.2 * Conv. (cfs) * * 1310.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 72.34 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.02 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 130.62 * * * E.G. Slope (ft/ft) *0.022777 * Area (sq ft) * * 130.62 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.55 * Top Width (ft) * * 165.55 * * * Vel Total (ft/s) * 3.83 * Avg. Vel. (ft/s) * * 3.83 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3313.0 * Conv. (cfs) * * 3313.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.65 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.29 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.90 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 207.74 * * * E.G. Slope (ft/ft) *0.022602 * Area (sq ft) * * 207.74 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 185.64 * Top Width (ft) * * 185.64 * * * Vel Total (ft/s) * 4.81 * Avg. Vel. (ft/s) * * 4.81 * * * Max Chl Dpth (ft) * 1.90 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 6651.6 * Conv. (cfs) * * 6651.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 185.76 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.60 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.35 * Flow Area (sq ft) * * 355.28 * * * E.G. Slope (ft/ft) *0.020826 * Area (sq ft) * * 355.28 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 236.11 * Top Width (ft) * * 236.11 * * * Vel Total (ft/s) * 5.63 * Avg. Vel. (ft/s) * * 5.63 * * * Max Chl Dpth (ft) * 2.61 * Hydr. Depth (ft) * * 1.50 * * * Conv. Total (cfs) * 13858.8 * Conv. (cfs) * * 13858.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 236.25 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.01 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.82 * Flow Area (sq ft) * * 561.54 * * * E.G. Slope (ft/ft) *0.020152 * Area (sq ft) * * 561.54 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 393.89 * Top Width (ft) * * 393.89 * * * Vel Total (ft/s) * 5.34 * Avg. Vel. (ft/s) * * 5.34 * * * Max Chl Dpth (ft) * 3.29 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 21132.9 * Conv. (cfs) * * 21132.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 394.05 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.58 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3170.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 871.75 * * * E.G. Slope (ft/ft) *0.020349 * Area (sq ft) * * 871.75 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 479.98 * Top Width (ft) * * 479.98 * * * Vel Total (ft/s) * 6.31 * Avg. Vel. (ft/s) * * 6.31 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 38556.1 * Conv. (cfs) * * 38556.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 480.15 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.55 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #13 REACH: Reach-38-39-39 RS: 1300 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.12 * Flow Area (sq ft) * * 5.26 * * * E.G. Slope (ft/ft) *0.075430 * Area (sq ft) * * 5.26 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 46.69 * Top Width (ft) * * 46.69 * * * Vel Total (ft/s) * 1.90 * Avg. Vel. (ft/s) * * 1.90 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 36.4 * Conv. (cfs) * * 36.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 46.70 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.01 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.57 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.52 * Flow Area (sq ft) * * 29.41 * * * E.G. Slope (ft/ft) *0.034498 * Area (sq ft) * * 29.41 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 60.80 * Top Width (ft) * * 60.80 * * * Vel Total (ft/s) * 3.40 * Avg. Vel. (ft/s) * * 3.40 * * * Max Chl Dpth (ft) * 0.57 * Hydr. Depth (ft) * * 0.48 * * * Conv. Total (cfs) * 538.4 * Conv. (cfs) * * 538.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 60.84 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.54 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.79 * Flow Area (sq ft) * * 46.96 * * * E.G. Slope (ft/ft) *0.034534 * Area (sq ft) * * 46.96 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 69.27 * Top Width (ft) * * 69.27 * * * Vel Total (ft/s) * 4.26 * Avg. Vel. (ft/s) * * 4.26 * * * Max Chl Dpth (ft) * 0.84 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 1076.2 * Conv. (cfs) * * 1076.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 69.32 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.31 * Flow Area (sq ft) * * 114.00 * * * E.G. Slope (ft/ft) *0.034511 * Area (sq ft) * * 114.00 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 160.90 * Top Width (ft) * * 160.90 * * * Vel Total (ft/s) * 4.39 * Avg. Vel. (ft/s) * * 4.39 * * * Max Chl Dpth (ft) * 1.36 * Hydr. Depth (ft) * * 0.71 * * * Conv. Total (cfs) * 2691.5 * Conv. (cfs) * * 2691.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 160.99 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.75 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 180.21 * * * E.G. Slope (ft/ft) *0.034514 * Area (sq ft) * * 180.21 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 178.73 * Top Width (ft) * * 178.73 * * * Vel Total (ft/s) * 5.55 * Avg. Vel. (ft/s) * * 5.55 * * * Max Chl Dpth (ft) * 1.75 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5382.7 * Conv. (cfs) * * 5382.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 178.84 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.05 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.70 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.36 * Flow Area (sq ft) * * 298.31 * * * E.G. Slope (ft/ft) *0.033334 * Area (sq ft) * * 298.31 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 217.04 * Top Width (ft) * * 217.04 * * * Vel Total (ft/s) * 6.70 * Avg. Vel. (ft/s) * * 6.70 * * * Max Chl Dpth (ft) * 2.36 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 10954.4 * Conv. (cfs) * * 10954.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 217.17 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.82 * Flow Area (sq ft) * * 408.25 * * * E.G. Slope (ft/ft) *0.032254 * Area (sq ft) * * 408.25 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 252.56 * Top Width (ft) * * 252.56 * * * Vel Total (ft/s) * 7.35 * Avg. Vel. (ft/s) * * 7.35 * * * Max Chl Dpth (ft) * 2.82 * Hydr. Depth (ft) * * 1.62 * * * Conv. Total (cfs) * 16704.5 * Conv. (cfs) * * 16704.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 252.70 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.90 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.57 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 748.86 * * * E.G. Slope (ft/ft) *0.030790 * Area (sq ft) * * 748.86 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 447.86 * Top Width (ft) * * 447.86 * * * Vel Total (ft/s) * 7.34 * Avg. Vel. (ft/s) * * 7.34 * * * Max Chl Dpth (ft) * 3.73 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 31344.2 * Conv. (cfs) * * 31344.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 448.02 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #13 REACH: Reach-39 RS: 1305 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.19 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.57 * * * E.G. Slope (ft/ft) *0.015719 * Area (sq ft) * * 8.57 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 48.86 * Top Width (ft) * * 48.86 * * * Vel Total (ft/s) * 1.17 * Avg. Vel. (ft/s) * * 1.17 * * * Max Chl Dpth (ft) * 0.19 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 79.8 * Conv. (cfs) * * 79.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 48.88 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.20 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.68 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 36.52 * * * E.G. Slope (ft/ft) *0.018098 * Area (sq ft) * * 36.52 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 64.36 * Top Width (ft) * * 64.36 * * * Vel Total (ft/s) * 2.74 * Avg. Vel. (ft/s) * * 2.74 * * * Max Chl Dpth (ft) * 0.68 * Hydr. Depth (ft) * * 0.57 * * * Conv. Total (cfs) * 743.3 * Conv. (cfs) * * 743.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 64.41 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.75 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 57.76 * * * E.G. Slope (ft/ft) *0.018911 * Area (sq ft) * * 57.76 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 74.00 * Top Width (ft) * * 74.00 * * * Vel Total (ft/s) * 3.46 * Avg. Vel. (ft/s) * * 3.46 * * * Max Chl Dpth (ft) * 0.99 * Hydr. Depth (ft) * * 0.78 * * * Conv. Total (cfs) * 1454.4 * Conv. (cfs) * * 1454.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 74.07 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.19 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 138.84 * * * E.G. Slope (ft/ft) *0.018923 * Area (sq ft) * * 138.84 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 167.81 * Top Width (ft) * * 167.81 * * * Vel Total (ft/s) * 3.60 * Avg. Vel. (ft/s) * * 3.60 * * * Max Chl Dpth (ft) * 1.51 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 3634.8 * Conv. (cfs) * * 3634.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 167.91 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.52 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.96 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 218.83 * * * E.G. Slope (ft/ft) *0.019375 * Area (sq ft) * * 218.83 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 188.35 * Top Width (ft) * * 188.35 * * * Vel Total (ft/s) * 4.57 * Avg. Vel. (ft/s) * * 4.57 * * * Max Chl Dpth (ft) * 1.96 * Hydr. Depth (ft) * * 1.16 * * * Conv. Total (cfs) * 7184.2 * Conv. (cfs) * * 7184.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 188.47 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.40 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.42 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 362.29 * * * E.G. Slope (ft/ft) *0.019760 * Area (sq ft) * * 362.29 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 238.36 * Top Width (ft) * * 238.36 * * * Vel Total (ft/s) * 5.52 * Avg. Vel. (ft/s) * * 5.52 * * * Max Chl Dpth (ft) * 2.64 * Hydr. Depth (ft) * * 1.52 * * * Conv. Total (cfs) * 14227.6 * Conv. (cfs) * * 14227.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 238.50 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.35 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 566.55 * * * E.G. Slope (ft/ft) *0.019666 * Area (sq ft) * * 566.55 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 395.43 * Top Width (ft) * * 395.43 * * * Vel Total (ft/s) * 5.30 * Avg. Vel. (ft/s) * * 5.30 * * * Max Chl Dpth (ft) * 3.30 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 21392.4 * Conv. (cfs) * * 21392.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 395.59 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.31 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.60 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3170.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 874.33 * * * E.G. Slope (ft/ft) *0.019813 * Area (sq ft) * * 874.33 * * * Q Total (cfs) * 5450.00 * Flow (cfs) * * 5450.00 * * * Top Width (ft) * 480.48 * Top Width (ft) * * 480.48 * * * Vel Total (ft/s) * 6.23 * Avg. Vel. (ft/s) * * 6.23 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 38719.2 * Conv. (cfs) * * 38719.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 480.65 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.02 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #13 REACH: Reach-39 RS: 1300 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.12 * Flow Area (sq ft) * * 5.26 * * * E.G. Slope (ft/ft) *0.075430 * Area (sq ft) * * 5.26 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 46.69 * Top Width (ft) * * 46.69 * * * Vel Total (ft/s) * 1.90 * Avg. Vel. (ft/s) * * 1.90 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 36.4 * Conv. (cfs) * * 36.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 46.70 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.01 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.65 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.52 * Flow Area (sq ft) * * 34.35 * * * E.G. Slope (ft/ft) *0.021700 * Area (sq ft) * * 34.35 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 63.30 * Top Width (ft) * * 63.30 * * * Vel Total (ft/s) * 2.91 * Avg. Vel. (ft/s) * * 2.91 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 678.8 * Conv. (cfs) * * 678.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 63.34 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.79 * Flow Area (sq ft) * * 55.07 * * * E.G. Slope (ft/ft) *0.021709 * Area (sq ft) * * 55.07 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 72.85 * Top Width (ft) * * 72.85 * * * Vel Total (ft/s) * 3.63 * Avg. Vel. (ft/s) * * 3.63 * * * Max Chl Dpth (ft) * 0.95 * Hydr. Depth (ft) * * 0.76 * * * Conv. Total (cfs) * 1357.4 * Conv. (cfs) * * 1357.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 72.92 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.31 * Flow Area (sq ft) * * 132.72 * * * E.G. Slope (ft/ft) *0.021696 * Area (sq ft) * * 132.72 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 166.13 * Top Width (ft) * * 166.13 * * * Vel Total (ft/s) * 3.77 * Avg. Vel. (ft/s) * * 3.77 * * * Max Chl Dpth (ft) * 1.48 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 3394.6 * Conv. (cfs) * * 3394.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 166.23 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.07 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 210.60 * * * E.G. Slope (ft/ft) *0.021704 * Area (sq ft) * * 210.60 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 186.34 * Top Width (ft) * * 186.34 * * * Vel Total (ft/s) * 4.75 * Avg. Vel. (ft/s) * * 4.75 * * * Max Chl Dpth (ft) * 1.92 * Hydr. Depth (ft) * * 1.13 * * * Conv. Total (cfs) * 6787.8 * Conv. (cfs) * * 6787.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 186.46 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.27 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.36 * Flow Area (sq ft) * * 349.88 * * * E.G. Slope (ft/ft) *0.021702 * Area (sq ft) * * 349.88 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 234.37 * Top Width (ft) * * 234.37 * * * Vel Total (ft/s) * 5.72 * Avg. Vel. (ft/s) * * 5.72 * * * Max Chl Dpth (ft) * 2.58 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 13576.4 * Conv. (cfs) * * 13576.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 234.51 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.55 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.82 * Flow Area (sq ft) * * 546.53 * * * E.G. Slope (ft/ft) *0.021711 * Area (sq ft) * * 546.53 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 389.25 * Top Width (ft) * * 389.25 * * * Vel Total (ft/s) * 5.49 * Avg. Vel. (ft/s) * * 5.49 * * * Max Chl Dpth (ft) * 3.25 * Hydr. Depth (ft) * * 1.40 * * * Conv. Total (cfs) * 20360.3 * Conv. (cfs) * * 20360.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 389.40 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.90 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.65 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3169.72 * Flow Area (sq ft) * * 845.22 * * * E.G. Slope (ft/ft) *0.021734 * Area (sq ft) * * 845.22 * * * Q Total (cfs) * 5450.00 * Flow (cfs) * * 5450.00 * * * Top Width (ft) * 473.23 * Top Width (ft) * * 473.23 * * * Vel Total (ft/s) * 6.45 * Avg. Vel. (ft/s) * * 6.45 * * * Max Chl Dpth (ft) * 3.94 * Hydr. Depth (ft) * * 1.79 * * * Conv. Total (cfs) * 36967.7 * Conv. (cfs) * * 36967.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 473.40 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.62 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #13 REACH: Reach-41-39 RS: 1305 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.45 * * * E.G. Slope (ft/ft) *0.016436 * Area (sq ft) * * 8.45 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 48.79 * Top Width (ft) * * 48.79 * * * Vel Total (ft/s) * 1.18 * Avg. Vel. (ft/s) * * 1.18 * * * Max Chl Dpth (ft) * 0.18 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 78.0 * Conv. (cfs) * * 78.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 48.80 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.21 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 33.86 * * * E.G. Slope (ft/ft) *0.022655 * Area (sq ft) * * 33.86 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 63.05 * Top Width (ft) * * 63.05 * * * Vel Total (ft/s) * 2.95 * Avg. Vel. (ft/s) * * 2.95 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 664.4 * Conv. (cfs) * * 664.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 63.10 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.24 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.93 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 53.71 * * * E.G. Slope (ft/ft) *0.023347 * Area (sq ft) * * 53.71 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 72.26 * Top Width (ft) * * 72.26 * * * Vel Total (ft/s) * 3.72 * Avg. Vel. (ft/s) * * 3.72 * * * Max Chl Dpth (ft) * 0.93 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 1308.9 * Conv. (cfs) * * 1308.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 72.33 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.03 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.47 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 130.70 * * * E.G. Slope (ft/ft) *0.022734 * Area (sq ft) * * 130.70 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.58 * Top Width (ft) * * 165.58 * * * Vel Total (ft/s) * 3.83 * Avg. Vel. (ft/s) * * 3.83 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3316.1 * Conv. (cfs) * * 3316.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.67 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.28 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.92 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 210.19 * * * E.G. Slope (ft/ft) *0.021830 * Area (sq ft) * * 210.19 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 186.24 * Top Width (ft) * * 186.24 * * * Vel Total (ft/s) * 4.76 * Avg. Vel. (ft/s) * * 4.76 * * * Max Chl Dpth (ft) * 1.92 * Hydr. Depth (ft) * * 1.13 * * * Conv. Total (cfs) * 6768.2 * Conv. (cfs) * * 6768.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 186.36 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.31 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.36 * Flow Area (sq ft) * * 355.28 * * * E.G. Slope (ft/ft) *0.020826 * Area (sq ft) * * 355.28 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 236.11 * Top Width (ft) * * 236.11 * * * Vel Total (ft/s) * 5.63 * Avg. Vel. (ft/s) * * 5.63 * * * Max Chl Dpth (ft) * 2.61 * Hydr. Depth (ft) * * 1.50 * * * Conv. Total (cfs) * 13858.8 * Conv. (cfs) * * 13858.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 236.25 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.01 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.82 * Flow Area (sq ft) * * 562.41 * * * E.G. Slope (ft/ft) *0.020067 * Area (sq ft) * * 562.41 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 394.16 * Top Width (ft) * * 394.16 * * * Vel Total (ft/s) * 5.33 * Avg. Vel. (ft/s) * * 5.33 * * * Max Chl Dpth (ft) * 3.29 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 21177.6 * Conv. (cfs) * * 21177.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 394.32 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.53 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3170.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 871.86 * * * E.G. Slope (ft/ft) *0.020341 * Area (sq ft) * * 871.86 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 480.01 * Top Width (ft) * * 480.01 * * * Vel Total (ft/s) * 6.31 * Avg. Vel. (ft/s) * * 6.31 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 38563.1 * Conv. (cfs) * * 38563.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 480.18 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.55 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #13 REACH: Reach-41-39 RS: 1300 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values Sta n Val Sta num= n Val 3 Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.14 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.12 * Flow Area (sq ft) * * 6.53 * * * E.G. Slope (ft/ft) *0.037429 * Area (sq ft) * * 6.53 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 47.54 * Top Width (ft) * * 47.54 * * * Vel Total (ft/s) * 1.53 * Avg. Vel. (ft/s) * * 1.53 * * * Max Chl Dpth (ft) * 0.14 * Hydr. Depth (ft) * * 0.14 * * * Conv. Total (cfs) * 51.7 * Conv. (cfs) * * 51.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 47.55 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.49 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.55 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.52 * Flow Area (sq ft) * * 28.63 * * * E.G. Slope (ft/ft) *0.037413 * Area (sq ft) * * 28.63 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 60.39 * Top Width (ft) * * 60.39 * * * Vel Total (ft/s) * 3.49 * Avg. Vel. (ft/s) * * 3.49 * * * Max Chl Dpth (ft) * 0.55 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 517.0 * Conv. (cfs) * * 517.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 60.43 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.87 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.79 * Flow Area (sq ft) * * 45.68 * * * E.G. Slope (ft/ft) *0.037442 * Area (sq ft) * * 45.68 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 68.68 * Top Width (ft) * * 68.68 * * * Vel Total (ft/s) * 4.38 * Avg. Vel. (ft/s) * * 4.38 * * * Max Chl Dpth (ft) * 0.82 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 1033.6 * Conv. (cfs) * * 1033.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 68.74 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.80 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.31 * Flow Area (sq ft) * * 111.02 * * * E.G. Slope (ft/ft) *0.037429 * Area (sq ft) * * 111.02 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 160.05 * Top Width (ft) * * 160.05 * * * Vel Total (ft/s) * 4.50 * Avg. Vel. (ft/s) * * 4.50 * * * Max Chl Dpth (ft) * 1.34 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 2584.4 * Conv. (cfs) * * 2584.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 160.14 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 175.42 * * * E.G. Slope (ft/ft) *0.037406 * Area (sq ft) * * 175.42 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 177.50 * Top Width (ft) * * 177.50 * * * Vel Total (ft/s) * 5.70 * Avg. Vel. (ft/s) * * 5.70 * * * Max Chl Dpth (ft) * 1.73 * Hydr. Depth (ft) * * 0.99 * * * Conv. Total (cfs) * 5170.4 * Conv. (cfs) * * 5170.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 177.61 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.70 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.36 * Flow Area (sq ft) * * 298.25 * * * E.G. Slope (ft/ft) *0.033350 * Area (sq ft) * * 298.25 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 217.02 * Top Width (ft) * * 217.02 * * * Vel Total (ft/s) * 6.71 * Avg. Vel. (ft/s) * * 6.71 * * * Max Chl Dpth (ft) * 2.36 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 10951.8 * Conv. (cfs) * * 10951.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 217.16 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.82 * Flow Area (sq ft) * * 407.14 * * * E.G. Slope (ft/ft) *0.032490 * Area (sq ft) * * 407.14 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 252.23 * Top Width (ft) * * 252.23 * * * Vel Total (ft/s) * 7.37 * Avg. Vel. (ft/s) * * 7.37 * * * Max Chl Dpth (ft) * 2.82 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 16643.5 * Conv. (cfs) * * 16643.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 252.37 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 24.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.57 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 748.86 * * * E.G. Slope (ft/ft) *0.030790 * Area (sq ft) * * 748.86 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 447.86 * Top Width (ft) * * 447.86 * * * Vel Total (ft/s) * 7.34 * Avg. Vel. (ft/s) * * 7.34 * * * Max Chl Dpth (ft) * 3.73 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 31344.2 * Conv. (cfs) * * 31344.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 448.02 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #13 REACH: Reach-41-68 RS: 1305 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.44 * * * E.G. Slope (ft/ft) *0.016510 * Area (sq ft) * * 8.44 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 48.78 * Top Width (ft) * * 48.78 * * * Vel Total (ft/s) * 1.19 * Avg. Vel. (ft/s) * * 1.19 * * * Max Chl Dpth (ft) * 0.18 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 77.8 * Conv. (cfs) * * 77.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 48.79 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.21 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 33.67 * * * E.G. Slope (ft/ft) *0.023027 * Area (sq ft) * * 33.67 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 62.96 * Top Width (ft) * * 62.96 * * * Vel Total (ft/s) * 2.97 * Avg. Vel. (ft/s) * * 2.97 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 659.0 * Conv. (cfs) * * 659.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 63.00 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.28 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.93 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 53.82 * * * E.G. Slope (ft/ft) *0.023214 * Area (sq ft) * * 53.82 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 72.31 * Top Width (ft) * * 72.31 * * * Vel Total (ft/s) * 3.72 * Avg. Vel. (ft/s) * * 3.72 * * * Max Chl Dpth (ft) * 0.93 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 1312.7 * Conv. (cfs) * * 1312.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 72.37 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.00 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 130.21 * * * E.G. Slope (ft/ft) *0.022993 * Area (sq ft) * * 130.21 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.44 * Top Width (ft) * * 165.44 * * * Vel Total (ft/s) * 3.84 * Avg. Vel. (ft/s) * * 3.84 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3297.4 * Conv. (cfs) * * 3297.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.54 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.34 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.92 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 210.55 * * * E.G. Slope (ft/ft) *0.021718 * Area (sq ft) * * 210.55 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 186.33 * Top Width (ft) * * 186.33 * * * Vel Total (ft/s) * 4.75 * Avg. Vel. (ft/s) * * 4.75 * * * Max Chl Dpth (ft) * 1.92 * Hydr. Depth (ft) * * 1.13 * * * Conv. Total (cfs) * 6785.6 * Conv. (cfs) * * 6785.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 186.45 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.27 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.36 * Flow Area (sq ft) * * 355.34 * * * E.G. Slope (ft/ft) *0.020817 * Area (sq ft) * * 355.34 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 236.13 * Top Width (ft) * * 236.13 * * * Vel Total (ft/s) * 5.63 * Avg. Vel. (ft/s) * * 5.63 * * * Max Chl Dpth (ft) * 2.61 * Hydr. Depth (ft) * * 1.50 * * * Conv. Total (cfs) * 13861.9 * Conv. (cfs) * * 13861.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 236.27 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.00 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3168.82 * Flow Area (sq ft) * * 562.79 * * * E.G. Slope (ft/ft) *0.020030 * Area (sq ft) * * 562.79 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 394.28 * Top Width (ft) * * 394.28 * * * Vel Total (ft/s) * 5.33 * Avg. Vel. (ft/s) * * 5.33 * * * Max Chl Dpth (ft) * 3.29 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 21197.6 * Conv. (cfs) * * 21197.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 394.44 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.78 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.51 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3170.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 871.75 * * * E.G. Slope (ft/ft) *0.020349 * Area (sq ft) * * 871.75 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 479.98 * Top Width (ft) * * 479.98 * * * Vel Total (ft/s) * 6.31 * Avg. Vel. (ft/s) * * 6.31 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 38556.1 * Conv. (cfs) * * 38556.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 480.15 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.55 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #13 REACH: Reach-41-68 RS: 1300 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3170 135.04 3169 167.04 3168 180.23 3167 190.99 3166 231.17 3166 232.36 3166 234 3166 254.63 3167 257.14 3167 259.81 3167 267.17 3167 284.94 3167 311.7 3167 324.56 3167 357.1 3168 400.95 3169 403.41 3169 422.65 3169 422.92 3169 438.08 3169 441.19 3169 494.27 3169 580.48 3170 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 580.48 .05 Bank Sta: Left 100 Right 580.48 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3166.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.14 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.12 * Flow Area (sq ft) * * 6.50 * * * E.G. Slope (ft/ft) *0.038076 * Area (sq ft) * * 6.50 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 47.52 * Top Width (ft) * * 47.52 * * * Vel Total (ft/s) * 1.54 * Avg. Vel. (ft/s) * * 1.54 * * * Max Chl Dpth (ft) * 0.14 * Hydr. Depth (ft) * * 0.14 * * * Conv. Total (cfs) * 51.2 * Conv. (cfs) * * 51.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 47.53 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.50 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3166.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.55 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.52 * Flow Area (sq ft) * * 28.45 * * * E.G. Slope (ft/ft) *0.038116 * Area (sq ft) * * 28.45 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 60.30 * Top Width (ft) * * 60.30 * * * Vel Total (ft/s) * 3.51 * Avg. Vel. (ft/s) * * 3.51 * * * Max Chl Dpth (ft) * 0.55 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 512.2 * Conv. (cfs) * * 512.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 60.34 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.94 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3167.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3166.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3166.79 * Flow Area (sq ft) * * 45.39 * * * E.G. Slope (ft/ft) *0.038134 * Area (sq ft) * * 45.39 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 68.55 * Top Width (ft) * * 68.55 * * * Vel Total (ft/s) * 4.41 * Avg. Vel. (ft/s) * * 4.41 * * * Max Chl Dpth (ft) * 0.81 * Hydr. Depth (ft) * * 0.66 * * * Conv. Total (cfs) * 1024.2 * Conv. (cfs) * * 1024.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 68.61 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.94 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3167.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.31 * Flow Area (sq ft) * * 110.36 * * * E.G. Slope (ft/ft) *0.038125 * Area (sq ft) * * 110.36 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 159.86 * Top Width (ft) * * 159.86 * * * Vel Total (ft/s) * 4.53 * Avg. Vel. (ft/s) * * 4.53 * * * Max Chl Dpth (ft) * 1.34 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 2560.8 * Conv. (cfs) * * 2560.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 159.95 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 1.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3168.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3167.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3167.72 * Flow Area (sq ft) * * 175.08 * * * E.G. Slope (ft/ft) *0.037628 * Area (sq ft) * * 175.08 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 177.41 * Top Width (ft) * * 177.41 * * * Vel Total (ft/s) * 5.71 * Avg. Vel. (ft/s) * * 5.71 * * * Max Chl Dpth (ft) * 1.72 * Hydr. Depth (ft) * * 0.99 * * * Conv. Total (cfs) * 5155.2 * Conv. (cfs) * * 5155.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 177.52 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.23 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3169.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.70 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.36 * Flow Area (sq ft) * * 298.25 * * * E.G. Slope (ft/ft) *0.033350 * Area (sq ft) * * 298.25 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 217.02 * Top Width (ft) * * 217.02 * * * Vel Total (ft/s) * 6.71 * Avg. Vel. (ft/s) * * 6.71 * * * Max Chl Dpth (ft) * 2.36 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 10951.8 * Conv. (cfs) * * 10951.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 217.16 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 2.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3169.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3168.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3168.82 * Flow Area (sq ft) * * 406.41 * * * E.G. Slope (ft/ft) *0.032649 * Area (sq ft) * * 406.41 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 252.00 * Top Width (ft) * * 252.00 * * * Vel Total (ft/s) * 7.38 * Avg. Vel. (ft/s) * * 7.38 * * * Max Chl Dpth (ft) * 2.82 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 16603.0 * Conv. (cfs) * * 16603.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 252.15 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 24.25 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3170.57 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.84 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3169.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3169.73 * Flow Area (sq ft) * * 748.86 * * * E.G. Slope (ft/ft) *0.030790 * Area (sq ft) * * 748.86 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 447.86 * Top Width (ft) * * 447.86 * * * Vel Total (ft/s) * 7.34 * Avg. Vel. (ft/s) * * 7.34 * * * Max Chl Dpth (ft) * 3.73 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 31344.2 * Conv. (cfs) * * 31344.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 448.02 * * * Min Ch El (ft) * 3166.00 * Shear (lb/sq ft) * * 3.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #14 REACH: Reach-7 RS: 1405 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 3365 294.07 3365 299.07 3366 303.37 3367 313.05 3367 371.97 3367 376.68 3367 379.26 3367 395.78 3368 406.61 3369 424.9 3370 445.84 3371 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left 100 Right 445.84 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 5.89 * * * E.G. Slope (ft/ft) *0.019354 * Area (sq ft) * * 5.89 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.39 * Top Width (ft) * * 22.39 * * * Vel Total (ft/s) * 1.70 * Avg. Vel. (ft/s) * * 1.70 * * * Max Chl Dpth (ft) * 0.30 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 71.9 * Conv. (cfs) * * 71.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 22.43 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.54 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3366.02 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 26.61 * * * E.G. Slope (ft/ft) *0.023475 * Area (sq ft) * * 26.61 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 35.36 * Top Width (ft) * * 35.36 * * * Vel Total (ft/s) * 3.76 * Avg. Vel. (ft/s) * * 3.76 * * * Max Chl Dpth (ft) * 1.02 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 652.7 * Conv. (cfs) * * 652.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 35.50 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.13 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 128.88 * * * E.G. Slope (ft/ft) *0.023254 * Area (sq ft) * * 128.88 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 162.41 * Top Width (ft) * * 162.41 * * * Vel Total (ft/s) * 3.88 * Avg. Vel. (ft/s) * * 3.88 * * * Max Chl Dpth (ft) * 2.39 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3278.9 * Conv. (cfs) * * 3278.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 162.72 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.46 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 208.34 * * * E.G. Slope (ft/ft) *0.022727 * Area (sq ft) * * 208.34 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 187.56 * Top Width (ft) * * 187.56 * * * Vel Total (ft/s) * 4.80 * Avg. Vel. (ft/s) * * 4.80 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.11 * * * Conv. Total (cfs) * 6633.3 * Conv. (cfs) * * 6633.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 187.89 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.55 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3369.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3368.27 * Flow Area (sq ft) * * 343.09 * * * E.G. Slope (ft/ft) *0.020399 * Area (sq ft) * * 343.09 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 212.79 * Top Width (ft) * * 212.79 * * * Vel Total (ft/s) * 5.83 * Avg. Vel. (ft/s) * * 5.83 * * * Max Chl Dpth (ft) * 3.51 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 14003.2 * Conv. (cfs) * * 14003.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 213.16 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.95 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.73 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.50 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.22 * Flow Area (sq ft) * * 585.08 * * * E.G. Slope (ft/ft) *0.019832 * Area (sq ft) * * 585.08 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 279.81 * Top Width (ft) * * 279.81 * * * Vel Total (ft/s) * 6.84 * Avg. Vel. (ft/s) * * 6.84 * * * Max Chl Dpth (ft) * 4.50 * Hydr. Depth (ft) * * 2.09 * * * Conv. Total (cfs) * 28403.6 * Conv. (cfs) * * 28403.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 280.24 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.67 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.87 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.86 * Flow Area (sq ft) * * 799.72 * * * E.G. Slope (ft/ft) *0.018929 * Area (sq ft) * * 799.72 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 321.26 * Top Width (ft) * * 321.26 * * * Vel Total (ft/s) * 7.50 * Avg. Vel. (ft/s) * * 7.50 * * * Max Chl Dpth (ft) * 5.22 * Hydr. Depth (ft) * * 2.49 * * * Conv. Total (cfs) * 43610.6 * Conv. (cfs) * * 43610.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 321.73 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.04 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 1056.63 * * * E.G. Slope (ft/ft) *0.018355 * Area (sq ft) * * 1056.63 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 342.86 * Top Width (ft) * * 342.86 * * * Vel Total (ft/s) * 8.52 * Avg. Vel. (ft/s) * * 8.52 * * * Max Chl Dpth (ft) * 5.99 * Hydr. Depth (ft) * * 3.08 * * * Conv. Total (cfs) * 66429.9 * Conv. (cfs) * * 66429.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 343.40 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.03 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #14 REACH: Reach-7 RS: 1400 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 371.97 424.9 3365 3367 3370 294.07 376.68 445.84 3365 3367 3371 299.07 379.26 3366 3367 303.37 395.78 3367 3368 313.05 406.61 3367 3369 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left 100 Right 445.84 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.26 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.21 * Flow Area (sq ft) * * 4.91 * * * E.G. Slope (ft/ft) *0.033933 * Area (sq ft) * * 4.91 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 21.57 * Top Width (ft) * * 21.57 * * * Vel Total (ft/s) * 2.04 * Avg. Vel. (ft/s) * * 2.04 * * * Max Chl Dpth (ft) * 0.25 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 54.3 * Conv. (cfs) * * 54.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 21.61 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.87 * Flow Area (sq ft) * * 23.36 * * * E.G. Slope (ft/ft) *0.033934 * Area (sq ft) * * 23.36 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 33.66 * Top Width (ft) * * 33.66 * * * Vel Total (ft/s) * 4.28 * Avg. Vel. (ft/s) * * 4.28 * * * Max Chl Dpth (ft) * 0.92 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 542.9 * Conv. (cfs) * * 542.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 33.78 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.27 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.29 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.24 * Flow Area (sq ft) * * 113.52 * * * E.G. Slope (ft/ft) *0.033961 * Area (sq ft) * * 113.52 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 157.08 * Top Width (ft) * * 157.08 * * * Vel Total (ft/s) * 4.40 * Avg. Vel. (ft/s) * * 4.40 * * * Max Chl Dpth (ft) * 2.29 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 2713.2 * Conv. (cfs) * * 2713.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 157.38 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.70 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.67 * Flow Area (sq ft) * * 181.55 * * * E.G. Slope (ft/ft) *0.033910 * Area (sq ft) * * 181.55 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 179.48 * Top Width (ft) * * 179.48 * * * Vel Total (ft/s) * 5.51 * Avg. Vel. (ft/s) * * 5.51 * * * Max Chl Dpth (ft) * 2.70 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5430.5 * Conv. (cfs) * * 5430.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 179.80 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.77 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3368.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3368.27 * Flow Area (sq ft) * * 293.30 * * * E.G. Slope (ft/ft) *0.032753 * Area (sq ft) * * 293.30 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 205.10 * Top Width (ft) * * 205.10 * * * Vel Total (ft/s) * 6.82 * Avg. Vel. (ft/s) * * 6.82 * * * Max Chl Dpth (ft) * 3.27 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 11051.1 * Conv. (cfs) * * 11051.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 205.45 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.91 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.95 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.23 * Flow Area (sq ft) * * 510.12 * * * E.G. Slope (ft/ft) *0.029290 * Area (sq ft) * * 510.12 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 266.07 * Top Width (ft) * * 266.07 * * * Vel Total (ft/s) * 7.84 * Avg. Vel. (ft/s) * * 7.84 * * * Max Chl Dpth (ft) * 4.23 * Hydr. Depth (ft) * * 1.92 * * * Conv. Total (cfs) * 23372.3 * Conv. (cfs) * * 23372.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 266.48 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.87 * Flow Area (sq ft) * * 691.13 * * * E.G. Slope (ft/ft) *0.027874 * Area (sq ft) * * 691.13 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 298.18 * Top Width (ft) * * 298.18 * * * Vel Total (ft/s) * 8.68 * Avg. Vel. (ft/s) * * 8.68 * * * Max Chl Dpth (ft) * 4.87 * Hydr. Depth (ft) * * 2.32 * * * Conv. Total (cfs) * 35937.8 * Conv. (cfs) * * 35937.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 298.61 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.03 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 34.97 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.65 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 941.64 * * * E.G. Slope (ft/ft) *0.025957 * Area (sq ft) * * 941.64 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 333.37 * Top Width (ft) * * 333.37 * * * Vel Total (ft/s) * 9.56 * Avg. Vel. (ft/s) * * 9.56 * * * Max Chl Dpth (ft) * 5.65 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 55861.4 * Conv. (cfs) * * 55861.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 333.87 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 43.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #14 REACH: Reach-8 RS: 1405 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 3365 294.07 3365 299.07 3366 303.37 3367 313.05 3367 371.97 3367 376.68 3367 379.26 3367 395.78 3368 406.61 3369 424.9 3370 445.84 3371 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left 100 Right 445.84 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 5.90 * * * E.G. Slope (ft/ft) *0.019299 * Area (sq ft) * * 5.90 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.39 * Top Width (ft) * * 22.39 * * * Vel Total (ft/s) * 1.69 * Avg. Vel. (ft/s) * * 1.69 * * * Max Chl Dpth (ft) * 0.30 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 72.0 * Conv. (cfs) * * 72.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 22.43 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.54 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3366.02 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 26.61 * * * E.G. Slope (ft/ft) *0.023475 * Area (sq ft) * * 26.61 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 35.36 * Top Width (ft) * * 35.36 * * * Vel Total (ft/s) * 3.76 * Avg. Vel. (ft/s) * * 3.76 * * * Max Chl Dpth (ft) * 1.02 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 652.7 * Conv. (cfs) * * 652.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 35.50 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.13 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 129.56 * * * E.G. Slope (ft/ft) *0.022896 * Area (sq ft) * * 129.56 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 162.64 * Top Width (ft) * * 162.64 * * * Vel Total (ft/s) * 3.86 * Avg. Vel. (ft/s) * * 3.86 * * * Max Chl Dpth (ft) * 2.39 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 3304.4 * Conv. (cfs) * * 3304.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 162.95 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.39 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 208.30 * * * E.G. Slope (ft/ft) *0.022742 * Area (sq ft) * * 208.30 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 187.55 * Top Width (ft) * * 187.55 * * * Vel Total (ft/s) * 4.80 * Avg. Vel. (ft/s) * * 4.80 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.11 * * * Conv. Total (cfs) * 6631.2 * Conv. (cfs) * * 6631.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 187.88 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.56 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3369.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3368.27 * Flow Area (sq ft) * * 342.98 * * * E.G. Slope (ft/ft) *0.020418 * Area (sq ft) * * 342.98 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 212.78 * Top Width (ft) * * 212.78 * * * Vel Total (ft/s) * 5.83 * Avg. Vel. (ft/s) * * 5.83 * * * Max Chl Dpth (ft) * 3.51 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 13996.8 * Conv. (cfs) * * 13996.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 213.14 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.96 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.50 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.22 * Flow Area (sq ft) * * 585.77 * * * E.G. Slope (ft/ft) *0.019767 * Area (sq ft) * * 585.77 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 279.94 * Top Width (ft) * * 279.94 * * * Vel Total (ft/s) * 6.83 * Avg. Vel. (ft/s) * * 6.83 * * * Max Chl Dpth (ft) * 4.50 * Hydr. Depth (ft) * * 2.09 * * * Conv. Total (cfs) * 28450.7 * Conv. (cfs) * * 28450.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 280.36 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.61 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.87 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.87 * Flow Area (sq ft) * * 799.40 * * * E.G. Slope (ft/ft) *0.018951 * Area (sq ft) * * 799.40 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 321.24 * Top Width (ft) * * 321.24 * * * Vel Total (ft/s) * 7.51 * Avg. Vel. (ft/s) * * 7.51 * * * Max Chl Dpth (ft) * 5.22 * Hydr. Depth (ft) * * 2.49 * * * Conv. Total (cfs) * 43584.5 * Conv. (cfs) * * 43584.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 321.70 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.07 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 1056.04 * * * E.G. Slope (ft/ft) *0.018386 * Area (sq ft) * * 1056.04 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 342.81 * Top Width (ft) * * 342.81 * * * Vel Total (ft/s) * 8.52 * Avg. Vel. (ft/s) * * 8.52 * * * Max Chl Dpth (ft) * 5.99 * Hydr. Depth (ft) * * 3.08 * * * Conv. Total (cfs) * 66374.7 * Conv. (cfs) * * 66374.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 343.35 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #14 REACH: Reach-8 RS: 1400 INPUT Description: Station Elevation Data Sta Elev Sta num= Elev 27 Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 3365 294.07 3365 299.07 3366 303.37 3367 313.05 3367 371.97 3367 376.68 3367 379.26 3367 395.78 3368 406.61 3369 424.9 3370 445.84 3371 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left 100 Right 445.84 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.26 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.21 * Flow Area (sq ft) * * 4.91 * * * E.G. Slope (ft/ft) *0.033821 * Area (sq ft) * * 4.91 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 21.58 * Top Width (ft) * * 21.58 * * * Vel Total (ft/s) * 2.04 * Avg. Vel. (ft/s) * * 2.04 * * * Max Chl Dpth (ft) * 0.25 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 54.4 * Conv. (cfs) * * 54.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 21.61 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.87 * Flow Area (sq ft) * * 23.38 * * * E.G. Slope (ft/ft) *0.033832 * Area (sq ft) * * 23.38 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 33.67 * Top Width (ft) * * 33.67 * * * Vel Total (ft/s) * 4.28 * Avg. Vel. (ft/s) * * 4.28 * * * Max Chl Dpth (ft) * 0.92 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 543.7 * Conv. (cfs) * * 543.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 33.80 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.25 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.29 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.24 * Flow Area (sq ft) * * 113.63 * * * E.G. Slope (ft/ft) *0.033858 * Area (sq ft) * * 113.63 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 157.12 * Top Width (ft) * * 157.12 * * * Vel Total (ft/s) * 4.40 * Avg. Vel. (ft/s) * * 4.40 * * * Max Chl Dpth (ft) * 2.29 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 2717.3 * Conv. (cfs) * * 2717.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 157.43 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.71 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.70 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.67 * Flow Area (sq ft) * * 181.73 * * * E.G. Slope (ft/ft) *0.033815 * Area (sq ft) * * 181.73 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 179.53 * Top Width (ft) * * 179.53 * * * Vel Total (ft/s) * 5.50 * Avg. Vel. (ft/s) * * 5.50 * * * Max Chl Dpth (ft) * 2.70 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5438.1 * Conv. (cfs) * * 5438.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 179.85 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3368.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3368.27 * Flow Area (sq ft) * * 293.55 * * * E.G. Slope (ft/ft) *0.032668 * Area (sq ft) * * 293.55 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 205.14 * Top Width (ft) * * 205.14 * * * Vel Total (ft/s) * 6.81 * Avg. Vel. (ft/s) * * 6.81 * * * Max Chl Dpth (ft) * 3.27 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 11065.4 * Conv. (cfs) * * 11065.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 205.49 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.85 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.96 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.22 * Flow Area (sq ft) * * 508.76 * * * E.G. Slope (ft/ft) *0.029514 * Area (sq ft) * * 508.76 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 265.81 * Top Width (ft) * * 265.81 * * * Vel Total (ft/s) * 7.86 * Avg. Vel. (ft/s) * * 7.86 * * * Max Chl Dpth (ft) * 4.22 * Hydr. Depth (ft) * * 1.91 * * * Conv. Total (cfs) * 23283.2 * Conv. (cfs) * * 23283.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 266.22 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.87 * Flow Area (sq ft) * * 689.96 * * * E.G. Slope (ft/ft) *0.028007 * Area (sq ft) * * 689.96 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 297.98 * Top Width (ft) * * 297.98 * * * Vel Total (ft/s) * 8.70 * Avg. Vel. (ft/s) * * 8.70 * * * Max Chl Dpth (ft) * 4.86 * Hydr. Depth (ft) * * 2.32 * * * Conv. Total (cfs) * 35852.6 * Conv. (cfs) * * 35852.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 298.42 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 35.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.65 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 942.78 * * * E.G. Slope (ft/ft) *0.025863 * Area (sq ft) * * 942.78 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 333.46 * Top Width (ft) * * 333.46 * * * Vel Total (ft/s) * 9.55 * Avg. Vel. (ft/s) * * 9.55 * * * Max Chl Dpth (ft) * 5.65 * Hydr. Depth (ft) * * 2.83 * * * Conv. Total (cfs) * 55963.4 * Conv. (cfs) * * 55963.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 333.97 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 43.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #14 REACH: Reach-9 RS: 1405 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 3365 294.07 3365 299.07 3366 303.37 3367 313.05 3367 371.97 3367 376.68 3367 379.26 3367 395.78 3368 406.61 3369 424.9 3370 445.84 3371 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left 100 Right 445.84 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 5.86 * * * E.G. Slope (ft/ft) *0.019685 * Area (sq ft) * * 5.86 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.36 * Top Width (ft) * * 22.36 * * * Vel Total (ft/s) * 1.71 * Avg. Vel. (ft/s) * * 1.71 * * * Max Chl Dpth (ft) * 0.30 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 71.3 * Conv. (cfs) * * 71.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 22.40 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.55 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3366.02 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 26.62 * * * E.G. Slope (ft/ft) *0.023454 * Area (sq ft) * * 26.62 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 35.36 * Top Width (ft) * * 35.36 * * * Vel Total (ft/s) * 3.76 * Avg. Vel. (ft/s) * * 3.76 * * * Max Chl Dpth (ft) * 1.02 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 653.0 * Conv. (cfs) * * 653.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 35.50 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.12 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 129.04 * * * E.G. Slope (ft/ft) *0.023169 * Area (sq ft) * * 129.04 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 162.47 * Top Width (ft) * * 162.47 * * * Vel Total (ft/s) * 3.87 * Avg. Vel. (ft/s) * * 3.87 * * * Max Chl Dpth (ft) * 2.39 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3284.9 * Conv. (cfs) * * 3284.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 162.77 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.44 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.85 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3367.67 * Flow Area (sq ft) * * 209.67 * * * E.G. Slope (ft/ft) *0.022312 * Area (sq ft) * * 209.67 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 187.96 * Top Width (ft) * * 187.96 * * * Vel Total (ft/s) * 4.77 * Avg. Vel. (ft/s) * * 4.77 * * * Max Chl Dpth (ft) * 2.85 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 6694.6 * Conv. (cfs) * * 6694.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 188.28 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.40 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3369.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3368.28 * Flow Area (sq ft) * * 342.88 * * * E.G. Slope (ft/ft) *0.020436 * Area (sq ft) * * 342.88 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 212.76 * Top Width (ft) * * 212.76 * * * Vel Total (ft/s) * 5.83 * Avg. Vel. (ft/s) * * 5.83 * * * Max Chl Dpth (ft) * 3.51 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 13990.4 * Conv. (cfs) * * 13990.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 213.13 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.97 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.22 * Flow Area (sq ft) * * 585.97 * * * E.G. Slope (ft/ft) *0.019747 * Area (sq ft) * * 585.97 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 279.97 * Top Width (ft) * * 279.97 * * * Vel Total (ft/s) * 6.83 * Avg. Vel. (ft/s) * * 6.83 * * * Max Chl Dpth (ft) * 4.50 * Hydr. Depth (ft) * * 2.09 * * * Conv. Total (cfs) * 28464.8 * Conv. (cfs) * * 28464.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 280.40 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.59 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.87 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.87 * Flow Area (sq ft) * * 799.56 * * * E.G. Slope (ft/ft) *0.018940 * Area (sq ft) * * 799.56 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 321.25 * Top Width (ft) * * 321.25 * * * Vel Total (ft/s) * 7.50 * Avg. Vel. (ft/s) * * 7.50 * * * Max Chl Dpth (ft) * 5.22 * Hydr. Depth (ft) * * 2.49 * * * Conv. Total (cfs) * 43597.5 * Conv. (cfs) * * 43597.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 321.72 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.05 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 1056.04 * * * E.G. Slope (ft/ft) *0.018386 * Area (sq ft) * * 1056.04 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 342.81 * Top Width (ft) * * 342.81 * * * Vel Total (ft/s) * 8.52 * Avg. Vel. (ft/s) * * 8.52 * * * Max Chl Dpth (ft) * 5.99 * Hydr. Depth (ft) * * 3.08 * * * Conv. Total (cfs) * 66374.7 * Conv. (cfs) * * 66374.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 343.35 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #14 REACH: Reach-9 RS: 1400 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 3365 294.07 3365 299.07 3366 303.37 3367 313.05 3367 371.97 3367 376.68 3367 379.26 3367 395.78 3368 406.61 3369 424.9 3370 445.84 3371 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left 100 Right 445.84 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.21 * Flow Area (sq ft) * * 4.79 * * * E.G. Slope (ft/ft) *0.036518 * Area (sq ft) * * 4.79 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 21.48 * Top Width (ft) * * 21.48 * * * Vel Total (ft/s) * 2.09 * Avg. Vel. (ft/s) * * 2.09 * * * Max Chl Dpth (ft) * 0.25 * Hydr. Depth (ft) * * 0.22 * * * Conv. Total (cfs) * 52.3 * Conv. (cfs) * * 52.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 21.51 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.87 * Flow Area (sq ft) * * 22.76 * * * E.G. Slope (ft/ft) *0.036519 * Area (sq ft) * * 22.76 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 33.33 * Top Width (ft) * * 33.33 * * * Vel Total (ft/s) * 4.39 * Avg. Vel. (ft/s) * * 4.39 * * * Max Chl Dpth (ft) * 0.91 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 523.3 * Conv. (cfs) * * 523.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 33.46 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.24 * Flow Area (sq ft) * * 110.76 * * * E.G. Slope (ft/ft) *0.036553 * Area (sq ft) * * 110.76 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 156.11 * Top Width (ft) * * 156.11 * * * Vel Total (ft/s) * 4.51 * Avg. Vel. (ft/s) * * 4.51 * * * Max Chl Dpth (ft) * 2.27 * Hydr. Depth (ft) * * 0.71 * * * Conv. Total (cfs) * 2615.2 * Conv. (cfs) * * 2615.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 156.41 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.29 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.67 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.67 * Flow Area (sq ft) * * 177.01 * * * E.G. Slope (ft/ft) *0.036512 * Area (sq ft) * * 177.01 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 178.07 * Top Width (ft) * * 178.07 * * * Vel Total (ft/s) * 5.65 * Avg. Vel. (ft/s) * * 5.65 * * * Max Chl Dpth (ft) * 2.67 * Hydr. Depth (ft) * * 0.99 * * * Conv. Total (cfs) * 5233.4 * Conv. (cfs) * * 5233.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 178.39 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3368.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3368.27 * Flow Area (sq ft) * * 293.65 * * * E.G. Slope (ft/ft) *0.032635 * Area (sq ft) * * 293.65 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 205.15 * Top Width (ft) * * 205.15 * * * Vel Total (ft/s) * 6.81 * Avg. Vel. (ft/s) * * 6.81 * * * Max Chl Dpth (ft) * 3.27 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 11071.1 * Conv. (cfs) * * 11071.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 205.50 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.83 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.96 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.22 * Flow Area (sq ft) * * 508.24 * * * E.G. Slope (ft/ft) *0.029600 * Area (sq ft) * * 508.24 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 265.72 * Top Width (ft) * * 265.72 * * * Vel Total (ft/s) * 7.87 * Avg. Vel. (ft/s) * * 7.87 * * * Max Chl Dpth (ft) * 4.22 * Hydr. Depth (ft) * * 1.91 * * * Conv. Total (cfs) * 23249.3 * Conv. (cfs) * * 23249.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 266.13 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.86 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.86 * Flow Area (sq ft) * * 689.67 * * * E.G. Slope (ft/ft) *0.028040 * Area (sq ft) * * 689.67 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 297.93 * Top Width (ft) * * 297.93 * * * Vel Total (ft/s) * 8.70 * Avg. Vel. (ft/s) * * 8.70 * * * Max Chl Dpth (ft) * 4.86 * Hydr. Depth (ft) * * 2.31 * * * Conv. Total (cfs) * 35831.3 * Conv. (cfs) * * 35831.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 298.37 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 35.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.65 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 942.78 * * * E.G. Slope (ft/ft) *0.025863 * Area (sq ft) * * 942.78 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 333.46 * Top Width (ft) * * 333.46 * * * Vel Total (ft/s) * 9.55 * Avg. Vel. (ft/s) * * 9.55 * * * Max Chl Dpth (ft) * 5.65 * Hydr. Depth (ft) * * 2.83 * * * Conv. Total (cfs) * 55963.4 * Conv. (cfs) * * 55963.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 333.97 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 43.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #14 REACH: Reach-10 RS: 1405 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 3365 294.07 3365 299.07 3366 303.37 3367 313.05 3367 371.97 3367 376.68 3367 379.26 3367 395.78 3368 406.61 3369 424.9 3370 445.84 3371 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 445.84 1 1 1 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 5.91 * * * E.G. Slope (ft/ft) *0.019245 * Area (sq ft) * * 5.91 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.39 * Top Width (ft) * * 22.39 * * * Vel Total (ft/s) * 1.69 * Avg. Vel. (ft/s) * * 1.69 * * * Max Chl Dpth (ft) * 0.30 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 72.1 * Conv. (cfs) * * 72.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 22.44 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.54 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3366.02 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 26.64 * * * E.G. Slope (ft/ft) *0.023411 * Area (sq ft) * * 26.64 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 35.37 * Top Width (ft) * * 35.37 * * * Vel Total (ft/s) * 3.75 * Avg. Vel. (ft/s) * * 3.75 * * * Max Chl Dpth (ft) * 1.02 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 653.6 * Conv. (cfs) * * 653.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 35.51 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.12 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 129.00 * * * E.G. Slope (ft/ft) *0.023190 * Area (sq ft) * * 129.00 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 162.45 * Top Width (ft) * * 162.45 * * * Vel Total (ft/s) * 3.88 * Avg. Vel. (ft/s) * * 3.88 * * * Max Chl Dpth (ft) * 2.39 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3283.4 * Conv. (cfs) * * 3283.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 162.76 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.45 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 208.34 * * * E.G. Slope (ft/ft) *0.022727 * Area (sq ft) * * 208.34 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 187.56 * Top Width (ft) * * 187.56 * * * Vel Total (ft/s) * 4.80 * Avg. Vel. (ft/s) * * 4.80 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.11 * * * Conv. Total (cfs) * 6633.3 * Conv. (cfs) * * 6633.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 187.89 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.55 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3369.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3368.28 * Flow Area (sq ft) * * 342.88 * * * E.G. Slope (ft/ft) *0.020436 * Area (sq ft) * * 342.88 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 212.76 * Top Width (ft) * * 212.76 * * * Vel Total (ft/s) * 5.83 * Avg. Vel. (ft/s) * * 5.83 * * * Max Chl Dpth (ft) * 3.51 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 13990.4 * Conv. (cfs) * * 13990.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 213.13 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.97 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.22 * Flow Area (sq ft) * * 585.97 * * * E.G. Slope (ft/ft) *0.019747 * Area (sq ft) * * 585.97 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 279.97 * Top Width (ft) * * 279.97 * * * Vel Total (ft/s) * 6.83 * Avg. Vel. (ft/s) * * 6.83 * * * Max Chl Dpth (ft) * 4.50 * Hydr. Depth (ft) * * 2.09 * * * Conv. Total (cfs) * 28464.8 * Conv. (cfs) * * 28464.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 280.40 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.59 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.87 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3369.87 * Flow Area (sq ft) * * 799.32 * * * E.G. Slope (ft/ft) *0.018957 * Area (sq ft) * * 799.32 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 321.23 * Top Width (ft) * * 321.23 * * * Vel Total (ft/s) * 7.51 * Avg. Vel. (ft/s) * * 7.51 * * * Max Chl Dpth (ft) * 5.22 * Hydr. Depth (ft) * * 2.49 * * * Conv. Total (cfs) * 43578.0 * Conv. (cfs) * * 43578.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 321.69 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.07 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 1056.04 * * * E.G. Slope (ft/ft) *0.018386 * Area (sq ft) * * 1056.04 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 342.81 * Top Width (ft) * * 342.81 * * * Vel Total (ft/s) * 8.52 * Avg. Vel. (ft/s) * * 8.52 * * * Max Chl Dpth (ft) * 5.99 * Hydr. Depth (ft) * * 3.08 * * * Conv. Total (cfs) * 66374.7 * Conv. (cfs) * * 66374.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 343.35 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #14 REACH: Reach-10 RS: 1400 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3371 102.71 3371 109.68 3370 109.72 3370 120.14 3370 151.89 3369 153.46 3369 161.77 3369 162.68 3369 178.02 3369 199.48 3368 238.35 3367 244.06 3367 250.42 3367 264.02 3366 277.1 3365 294.07 3365 299.07 3366 303.37 3367 313.05 3367 371.97 3367 376.68 3367 379.26 3367 395.78 3368 406.61 3369 424.9 3370 445.84 3371 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 445.84 .05 Bank Sta: Left 100 Right 445.84 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3365.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.26 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.21 * Flow Area (sq ft) * * 4.92 * * * E.G. Slope (ft/ft) *0.033599 * Area (sq ft) * * 4.92 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 21.59 * Top Width (ft) * * 21.59 * * * Vel Total (ft/s) * 2.03 * Avg. Vel. (ft/s) * * 2.03 * * * Max Chl Dpth (ft) * 0.26 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 54.6 * Conv. (cfs) * * 54.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 21.62 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 0.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.97 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3366.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3365.93 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3365.87 * Flow Area (sq ft) * * 23.43 * * * E.G. Slope (ft/ft) *0.033631 * Area (sq ft) * * 23.43 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 33.69 * Top Width (ft) * * 33.69 * * * Vel Total (ft/s) * 4.27 * Avg. Vel. (ft/s) * * 4.27 * * * Max Chl Dpth (ft) * 0.93 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 545.3 * Conv. (cfs) * * 545.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 33.82 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.21 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3367.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.29 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.24 * Flow Area (sq ft) * * 113.86 * * * E.G. Slope (ft/ft) *0.033654 * Area (sq ft) * * 113.86 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 157.21 * Top Width (ft) * * 157.21 * * * Vel Total (ft/s) * 4.39 * Avg. Vel. (ft/s) * * 4.39 * * * Max Chl Dpth (ft) * 2.29 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 2725.5 * Conv. (cfs) * * 2725.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 157.51 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 1.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3368.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3367.70 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3367.67 * Flow Area (sq ft) * * 182.12 * * * E.G. Slope (ft/ft) *0.033601 * Area (sq ft) * * 182.12 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 179.65 * Top Width (ft) * * 179.65 * * * Vel Total (ft/s) * 5.49 * Avg. Vel. (ft/s) * * 5.49 * * * Max Chl Dpth (ft) * 2.70 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5455.3 * Conv. (cfs) * * 5455.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 179.97 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.66 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3368.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3368.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3368.28 * Flow Area (sq ft) * * 293.75 * * * E.G. Slope (ft/ft) *0.032601 * Area (sq ft) * * 293.75 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 205.17 * Top Width (ft) * * 205.17 * * * Vel Total (ft/s) * 6.81 * Avg. Vel. (ft/s) * * 6.81 * * * Max Chl Dpth (ft) * 3.27 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 11076.8 * Conv. (cfs) * * 11076.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 205.52 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 2.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3370.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.96 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.22 * Flow Area (sq ft) * * 508.24 * * * E.G. Slope (ft/ft) *0.029600 * Area (sq ft) * * 508.24 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 265.72 * Top Width (ft) * * 265.72 * * * Vel Total (ft/s) * 7.87 * Avg. Vel. (ft/s) * * 7.87 * * * Max Chl Dpth (ft) * 4.22 * Hydr. Depth (ft) * * 1.91 * * * Conv. Total (cfs) * 23249.3 * Conv. (cfs) * * 23249.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 266.13 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 3.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3371.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3369.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3369.87 * Flow Area (sq ft) * * 690.26 * * * E.G. Slope (ft/ft) *0.027973 * Area (sq ft) * * 690.26 * * * Q Total (cfs) * 6000.00 * Flow (cfs) * * 6000.00 * * * Top Width (ft) * 298.03 * Top Width (ft) * * 298.03 * * * Vel Total (ft/s) * 8.69 * Avg. Vel. (ft/s) * * 8.69 * * * Max Chl Dpth (ft) * 4.87 * Hydr. Depth (ft) * * 2.32 * * * Conv. Total (cfs) * 35873.9 * Conv. (cfs) * * 35873.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 298.47 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 35.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3372.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3370.65 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3370.65 * Flow Area (sq ft) * * 942.78 * * * E.G. Slope (ft/ft) *0.025863 * Area (sq ft) * * 942.78 * * * Q Total (cfs) * 9000.00 * Flow (cfs) * * 9000.00 * * * Top Width (ft) * 333.46 * Top Width (ft) * * 333.46 * * * Vel Total (ft/s) * 9.55 * Avg. Vel. (ft/s) * * 9.55 * * * Max Chl Dpth (ft) * 5.65 * Hydr. Depth (ft) * * 2.83 * * * Conv. Total (cfs) * 55963.4 * Conv. (cfs) * * 55963.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 333.97 * * * Min Ch El (ft) * 3365.00 * Shear (lb/sq ft) * * 4.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 43.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #15 REACH: Reach-6-7-6 RS: 1505 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3660 214.31 3659 314.88 3659 317.47 3659 340.33 3659 343.12 3659 377.01 3659 378.87 3659 414.76 3659 416.23 3659 447.11 3658 478.13 3657 486.28 3656 494 3655 514.04 3655 518.89 3656 523.53 3657 527.48 3658 532.76 3658 549.37 3658 556.98 3659 561.77 3659 563.49 3659 564.56 3659 575.22 3659 577.66 3659 580.96 3659 601.57 3659 604.65 3659 624.59 3659 634.51 3659 662.41 3660 663.12 3660 663.32 3660 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 663.32 .05 Bank Sta: Left 100 Right 663.32 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3655.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.12 * * * E.G. Slope (ft/ft) *0.018333 * Area (sq ft) * * 6.12 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.57 * Top Width (ft) * * 23.57 * * * Vel Total (ft/s) * 1.64 * Avg. Vel. (ft/s) * * 1.64 * * * Max Chl Dpth (ft) * 0.28 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 73.9 * Conv. (cfs) * * 73.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.61 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.48 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3656.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 25.97 * * * E.G. Slope (ft/ft) *0.022775 * Area (sq ft) * * 25.97 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 32.47 * Top Width (ft) * * 32.47 * * * Vel Total (ft/s) * 3.85 * Avg. Vel. (ft/s) * * 3.85 * * * Max Chl Dpth (ft) * 0.99 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 662.6 * Conv. (cfs) * * 662.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 32.64 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.36 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3657.93 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.44 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3657.17 * Flow Area (sq ft) * * 88.42 * * * E.G. Slope (ft/ft) *0.022083 * Area (sq ft) * * 88.42 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 60.63 * Top Width (ft) * * 60.63 * * * Vel Total (ft/s) * 5.65 * Avg. Vel. (ft/s) * * 5.65 * * * Max Chl Dpth (ft) * 2.44 * Hydr. Depth (ft) * * 1.46 * * * Conv. Total (cfs) * 3364.6 * Conv. (cfs) * * 3364.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 61.03 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.00 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.30 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3658.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.16 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3657.79 * Flow Area (sq ft) * * 144.93 * * * E.G. Slope (ft/ft) *0.023556 * Area (sq ft) * * 144.93 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 108.37 * Top Width (ft) * * 108.37 * * * Vel Total (ft/s) * 5.52 * Avg. Vel. (ft/s) * * 5.52 * * * Max Chl Dpth (ft) * 3.16 * Hydr. Depth (ft) * * 1.34 * * * Conv. Total (cfs) * 5212.4 * Conv. (cfs) * * 5212.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 108.86 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.81 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3658.93 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3658.20 * Flow Area (sq ft) * * 174.95 * * * E.G. Slope (ft/ft) *0.022143 * Area (sq ft) * * 174.95 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 118.55 * Top Width (ft) * * 118.55 * * * Vel Total (ft/s) * 5.72 * Avg. Vel. (ft/s) * * 5.72 * * * Max Chl Dpth (ft) * 3.42 * Hydr. Depth (ft) * * 1.48 * * * Conv. Total (cfs) * 6720.2 * Conv. (cfs) * * 6720.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 119.06 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.03 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.61 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3659.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 381.19 * * * E.G. Slope (ft/ft) *0.022730 * Area (sq ft) * * 381.19 * * * Q Total (cfs) * 1500.00 * Flow (cfs) * * 1500.00 * * * Top Width (ft) * 462.56 * Top Width (ft) * * 462.56 * * * Vel Total (ft/s) * 3.94 * Avg. Vel. (ft/s) * * 3.94 * * * Max Chl Dpth (ft) * 4.30 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 9949.2 * Conv. (cfs) * * 9949.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 463.12 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.60 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3659.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.47 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 461.96 * * * E.G. Slope (ft/ft) *0.022791 * Area (sq ft) * * 461.96 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 486.76 * Top Width (ft) * * 486.76 * * * Vel Total (ft/s) * 4.33 * Avg. Vel. (ft/s) * * 4.33 * * * Max Chl Dpth (ft) * 4.47 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 13247.9 * Conv. (cfs) * * 13247.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 487.32 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.84 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3660.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.96 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 720.80 * * * E.G. Slope (ft/ft) *0.022361 * Area (sq ft) * * 720.80 * * * Q Total (cfs) * 3800.00 * Flow (cfs) * * 3800.00 * * * Top Width (ft) * 557.27 * Top Width (ft) * * 557.27 * * * Vel Total (ft/s) * 5.27 * Avg. Vel. (ft/s) * * 5.27 * * * Max Chl Dpth (ft) * 4.96 * Hydr. Depth (ft) * * 1.29 * * * Conv. Total (cfs) * 25411.8 * Conv. (cfs) * * 25411.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 557.85 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.51 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #15 REACH: Reach-6-7-6 RS: 1500 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3660 214.31 3659 314.88 3659 317.47 3659 340.33 3659 343.12 3659 377.01 3659 378.87 3659 414.76 3659 416.23 3659 447.11 3658 478.13 3657 486.28 3656 494 3655 514.04 3655 518.89 3656 523.53 3657 527.48 3658 532.76 3658 549.37 3658 556.98 3659 561.77 3659 563.49 3659 564.56 3659 575.22 3659 577.66 3659 580.96 3659 601.57 3659 604.65 3659 624.59 3659 634.51 3659 662.41 3660 663.12 3660 663.32 3660 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 663.32 .05 Bank Sta: Left 100 Right 663.32 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3655.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3655.19 * Flow Area (sq ft) * * 5.17 * * * E.G. Slope (ft/ft) *0.031140 * Area (sq ft) * * 5.17 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.06 * Top Width (ft) * * 23.06 * * * Vel Total (ft/s) * 1.93 * Avg. Vel. (ft/s) * * 1.93 * * * Max Chl Dpth (ft) * 0.24 * Hydr. Depth (ft) * * 0.22 * * * Conv. Total (cfs) * 56.7 * Conv. (cfs) * * 56.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 23.10 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 0.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3656.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3655.84 * Flow Area (sq ft) * * 23.33 * * * E.G. Slope (ft/ft) *0.031154 * Area (sq ft) * * 23.33 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 31.43 * Top Width (ft) * * 31.43 * * * Vel Total (ft/s) * 4.29 * Avg. Vel. (ft/s) * * 4.29 * * * Max Chl Dpth (ft) * 0.91 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 566.6 * Conv. (cfs) * * 566.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 31.59 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3657.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.20 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3657.17 * Flow Area (sq ft) * * 75.34 * * * E.G. Slope (ft/ft) *0.031133 * Area (sq ft) * * 75.34 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 52.55 * Top Width (ft) * * 52.55 * * * Vel Total (ft/s) * 6.64 * Avg. Vel. (ft/s) * * 6.64 * * * Max Chl Dpth (ft) * 2.20 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 2833.7 * Conv. (cfs) * * 2833.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 52.91 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.37 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3658.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.75 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3657.81 * Flow Area (sq ft) * * 114.74 * * * E.G. Slope (ft/ft) *0.031075 * Area (sq ft) * * 114.74 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 74.27 * Top Width (ft) * * 74.27 * * * Vel Total (ft/s) * 6.97 * Avg. Vel. (ft/s) * * 6.97 * * * Max Chl Dpth (ft) * 2.83 * Hydr. Depth (ft) * * 1.54 * * * Conv. Total (cfs) * 4538.2 * Conv. (cfs) * * 4538.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 74.72 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.77 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3658.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.65 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3658.19 * Flow Area (sq ft) * * 154.25 * * * E.G. Slope (ft/ft) *0.031105 * Area (sq ft) * * 154.25 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 111.63 * Top Width (ft) * * 111.63 * * * Vel Total (ft/s) * 6.48 * Avg. Vel. (ft/s) * * 6.48 * * * Max Chl Dpth (ft) * 3.24 * Hydr. Depth (ft) * * 1.38 * * * Conv. Total (cfs) * 5670.0 * Conv. (cfs) * * 5670.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 112.12 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3659.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.12 * Flow Area (sq ft) * * 343.28 * * * E.G. Slope (ft/ft) *0.031137 * Area (sq ft) * * 343.28 * * * Q Total (cfs) * 1500.00 * Flow (cfs) * * 1500.00 * * * Top Width (ft) * 450.75 * Top Width (ft) * * 450.75 * * * Vel Total (ft/s) * 4.37 * Avg. Vel. (ft/s) * * 4.37 * * * Max Chl Dpth (ft) * 4.21 * Hydr. Depth (ft) * * 0.76 * * * Conv. Total (cfs) * 8500.6 * Conv. (cfs) * * 8500.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 451.31 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.46 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3659.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.30 * Flow Area (sq ft) * * 416.02 * * * E.G. Slope (ft/ft) *0.031115 * Area (sq ft) * * 416.02 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 473.15 * Top Width (ft) * * 473.15 * * * Vel Total (ft/s) * 4.81 * Avg. Vel. (ft/s) * * 4.81 * * * Max Chl Dpth (ft) * 4.37 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 11338.2 * Conv. (cfs) * * 11338.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 473.71 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3660.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.54 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.76 * Flow Area (sq ft) * * 643.31 * * * E.G. Slope (ft/ft) *0.031106 * Area (sq ft) * * 643.31 * * * Q Total (cfs) * 3800.00 * Flow (cfs) * * 3800.00 * * * Top Width (ft) * 537.13 * Top Width (ft) * * 537.13 * * * Vel Total (ft/s) * 5.91 * Avg. Vel. (ft/s) * * 5.91 * * * Max Chl Dpth (ft) * 4.82 * Hydr. Depth (ft) * * 1.20 * * * Conv. Total (cfs) * 21545.8 * Conv. (cfs) * * 21545.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 537.71 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #15 REACH: Reach-6-7-7 RS: 1505 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3660 214.31 3659 314.88 3659 317.47 3659 340.33 3659 343.12 3659 377.01 3659 378.87 3659 414.76 3659 416.23 3659 447.11 3658 478.13 3657 486.28 3656 494 3655 514.04 3655 518.89 3656 523.53 3657 527.48 3658 532.76 3658 549.37 3658 556.98 3659 561.77 3659 563.49 3659 564.56 3659 575.22 3659 577.66 3659 580.96 3659 601.57 3659 604.65 3659 624.59 3659 634.51 3659 662.41 3660 663.12 3660 663.32 3660 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 663.32 .05 Bank Sta: Left 100 Right 663.32 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3655.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.06 * * * E.G. Slope (ft/ft) *0.018829 * Area (sq ft) * * 6.06 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.54 * Top Width (ft) * * 23.54 * * * Vel Total (ft/s) * 1.65 * Avg. Vel. (ft/s) * * 1.65 * * * Max Chl Dpth (ft) * 0.28 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 72.9 * Conv. (cfs) * * 72.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.58 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.50 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3656.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 25.87 * * * E.G. Slope (ft/ft) *0.023020 * Area (sq ft) * * 25.87 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 32.44 * Top Width (ft) * * 32.44 * * * Vel Total (ft/s) * 3.87 * Avg. Vel. (ft/s) * * 3.87 * * * Max Chl Dpth (ft) * 0.99 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 659.1 * Conv. (cfs) * * 659.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 32.60 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.41 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3657.94 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3657.17 * Flow Area (sq ft) * * 89.21 * * * E.G. Slope (ft/ft) *0.021653 * Area (sq ft) * * 89.21 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 61.08 * Top Width (ft) * * 61.08 * * * Vel Total (ft/s) * 5.60 * Avg. Vel. (ft/s) * * 5.60 * * * Max Chl Dpth (ft) * 2.45 * Hydr. Depth (ft) * * 1.46 * * * Conv. Total (cfs) * 3397.9 * Conv. (cfs) * * 3397.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 61.48 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.99 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3658.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3657.79 * Flow Area (sq ft) * * 145.75 * * * E.G. Slope (ft/ft) *0.023199 * Area (sq ft) * * 145.75 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 108.66 * Top Width (ft) * * 108.66 * * * Vel Total (ft/s) * 5.49 * Avg. Vel. (ft/s) * * 5.49 * * * Max Chl Dpth (ft) * 3.17 * Hydr. Depth (ft) * * 1.34 * * * Conv. Total (cfs) * 5252.4 * Conv. (cfs) * * 5252.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 109.15 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.62 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3658.94 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3658.20 * Flow Area (sq ft) * * 179.06 * * * E.G. Slope (ft/ft) *0.020801 * Area (sq ft) * * 179.06 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 119.88 * Top Width (ft) * * 119.88 * * * Vel Total (ft/s) * 5.58 * Avg. Vel. (ft/s) * * 5.58 * * * Max Chl Dpth (ft) * 3.46 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 6933.5 * Conv. (cfs) * * 6933.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 120.39 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.79 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3659.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 380.73 * * * E.G. Slope (ft/ft) *0.022811 * Area (sq ft) * * 380.73 * * * Q Total (cfs) * 1500.00 * Flow (cfs) * * 1500.00 * * * Top Width (ft) * 462.42 * Top Width (ft) * * 462.42 * * * Vel Total (ft/s) * 3.94 * Avg. Vel. (ft/s) * * 3.94 * * * Max Chl Dpth (ft) * 4.30 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 9931.6 * Conv. (cfs) * * 9931.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 462.98 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.61 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3659.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.47 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3659.31 * Flow Area (sq ft) * * 463.62 * * * E.G. Slope (ft/ft) *0.022549 * Area (sq ft) * * 463.62 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 487.24 * Top Width (ft) * * 487.24 * * * Vel Total (ft/s) * 4.31 * Avg. Vel. (ft/s) * * 4.31 * * * Max Chl Dpth (ft) * 4.47 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 13318.7 * Conv. (cfs) * * 13318.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 487.81 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.77 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3660.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3659.76 * Flow Area (sq ft) * * 731.43 * * * E.G. Slope (ft/ft) *0.021434 * Area (sq ft) * * 731.43 * * * Q Total (cfs) * 3800.00 * Flow (cfs) * * 3800.00 * * * Top Width (ft) * 559.98 * Top Width (ft) * * 559.98 * * * Vel Total (ft/s) * 5.20 * Avg. Vel. (ft/s) * * 5.20 * * * Max Chl Dpth (ft) * 4.98 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 25956.0 * Conv. (cfs) * * 25956.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 560.56 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.07 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #15 REACH: Reach-6-7-7 RS: 1500 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3660 214.31 3659 314.88 3659 317.47 3659 340.33 3659 343.12 3659 377.01 3659 378.87 3659 414.76 3659 416.23 3659 447.11 3658 478.13 3657 486.28 3656 494 3655 514.04 3655 518.89 3656 523.53 3657 527.48 3658 532.76 3658 549.37 3658 556.98 3659 561.77 3659 563.49 3659 564.56 3659 575.22 3659 577.66 3659 580.96 3659 601.57 3659 604.65 3659 624.59 3659 634.51 3659 662.41 3660 663.12 3660 663.32 3660 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 663.32 .05 Bank Sta: Left 100 Right 663.32 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3655.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3655.19 * Flow Area (sq ft) * * 4.87 * * * E.G. Slope (ft/ft) *0.037711 * Area (sq ft) * * 4.87 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.89 * Top Width (ft) * * 22.89 * * * Vel Total (ft/s) * 2.05 * Avg. Vel. (ft/s) * * 2.05 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 51.5 * Conv. (cfs) * * 51.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.93 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 0.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3656.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.86 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3655.84 * Flow Area (sq ft) * * 21.86 * * * E.G. Slope (ft/ft) *0.037707 * Area (sq ft) * * 21.86 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 30.84 * Top Width (ft) * * 30.84 * * * Vel Total (ft/s) * 4.57 * Avg. Vel. (ft/s) * * 4.57 * * * Max Chl Dpth (ft) * 0.86 * Hydr. Depth (ft) * * 0.71 * * * Conv. Total (cfs) * 515.0 * Conv. (cfs) * * 515.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 30.99 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3657.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3657.17 * Flow Area (sq ft) * * 73.30 * * * E.G. Slope (ft/ft) *0.032933 * Area (sq ft) * * 73.30 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 51.17 * Top Width (ft) * * 51.17 * * * Vel Total (ft/s) * 6.82 * Avg. Vel. (ft/s) * * 6.82 * * * Max Chl Dpth (ft) * 2.17 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 2755.2 * Conv. (cfs) * * 2755.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 51.53 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.95 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3658.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.79 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.79 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3657.79 * Flow Area (sq ft) * * 112.24 * * * E.G. Slope (ft/ft) *0.032734 * Area (sq ft) * * 112.24 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 73.09 * Top Width (ft) * * 73.09 * * * Vel Total (ft/s) * 7.13 * Avg. Vel. (ft/s) * * 7.13 * * * Max Chl Dpth (ft) * 2.79 * Hydr. Depth (ft) * * 1.54 * * * Conv. Total (cfs) * 4421.7 * Conv. (cfs) * * 4421.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 73.53 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 3.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.23 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3658.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.70 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.20 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3658.20 * Flow Area (sq ft) * * 149.06 * * * E.G. Slope (ft/ft) *0.034117 * Area (sq ft) * * 149.06 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 109.82 * Top Width (ft) * * 109.82 * * * Vel Total (ft/s) * 6.71 * Avg. Vel. (ft/s) * * 6.71 * * * Max Chl Dpth (ft) * 3.20 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 5414.0 * Conv. (cfs) * * 5414.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 110.32 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.31 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3659.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.12 * Flow Area (sq ft) * * 322.09 * * * E.G. Slope (ft/ft) *0.037740 * Area (sq ft) * * 322.09 * * * Q Total (cfs) * 1500.00 * Flow (cfs) * * 1500.00 * * * Top Width (ft) * 444.02 * Top Width (ft) * * 444.02 * * * Vel Total (ft/s) * 4.66 * Avg. Vel. (ft/s) * * 4.66 * * * Max Chl Dpth (ft) * 4.17 * Hydr. Depth (ft) * * 0.73 * * * Conv. Total (cfs) * 7721.3 * Conv. (cfs) * * 7721.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 444.58 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.95 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3659.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.32 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.31 * Flow Area (sq ft) * * 390.13 * * * E.G. Slope (ft/ft) *0.037697 * Area (sq ft) * * 390.13 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 465.30 * Top Width (ft) * * 465.30 * * * Vel Total (ft/s) * 5.13 * Avg. Vel. (ft/s) * * 5.13 * * * Max Chl Dpth (ft) * 4.32 * Hydr. Depth (ft) * * 0.84 * * * Conv. Total (cfs) * 10300.9 * Conv. (cfs) * * 10300.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 465.86 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.97 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.10 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3660.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.60 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.76 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.76 * Flow Area (sq ft) * * 610.02 * * * E.G. Slope (ft/ft) *0.036318 * Area (sq ft) * * 610.02 * * * Q Total (cfs) * 3800.00 * Flow (cfs) * * 3800.00 * * * Top Width (ft) * 528.25 * Top Width (ft) * * 528.25 * * * Vel Total (ft/s) * 6.23 * Avg. Vel. (ft/s) * * 6.23 * * * Max Chl Dpth (ft) * 4.76 * Hydr. Depth (ft) * * 1.15 * * * Conv. Total (cfs) * 19940.0 * Conv. (cfs) * * 19940.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 528.82 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.29 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #15 REACH: Reach-7-11-7 RS: 1505 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3660 214.31 3659 314.88 3659 317.47 3659 340.33 3659 343.12 3659 377.01 3659 378.87 3659 414.76 3659 416.23 3659 447.11 3658 478.13 3657 486.28 3656 494 3655 514.04 3655 518.89 3656 523.53 3657 527.48 3658 532.76 3658 549.37 3658 556.98 3659 561.77 3659 563.49 3659 564.56 3659 575.22 3659 577.66 3659 580.96 3659 601.57 3659 604.65 3659 624.59 3659 634.51 3659 662.41 3660 663.12 3660 663.32 3660 Right 1 Coeff Contr. .1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 663.32 .05 Bank Sta: Left 100 Right 663.32 Lengths: Left Channel 1 1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3655.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.04 * * * E.G. Slope (ft/ft) *0.019056 * Area (sq ft) * * 6.04 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.53 * Top Width (ft) * * 23.53 * * * Vel Total (ft/s) * 1.66 * Avg. Vel. (ft/s) * * 1.66 * * * Max Chl Dpth (ft) * 0.28 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 72.4 * Conv. (cfs) * * 72.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.57 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.50 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3656.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3655.84 * Flow Area (sq ft) * * 26.12 * * * E.G. Slope (ft/ft) *0.022394 * Area (sq ft) * * 26.12 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 32.53 * Top Width (ft) * * 32.53 * * * Vel Total (ft/s) * 3.83 * Avg. Vel. (ft/s) * * 3.83 * * * Max Chl Dpth (ft) * 0.99 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 668.2 * Conv. (cfs) * * 668.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 32.70 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.28 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3657.94 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3657.17 * Flow Area (sq ft) * * 89.22 * * * E.G. Slope (ft/ft) *0.021645 * Area (sq ft) * * 89.22 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 61.09 * Top Width (ft) * * 61.09 * * * Vel Total (ft/s) * 5.60 * Avg. Vel. (ft/s) * * 5.60 * * * Max Chl Dpth (ft) * 2.45 * Hydr. Depth (ft) * * 1.46 * * * Conv. Total (cfs) * 3398.5 * Conv. (cfs) * * 3398.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 61.49 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.99 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3658.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3657.79 * Flow Area (sq ft) * * 145.78 * * * E.G. Slope (ft/ft) *0.023187 * Area (sq ft) * * 145.78 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 108.67 * Top Width (ft) * * 108.67 * * * Vel Total (ft/s) * 5.49 * Avg. Vel. (ft/s) * * 5.49 * * * Max Chl Dpth (ft) * 3.17 * Hydr. Depth (ft) * * 1.34 * * * Conv. Total (cfs) * 5253.7 * Conv. (cfs) * * 5253.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 109.16 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.61 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3658.94 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3658.20 * Flow Area (sq ft) * * 179.09 * * * E.G. Slope (ft/ft) *0.020792 * Area (sq ft) * * 179.09 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 119.89 * Top Width (ft) * * 119.89 * * * Vel Total (ft/s) * 5.58 * Avg. Vel. (ft/s) * * 5.58 * * * Max Chl Dpth (ft) * 3.46 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 6935.0 * Conv. (cfs) * * 6935.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 120.40 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.78 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3659.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.31 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3659.12 * Flow Area (sq ft) * * 384.69 * * * E.G. Slope (ft/ft) *0.022116 * Area (sq ft) * * 384.69 * * * Q Total (cfs) * 1500.00 * Flow (cfs) * * 1500.00 * * * Top Width (ft) * 463.63 * Top Width (ft) * * 463.63 * * * Vel Total (ft/s) * 3.90 * Avg. Vel. (ft/s) * * 3.90 * * * Max Chl Dpth (ft) * 4.31 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 10086.5 * Conv. (cfs) * * 10086.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 464.20 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.46 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3659.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.47 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3659.31 * Flow Area (sq ft) * * 464.33 * * * E.G. Slope (ft/ft) *0.022447 * Area (sq ft) * * 464.33 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 487.45 * Top Width (ft) * * 487.45 * * * Vel Total (ft/s) * 4.31 * Avg. Vel. (ft/s) * * 4.31 * * * Max Chl Dpth (ft) * 4.47 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 13349.1 * Conv. (cfs) * * 13349.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 488.02 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.74 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3660.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3659.76 * Flow Area (sq ft) * * 731.57 * * * E.G. Slope (ft/ft) *0.021422 * Area (sq ft) * * 731.57 * * * Q Total (cfs) * 3800.00 * Flow (cfs) * * 3800.00 * * * Top Width (ft) * 560.01 * Top Width (ft) * * 560.01 * * * Vel Total (ft/s) * 5.19 * Avg. Vel. (ft/s) * * 5.19 * * * Max Chl Dpth (ft) * 4.98 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 25963.0 * Conv. (cfs) * * 25963.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 560.59 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.07 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #15 REACH: Reach-7-11-7 RS: 1500 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3660 214.31 3659 314.88 3659 317.47 3659 340.33 3659 343.12 3659 377.01 3659 378.87 3659 414.76 3659 416.23 3659 447.11 3658 478.13 3657 486.28 3656 494 3655 514.04 3655 518.89 3656 523.53 3657 527.48 3658 532.76 3658 549.37 3658 556.98 3659 561.77 3659 563.49 3659 564.56 3659 575.22 3659 577.66 3659 580.96 3659 601.57 3659 604.65 3659 624.59 3659 634.51 3659 662.41 3660 663.12 3660 663.32 3660 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 663.32 .05 Bank Sta: Left 100 Right 663.32 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3655.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3655.19 * Flow Area (sq ft) * * 4.71 * * * E.G. Slope (ft/ft) *0.041828 * Area (sq ft) * * 4.71 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.81 * Top Width (ft) * * 22.81 * * * Vel Total (ft/s) * 2.12 * Avg. Vel. (ft/s) * * 2.12 * * * Max Chl Dpth (ft) * 0.22 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 48.9 * Conv. (cfs) * * 48.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.84 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 0.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3656.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3655.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3655.84 * Flow Area (sq ft) * * 21.11 * * * E.G. Slope (ft/ft) *0.041789 * Area (sq ft) * * 21.11 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 30.54 * Top Width (ft) * * 30.54 * * * Vel Total (ft/s) * 4.74 * Avg. Vel. (ft/s) * * 4.74 * * * Max Chl Dpth (ft) * 0.83 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 489.2 * Conv. (cfs) * * 489.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 30.67 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3657.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.72 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3657.17 * Flow Area (sq ft) * * 73.30 * * * E.G. Slope (ft/ft) *0.032933 * Area (sq ft) * * 73.30 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 51.17 * Top Width (ft) * * 51.17 * * * Vel Total (ft/s) * 6.82 * Avg. Vel. (ft/s) * * 6.82 * * * Max Chl Dpth (ft) * 2.17 * Hydr. Depth (ft) * * 1.43 * * * Conv. Total (cfs) * 2755.2 * Conv. (cfs) * * 2755.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 51.53 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.95 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3658.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.79 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3657.79 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3657.79 * Flow Area (sq ft) * * 112.27 * * * E.G. Slope (ft/ft) *0.032709 * Area (sq ft) * * 112.27 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 73.10 * Top Width (ft) * * 73.10 * * * Vel Total (ft/s) * 7.13 * Avg. Vel. (ft/s) * * 7.13 * * * Max Chl Dpth (ft) * 2.79 * Hydr. Depth (ft) * * 1.54 * * * Conv. Total (cfs) * 4423.4 * Conv. (cfs) * * 4423.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 73.55 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 3.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.21 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3658.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.70 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3658.20 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3658.20 * Flow Area (sq ft) * * 149.03 * * * E.G. Slope (ft/ft) *0.034133 * Area (sq ft) * * 149.03 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 109.82 * Top Width (ft) * * 109.82 * * * Vel Total (ft/s) * 6.71 * Avg. Vel. (ft/s) * * 6.71 * * * Max Chl Dpth (ft) * 3.20 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 5412.7 * Conv. (cfs) * * 5412.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 110.31 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3659.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.14 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.12 * Flow Area (sq ft) * * 311.29 * * * E.G. Slope (ft/ft) *0.041844 * Area (sq ft) * * 311.29 * * * Q Total (cfs) * 1500.00 * Flow (cfs) * * 1500.00 * * * Top Width (ft) * 440.55 * Top Width (ft) * * 440.55 * * * Vel Total (ft/s) * 4.82 * Avg. Vel. (ft/s) * * 4.82 * * * Max Chl Dpth (ft) * 4.14 * Hydr. Depth (ft) * * 0.71 * * * Conv. Total (cfs) * 7332.9 * Conv. (cfs) * * 7332.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 441.11 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 1.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.88 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3659.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.31 * Flow Area (sq ft) * * 387.07 * * * E.G. Slope (ft/ft) *0.038598 * Area (sq ft) * * 387.07 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 464.36 * Top Width (ft) * * 464.36 * * * Vel Total (ft/s) * 5.17 * Avg. Vel. (ft/s) * * 5.17 * * * Max Chl Dpth (ft) * 4.31 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 10180.1 * Conv. (cfs) * * 10180.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 464.93 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.01 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.37 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3660.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.60 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3659.76 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3659.76 * Flow Area (sq ft) * * 610.02 * * * E.G. Slope (ft/ft) *0.036318 * Area (sq ft) * * 610.02 * * * Q Total (cfs) * 3800.00 * Flow (cfs) * * 3800.00 * * * Top Width (ft) * 528.25 * Top Width (ft) * * 528.25 * * * Vel Total (ft/s) * 6.23 * Avg. Vel. (ft/s) * * 6.23 * * * Max Chl Dpth (ft) * 4.76 * Hydr. Depth (ft) * * 1.15 * * * Conv. Total (cfs) * 19940.0 * Conv. (cfs) * * 19940.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 528.82 * * * Min Ch El (ft) * 3655.00 * Shear (lb/sq ft) * * 2.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.29 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #16 REACH: Reach-15 RS: 1605 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.17 * * * E.G. Slope (ft/ft) *0.015193 * Area (sq ft) * * 9.17 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 56.38 * Top Width (ft) * * 56.38 * * * Vel Total (ft/s) * 1.09 * Avg. Vel. (ft/s) * * 1.09 * * * Max Chl Dpth (ft) * 0.20 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 81.1 * Conv. (cfs) * * 81.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 56.38 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.17 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.97 * * * E.G. Slope (ft/ft) *0.019852 * Area (sq ft) * * 42.97 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 103.70 * Top Width (ft) * * 103.70 * * * Vel Total (ft/s) * 2.33 * Avg. Vel. (ft/s) * * 2.33 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 709.7 * Conv. (cfs) * * 709.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.71 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.20 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.86 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 70.03 * * * E.G. Slope (ft/ft) *0.021000 * Area (sq ft) * * 70.03 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 129.68 * Top Width (ft) * * 129.68 * * * Vel Total (ft/s) * 2.86 * Avg. Vel. (ft/s) * * 2.86 * * * Max Chl Dpth (ft) * 0.86 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1380.1 * Conv. (cfs) * * 1380.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 129.69 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.02 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 152.83 * * * E.G. Slope (ft/ft) *0.020642 * Area (sq ft) * * 152.83 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 227.83 * Top Width (ft) * * 227.83 * * * Vel Total (ft/s) * 3.27 * Avg. Vel. (ft/s) * * 3.27 * * * Max Chl Dpth (ft) * 1.29 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 3480.1 * Conv. (cfs) * * 3480.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 227.87 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.83 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.92 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 235.66 * * * E.G. Slope (ft/ft) *0.021440 * Area (sq ft) * * 235.66 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 244.66 * Top Width (ft) * * 244.66 * * * Vel Total (ft/s) * 4.24 * Avg. Vel. (ft/s) * * 4.24 * * * Max Chl Dpth (ft) * 1.64 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 6829.4 * Conv. (cfs) * * 6829.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 244.72 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.47 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.16 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 369.87 * * * E.G. Slope (ft/ft) *0.021957 * Area (sq ft) * * 369.87 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 271.73 * Top Width (ft) * * 271.73 * * * Vel Total (ft/s) * 5.41 * Avg. Vel. (ft/s) * * 5.41 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 13497.1 * Conv. (cfs) * * 13497.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 271.82 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.95 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 602.89 * * * E.G. Slope (ft/ft) *0.021414 * Area (sq ft) * * 602.89 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 319.81 * Top Width (ft) * * 319.81 * * * Vel Total (ft/s) * 6.63 * Avg. Vel. (ft/s) * * 6.63 * * * Max Chl Dpth (ft) * 2.95 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 27334.6 * Conv. (cfs) * * 27334.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 319.93 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.71 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 984.22 * * * E.G. Slope (ft/ft) *0.018776 * Area (sq ft) * * 984.22 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 400.22 * Top Width (ft) * * 400.22 * * * Vel Total (ft/s) * 7.42 * Avg. Vel. (ft/s) * * 7.42 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.46 * * * Conv. Total (cfs) * 53274.7 * Conv. (cfs) * * 53274.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 400.39 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.37 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-15 RS: 1600 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.12 * Flow Area (sq ft) * * 7.57 * * * E.G. Slope (ft/ft) *0.026495 * Area (sq ft) * * 7.57 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 53.12 * Top Width (ft) * * 53.12 * * * Vel Total (ft/s) * 1.32 * Avg. Vel. (ft/s) * * 1.32 * * * Max Chl Dpth (ft) * 0.17 * Hydr. Depth (ft) * * 0.14 * * * Conv. Total (cfs) * 61.4 * Conv. (cfs) * * 61.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 53.13 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.31 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.49 * Flow Area (sq ft) * * 38.67 * * * E.G. Slope (ft/ft) *0.026509 * Area (sq ft) * * 38.67 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 98.94 * Top Width (ft) * * 98.94 * * * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.59 * * * Max Chl Dpth (ft) * 0.58 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 614.2 * Conv. (cfs) * * 614.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 98.95 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.96 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.70 * Flow Area (sq ft) * * 64.26 * * * E.G. Slope (ft/ft) *0.026521 * Area (sq ft) * * 64.26 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 124.59 * Top Width (ft) * * 124.59 * * * Vel Total (ft/s) * 3.11 * Avg. Vel. (ft/s) * * 3.11 * * * Max Chl Dpth (ft) * 0.81 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1228.1 * Conv. (cfs) * * 1228.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 124.61 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.66 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.13 * Flow Area (sq ft) * * 141.16 * * * E.G. Slope (ft/ft) *0.026512 * Area (sq ft) * * 141.16 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 225.36 * Top Width (ft) * * 225.36 * * * Vel Total (ft/s) * 3.54 * Avg. Vel. (ft/s) * * 3.54 * * * Max Chl Dpth (ft) * 1.23 * Hydr. Depth (ft) * * 0.63 * * * Conv. Total (cfs) * 3070.8 * Conv. (cfs) * * 3070.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 225.39 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.57 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 219.99 * * * E.G. Slope (ft/ft) *0.026513 * Area (sq ft) * * 219.99 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 241.56 * Top Width (ft) * * 241.56 * * * Vel Total (ft/s) * 4.55 * Avg. Vel. (ft/s) * * 4.55 * * * Max Chl Dpth (ft) * 1.57 * Hydr. Depth (ft) * * 0.91 * * * Conv. Total (cfs) * 6141.4 * Conv. (cfs) * * 6141.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 241.62 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.85 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.52 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.96 * Flow Area (sq ft) * * 346.87 * * * E.G. Slope (ft/ft) *0.026502 * Area (sq ft) * * 346.87 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 266.52 * Top Width (ft) * * 266.52 * * * Vel Total (ft/s) * 5.77 * Avg. Vel. (ft/s) * * 5.77 * * * Max Chl Dpth (ft) * 2.07 * Hydr. Depth (ft) * * 1.30 * * * Conv. Total (cfs) * 12285.4 * Conv. (cfs) * * 12285.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 266.60 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.41 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.79 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3113.71 * Flow Area (sq ft) * * 559.50 * * * E.G. Slope (ft/ft) *0.026510 * Area (sq ft) * * 559.50 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 311.42 * Top Width (ft) * * 311.42 * * * Vel Total (ft/s) * 7.15 * Avg. Vel. (ft/s) * * 7.15 * * * Max Chl Dpth (ft) * 2.81 * Hydr. Depth (ft) * * 1.80 * * * Conv. Total (cfs) * 24567.3 * Conv. (cfs) * * 24567.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 311.54 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.97 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.25 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.69 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 872.11 * * * E.G. Slope (ft/ft) *0.026534 * Area (sq ft) * * 872.11 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 383.40 * Top Width (ft) * * 383.40 * * * Vel Total (ft/s) * 8.37 * Avg. Vel. (ft/s) * * 8.37 * * * Max Chl Dpth (ft) * 3.69 * Hydr. Depth (ft) * * 2.27 * * * Conv. Total (cfs) * 44814.6 * Conv. (cfs) * * 44814.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 383.56 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 31.53 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-16 RS: 1605 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 289.13 394.57 459.52 3111 3112 3113 3114 221.76 327.8 440 501.4 3111 3112 3114 3115 235.74 334.74 449.08 502.15 3111 3112 3114 3115 287.82 346.25 451.59 3112 3112 3114 288.37 356.34 459.42 Right 1 Coeff Contr. .1 3112 3112 3114 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Lengths: Left Channel 1 1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.12 * * * E.G. Slope (ft/ft) *0.015394 * Area (sq ft) * * 9.12 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 56.30 * Top Width (ft) * * 56.30 * * * Vel Total (ft/s) * 1.10 * Avg. Vel. (ft/s) * * 1.10 * * * Max Chl Dpth (ft) * 0.20 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 80.6 * Conv. (cfs) * * 80.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 56.30 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.17 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.72 * * * E.G. Slope (ft/ft) *0.020176 * Area (sq ft) * * 42.72 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 103.42 * Top Width (ft) * * 103.42 * * * Vel Total (ft/s) * 2.34 * Avg. Vel. (ft/s) * * 2.34 * * * Max Chl Dpth (ft) * 0.62 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 704.0 * Conv. (cfs) * * 704.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.43 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.22 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.86 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 70.26 * * * E.G. Slope (ft/ft) *0.020821 * Area (sq ft) * * 70.26 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 129.87 * Top Width (ft) * * 129.87 * * * Vel Total (ft/s) * 2.85 * Avg. Vel. (ft/s) * * 2.85 * * * Max Chl Dpth (ft) * 0.86 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1386.1 * Conv. (cfs) * * 1386.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 129.89 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.00 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 152.39 * * * E.G. Slope (ft/ft) *0.020832 * Area (sq ft) * * 152.39 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 227.74 * Top Width (ft) * * 227.74 * * * Vel Total (ft/s) * 3.28 * Avg. Vel. (ft/s) * * 3.28 * * * Max Chl Dpth (ft) * 1.28 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 3464.2 * Conv. (cfs) * * 3464.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 227.78 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.85 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.92 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 235.12 * * * E.G. Slope (ft/ft) *0.021592 * Area (sq ft) * * 235.12 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 244.55 * Top Width (ft) * * 244.55 * * * Vel Total (ft/s) * 4.25 * Avg. Vel. (ft/s) * * 4.25 * * * Max Chl Dpth (ft) * 1.63 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 6805.5 * Conv. (cfs) * * 6805.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 244.61 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.51 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.16 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 370.20 * * * E.G. Slope (ft/ft) *0.021900 * Area (sq ft) * * 370.20 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 271.81 * Top Width (ft) * * 271.81 * * * Vel Total (ft/s) * 5.40 * Avg. Vel. (ft/s) * * 5.40 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 13514.8 * Conv. (cfs) * * 13514.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 271.90 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.06 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.95 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 603.67 * * * E.G. Slope (ft/ft) *0.021335 * Area (sq ft) * * 603.67 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 319.96 * Top Width (ft) * * 319.96 * * * Vel Total (ft/s) * 6.63 * Avg. Vel. (ft/s) * * 6.63 * * * Max Chl Dpth (ft) * 2.95 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 27385.2 * Conv. (cfs) * * 27385.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 320.08 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.65 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.86 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 983.43 * * * E.G. Slope (ft/ft) *0.018819 * Area (sq ft) * * 983.43 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 400.11 * Top Width (ft) * * 400.11 * * * Vel Total (ft/s) * 7.42 * Avg. Vel. (ft/s) * * 7.42 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.46 * * * Conv. Total (cfs) * 53214.4 * Conv. (cfs) * * 53214.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 400.27 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.43 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-16 RS: 1600 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.12 * Flow Area (sq ft) * * 4.94 * * * E.G. Slope (ft/ft) *0.094160 * Area (sq ft) * * 4.94 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 47.24 * Top Width (ft) * * 47.24 * * * Vel Total (ft/s) * 2.02 * Avg. Vel. (ft/s) * * 2.02 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 32.6 * Conv. (cfs) * * 32.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 47.25 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.24 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.49 * Flow Area (sq ft) * * 38.57 * * * E.G. Slope (ft/ft) *0.026691 * Area (sq ft) * * 38.57 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 98.83 * Top Width (ft) * * 98.83 * * * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.59 * * * Max Chl Dpth (ft) * 0.58 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 612.1 * Conv. (cfs) * * 612.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 98.84 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.96 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.71 * Flow Area (sq ft) * * 64.11 * * * E.G. Slope (ft/ft) *0.026692 * Area (sq ft) * * 64.11 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 124.46 * Top Width (ft) * * 124.46 * * * Vel Total (ft/s) * 3.12 * Avg. Vel. (ft/s) * * 3.12 * * * Max Chl Dpth (ft) * 0.81 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1224.2 * Conv. (cfs) * * 1224.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 124.47 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.13 * Flow Area (sq ft) * * 140.83 * * * E.G. Slope (ft/ft) *0.026708 * Area (sq ft) * * 140.83 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 225.29 * Top Width (ft) * * 225.29 * * * Vel Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * * 3.55 * * * Max Chl Dpth (ft) * 1.23 * Hydr. Depth (ft) * * 0.63 * * * Conv. Total (cfs) * 3059.5 * Conv. (cfs) * * 3059.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 225.32 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.70 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.57 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.45 * Flow Area (sq ft) * * 219.46 * * * E.G. Slope (ft/ft) *0.026712 * Area (sq ft) * * 219.46 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 241.46 * Top Width (ft) * * 241.46 * * * Vel Total (ft/s) * 4.56 * Avg. Vel. (ft/s) * * 4.56 * * * Max Chl Dpth (ft) * 1.57 * Hydr. Depth (ft) * * 0.91 * * * Conv. Total (cfs) * 6118.6 * Conv. (cfs) * * 6118.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 241.51 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.90 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.52 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.95 * Flow Area (sq ft) * * 345.96 * * * E.G. Slope (ft/ft) *0.026708 * Area (sq ft) * * 345.96 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 266.31 * Top Width (ft) * * 266.31 * * * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * * 5.78 * * * Max Chl Dpth (ft) * 2.07 * Hydr. Depth (ft) * * 1.30 * * * Conv. Total (cfs) * 12238.1 * Conv. (cfs) * * 12238.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 266.40 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.80 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3113.72 * Flow Area (sq ft) * * 558.06 * * * E.G. Slope (ft/ft) *0.026707 * Area (sq ft) * * 558.06 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 311.14 * Top Width (ft) * * 311.14 * * * Vel Total (ft/s) * 7.17 * Avg. Vel. (ft/s) * * 7.17 * * * Max Chl Dpth (ft) * 2.80 * Hydr. Depth (ft) * * 1.79 * * * Conv. Total (cfs) * 24476.6 * Conv. (cfs) * * 24476.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 311.25 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.99 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.69 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 869.86 * * * E.G. Slope (ft/ft) *0.026731 * Area (sq ft) * * 869.86 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 383.06 * Top Width (ft) * * 383.06 * * * Vel Total (ft/s) * 8.39 * Avg. Vel. (ft/s) * * 8.39 * * * Max Chl Dpth (ft) * 3.69 * Hydr. Depth (ft) * * 2.27 * * * Conv. Total (cfs) * 44649.1 * Conv. (cfs) * * 44649.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 383.21 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 31.79 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-16-17-16 RS: 1605 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.86 * * * E.G. Slope (ft/ft) *0.016742 * Area (sq ft) * * 8.86 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 55.78 * Top Width (ft) * * 55.78 * * * Vel Total (ft/s) * 1.13 * Avg. Vel. (ft/s) * * 1.13 * * * Max Chl Dpth (ft) * 0.20 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 77.3 * Conv. (cfs) * * 77.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 55.78 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 41.07 * * * E.G. Slope (ft/ft) *0.022476 * Area (sq ft) * * 41.07 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 101.62 * Top Width (ft) * * 101.62 * * * Vel Total (ft/s) * 2.44 * Avg. Vel. (ft/s) * * 2.44 * * * Max Chl Dpth (ft) * 0.61 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 667.0 * Conv. (cfs) * * 667.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 101.63 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.38 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.98 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 67.43 * * * E.G. Slope (ft/ft) *0.023273 * Area (sq ft) * * 67.43 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 127.41 * Top Width (ft) * * 127.41 * * * Vel Total (ft/s) * 2.97 * Avg. Vel. (ft/s) * * 2.97 * * * Max Chl Dpth (ft) * 0.84 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1311.0 * Conv. (cfs) * * 1311.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 127.42 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.28 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.27 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 148.06 * * * E.G. Slope (ft/ft) *0.022809 * Area (sq ft) * * 148.06 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 226.83 * Top Width (ft) * * 226.83 * * * Vel Total (ft/s) * 3.38 * Avg. Vel. (ft/s) * * 3.38 * * * Max Chl Dpth (ft) * 1.27 * Hydr. Depth (ft) * * 0.65 * * * Conv. Total (cfs) * 3310.7 * Conv. (cfs) * * 3310.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 226.86 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.14 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.91 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 232.44 * * * E.G. Slope (ft/ft) *0.022369 * Area (sq ft) * * 232.44 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 244.03 * Top Width (ft) * * 244.03 * * * Vel Total (ft/s) * 4.30 * Avg. Vel. (ft/s) * * 4.30 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 6686.1 * Conv. (cfs) * * 6686.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 244.08 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.72 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3112.96 * Flow Area (sq ft) * * 372.52 * * * E.G. Slope (ft/ft) *0.021502 * Area (sq ft) * * 372.52 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 272.33 * Top Width (ft) * * 272.33 * * * Vel Total (ft/s) * 5.37 * Avg. Vel. (ft/s) * * 5.37 * * * Max Chl Dpth (ft) * 2.17 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 13639.1 * Conv. (cfs) * * 13639.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 272.42 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.86 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.65 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3113.72 * Flow Area (sq ft) * * 619.99 * * * E.G. Slope (ft/ft) *0.019772 * Area (sq ft) * * 619.99 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 323.06 * Top Width (ft) * * 323.06 * * * Vel Total (ft/s) * 6.45 * Avg. Vel. (ft/s) * * 6.45 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.92 * * * Conv. Total (cfs) * 28447.3 * Conv. (cfs) * * 28447.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 323.18 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.28 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 985.00 * * * E.G. Slope (ft/ft) *0.018734 * Area (sq ft) * * 985.00 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 400.34 * Top Width (ft) * * 400.34 * * * Vel Total (ft/s) * 7.41 * Avg. Vel. (ft/s) * * 7.41 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.46 * * * Conv. Total (cfs) * 53335.0 * Conv. (cfs) * * 53335.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 400.50 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.32 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-16-17-16 RS: 1600 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.12 * Flow Area (sq ft) * * 6.75 * * * E.G. Slope (ft/ft) *0.037259 * Area (sq ft) * * 6.75 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 51.35 * Top Width (ft) * * 51.35 * * * Vel Total (ft/s) * 1.48 * Avg. Vel. (ft/s) * * 1.48 * * * Max Chl Dpth (ft) * 0.16 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 51.8 * Conv. (cfs) * * 51.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 51.35 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.54 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.49 * Flow Area (sq ft) * * 34.13 * * * E.G. Slope (ft/ft) *0.037355 * Area (sq ft) * * 34.13 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 93.66 * Top Width (ft) * * 93.66 * * * Vel Total (ft/s) * 2.93 * Avg. Vel. (ft/s) * * 2.93 * * * Max Chl Dpth (ft) * 0.54 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 517.4 * Conv. (cfs) * * 517.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 93.67 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.49 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.94 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.75 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.71 * Flow Area (sq ft) * * 56.66 * * * E.G. Slope (ft/ft) *0.037333 * Area (sq ft) * * 56.66 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 117.56 * Top Width (ft) * * 117.56 * * * Vel Total (ft/s) * 3.53 * Avg. Vel. (ft/s) * * 3.53 * * * Max Chl Dpth (ft) * 0.75 * Hydr. Depth (ft) * * 0.48 * * * Conv. Total (cfs) * 1035.1 * Conv. (cfs) * * 1035.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 117.58 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.96 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.13 * Flow Area (sq ft) * * 126.68 * * * E.G. Slope (ft/ft) *0.037331 * Area (sq ft) * * 126.68 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 222.26 * Top Width (ft) * * 222.26 * * * Vel Total (ft/s) * 3.95 * Avg. Vel. (ft/s) * * 3.95 * * * Max Chl Dpth (ft) * 1.17 * Hydr. Depth (ft) * * 0.57 * * * Conv. Total (cfs) * 2587.8 * Conv. (cfs) * * 2587.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 222.29 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.24 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 197.03 * * * E.G. Slope (ft/ft) *0.037312 * Area (sq ft) * * 197.03 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 236.96 * Top Width (ft) * * 236.96 * * * Vel Total (ft/s) * 5.08 * Avg. Vel. (ft/s) * * 5.08 * * * Max Chl Dpth (ft) * 1.48 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 5177.0 * Conv. (cfs) * * 5177.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 237.01 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.83 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.96 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.96 * Flow Area (sq ft) * * 316.23 * * * E.G. Slope (ft/ft) *0.034894 * Area (sq ft) * * 316.23 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 259.98 * Top Width (ft) * * 259.98 * * * Vel Total (ft/s) * 6.32 * Avg. Vel. (ft/s) * * 6.32 * * * Max Chl Dpth (ft) * 1.96 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 10706.6 * Conv. (cfs) * * 10706.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 260.06 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.75 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.88 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3113.71 * Flow Area (sq ft) * * 530.43 * * * E.G. Slope (ft/ft) *0.030893 * Area (sq ft) * * 530.43 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 305.67 * Top Width (ft) * * 305.67 * * * Vel Total (ft/s) * 7.54 * Avg. Vel. (ft/s) * * 7.54 * * * Max Chl Dpth (ft) * 2.71 * Hydr. Depth (ft) * * 1.74 * * * Conv. Total (cfs) * 22757.6 * Conv. (cfs) * * 22757.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 305.78 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 25.23 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 851.41 * * * E.G. Slope (ft/ft) *0.028428 * Area (sq ft) * * 851.41 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 380.22 * Top Width (ft) * * 380.22 * * * Vel Total (ft/s) * 8.57 * Avg. Vel. (ft/s) * * 8.57 * * * Max Chl Dpth (ft) * 3.64 * Hydr. Depth (ft) * * 2.24 * * * Conv. Total (cfs) * 43296.5 * Conv. (cfs) * * 43296.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 380.37 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.97 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 34.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #16 REACH: Reach-16-17-17 RS: 1605 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 459.52 3113 3114 440 501.4 3114 3115 449.08 502.15 3114 3115 451.59 3114 459.42 Right 1 Coeff Contr. .1 3114 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Lengths: Left Channel 1 1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.84 * * * E.G. Slope (ft/ft) *0.016893 * Area (sq ft) * * 8.84 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 55.72 * Top Width (ft) * * 55.72 * * * Vel Total (ft/s) * 1.13 * Avg. Vel. (ft/s) * * 1.13 * * * Max Chl Dpth (ft) * 0.20 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 76.9 * Conv. (cfs) * * 76.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 55.73 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 41.69 * * * E.G. Slope (ft/ft) *0.021569 * Area (sq ft) * * 41.69 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 102.30 * Top Width (ft) * * 102.30 * * * Vel Total (ft/s) * 2.40 * Avg. Vel. (ft/s) * * 2.40 * * * Max Chl Dpth (ft) * 0.61 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 680.9 * Conv. (cfs) * * 680.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 102.31 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.32 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.97 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 67.27 * * * E.G. Slope (ft/ft) *0.023420 * Area (sq ft) * * 67.27 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 127.27 * Top Width (ft) * * 127.27 * * * Vel Total (ft/s) * 2.97 * Avg. Vel. (ft/s) * * 2.97 * * * Max Chl Dpth (ft) * 0.84 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1306.9 * Conv. (cfs) * * 1306.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 127.29 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.30 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.27 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 148.89 * * * E.G. Slope (ft/ft) *0.022411 * Area (sq ft) * * 148.89 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 227.00 * Top Width (ft) * * 227.00 * * * Vel Total (ft/s) * 3.36 * Avg. Vel. (ft/s) * * 3.36 * * * Max Chl Dpth (ft) * 1.27 * Hydr. Depth (ft) * * 0.66 * * * Conv. Total (cfs) * 3340.0 * Conv. (cfs) * * 3340.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 227.04 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.08 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.91 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 233.69 * * * E.G. Slope (ft/ft) *0.022002 * Area (sq ft) * * 233.69 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 244.27 * Top Width (ft) * * 244.27 * * * Vel Total (ft/s) * 4.28 * Avg. Vel. (ft/s) * * 4.28 * * * Max Chl Dpth (ft) * 1.63 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 6741.7 * Conv. (cfs) * * 6741.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 244.33 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.62 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3112.96 * Flow Area (sq ft) * * 372.79 * * * E.G. Slope (ft/ft) *0.021458 * Area (sq ft) * * 372.79 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 272.39 * Top Width (ft) * * 272.39 * * * Vel Total (ft/s) * 5.36 * Avg. Vel. (ft/s) * * 5.36 * * * Max Chl Dpth (ft) * 2.17 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 13653.4 * Conv. (cfs) * * 13653.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 272.48 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.83 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.65 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3113.71 * Flow Area (sq ft) * * 619.68 * * * E.G. Slope (ft/ft) *0.019800 * Area (sq ft) * * 619.68 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 323.00 * Top Width (ft) * * 323.00 * * * Vel Total (ft/s) * 6.45 * Avg. Vel. (ft/s) * * 6.45 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.92 * * * Conv. Total (cfs) * 28426.6 * Conv. (cfs) * * 28426.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 323.12 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.30 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 985.10 * * * E.G. Slope (ft/ft) *0.018728 * Area (sq ft) * * 985.10 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 400.35 * Top Width (ft) * * 400.35 * * * Vel Total (ft/s) * 7.41 * Avg. Vel. (ft/s) * * 7.41 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.46 * * * Conv. Total (cfs) * 53342.6 * Conv. (cfs) * * 53342.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 400.52 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.31 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-16-17-17 RS: 1600 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.12 * Flow Area (sq ft) * * 6.56 * * * E.G. Slope (ft/ft) *0.040490 * Area (sq ft) * * 6.56 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 50.94 * Top Width (ft) * * 50.94 * * * Vel Total (ft/s) * 1.52 * Avg. Vel. (ft/s) * * 1.52 * * * Max Chl Dpth (ft) * 0.16 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 49.7 * Conv. (cfs) * * 49.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 50.94 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.50 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.53 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.49 * Flow Area (sq ft) * * 33.13 * * * E.G. Slope (ft/ft) *0.040541 * Area (sq ft) * * 33.13 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 92.45 * Top Width (ft) * * 92.45 * * * Vel Total (ft/s) * 3.02 * Avg. Vel. (ft/s) * * 3.02 * * * Max Chl Dpth (ft) * 0.53 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 496.7 * Conv. (cfs) * * 496.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 92.46 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.94 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.74 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.71 * Flow Area (sq ft) * * 54.98 * * * E.G. Slope (ft/ft) *0.040523 * Area (sq ft) * * 54.98 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 115.95 * Top Width (ft) * * 115.95 * * * Vel Total (ft/s) * 3.64 * Avg. Vel. (ft/s) * * 3.64 * * * Max Chl Dpth (ft) * 0.74 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 993.5 * Conv. (cfs) * * 993.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 115.96 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.36 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.13 * Flow Area (sq ft) * * 123.43 * * * E.G. Slope (ft/ft) *0.040538 * Area (sq ft) * * 123.43 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 221.55 * Top Width (ft) * * 221.55 * * * Vel Total (ft/s) * 4.05 * Avg. Vel. (ft/s) * * 4.05 * * * Max Chl Dpth (ft) * 1.16 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 2483.4 * Conv. (cfs) * * 2483.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 221.58 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.71 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.46 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 192.36 * * * E.G. Slope (ft/ft) *0.040206 * Area (sq ft) * * 192.36 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 236.01 * Top Width (ft) * * 236.01 * * * Vel Total (ft/s) * 5.20 * Avg. Vel. (ft/s) * * 5.20 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 4987.1 * Conv. (cfs) * * 4987.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 236.06 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.63 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.95 * Flow Area (sq ft) * * 315.72 * * * E.G. Slope (ft/ft) *0.035065 * Area (sq ft) * * 315.72 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 259.89 * Top Width (ft) * * 259.89 * * * Vel Total (ft/s) * 6.33 * Avg. Vel. (ft/s) * * 6.33 * * * Max Chl Dpth (ft) * 1.95 * Hydr. Depth (ft) * * 1.21 * * * Conv. Total (cfs) * 10680.5 * Conv. (cfs) * * 10680.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 259.97 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.88 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3113.72 * Flow Area (sq ft) * * 531.02 * * * E.G. Slope (ft/ft) *0.030794 * Area (sq ft) * * 531.02 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 305.79 * Top Width (ft) * * 305.79 * * * Vel Total (ft/s) * 7.53 * Avg. Vel. (ft/s) * * 7.53 * * * Max Chl Dpth (ft) * 2.72 * Hydr. Depth (ft) * * 1.74 * * * Conv. Total (cfs) * 22794.4 * Conv. (cfs) * * 22794.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 305.90 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 25.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 851.41 * * * E.G. Slope (ft/ft) *0.028428 * Area (sq ft) * * 851.41 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 380.22 * Top Width (ft) * * 380.22 * * * Vel Total (ft/s) * 8.57 * Avg. Vel. (ft/s) * * 8.57 * * * Max Chl Dpth (ft) * 3.64 * Hydr. Depth (ft) * * 2.24 * * * Conv. Total (cfs) * 43296.5 * Conv. (cfs) * * 43296.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 380.37 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.97 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 34.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #16 REACH: Reach-17 RS: 1605 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.04 * * * E.G. Slope (ft/ft) *0.015804 * Area (sq ft) * * 9.04 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 56.13 * Top Width (ft) * * 56.13 * * * Vel Total (ft/s) * 1.11 * Avg. Vel. (ft/s) * * 1.11 * * * Max Chl Dpth (ft) * 0.20 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 79.5 * Conv. (cfs) * * 79.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 56.14 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.18 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.06 * * * E.G. Slope (ft/ft) *0.021046 * Area (sq ft) * * 42.06 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 102.71 * Top Width (ft) * * 102.71 * * * Vel Total (ft/s) * 2.38 * Avg. Vel. (ft/s) * * 2.38 * * * Max Chl Dpth (ft) * 0.62 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 689.3 * Conv. (cfs) * * 689.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 102.72 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.28 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.98 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.85 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 69.12 * * * E.G. Slope (ft/ft) *0.021763 * Area (sq ft) * * 69.12 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 128.89 * Top Width (ft) * * 128.89 * * * Vel Total (ft/s) * 2.89 * Avg. Vel. (ft/s) * * 2.89 * * * Max Chl Dpth (ft) * 0.85 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1355.7 * Conv. (cfs) * * 1355.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 128.90 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.11 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 150.33 * * * E.G. Slope (ft/ft) *0.021741 * Area (sq ft) * * 150.33 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 227.31 * Top Width (ft) * * 227.31 * * * Vel Total (ft/s) * 3.33 * Avg. Vel. (ft/s) * * 3.33 * * * Max Chl Dpth (ft) * 1.28 * Hydr. Depth (ft) * * 0.66 * * * Conv. Total (cfs) * 3391.0 * Conv. (cfs) * * 3391.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 227.34 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.90 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.99 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.91 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 232.91 * * * E.G. Slope (ft/ft) *0.022228 * Area (sq ft) * * 232.91 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 244.12 * Top Width (ft) * * 244.12 * * * Vel Total (ft/s) * 4.29 * Avg. Vel. (ft/s) * * 4.29 * * * Max Chl Dpth (ft) * 1.63 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 6707.3 * Conv. (cfs) * * 6707.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 244.18 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.68 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.46 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.15 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 368.54 * * * E.G. Slope (ft/ft) *0.022189 * Area (sq ft) * * 368.54 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 271.44 * Top Width (ft) * * 271.44 * * * Vel Total (ft/s) * 5.43 * Avg. Vel. (ft/s) * * 5.43 * * * Max Chl Dpth (ft) * 2.15 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 13426.4 * Conv. (cfs) * * 13426.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 271.52 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.20 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.66 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3113.71 * Flow Area (sq ft) * * 615.19 * * * E.G. Slope (ft/ft) *0.020215 * Area (sq ft) * * 615.19 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 322.15 * Top Width (ft) * * 322.15 * * * Vel Total (ft/s) * 6.50 * Avg. Vel. (ft/s) * * 6.50 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.91 * * * Conv. Total (cfs) * 28133.6 * Conv. (cfs) * * 28133.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 322.27 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.66 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 985.10 * * * E.G. Slope (ft/ft) *0.018728 * Area (sq ft) * * 985.10 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 400.35 * Top Width (ft) * * 400.35 * * * Vel Total (ft/s) * 7.41 * Avg. Vel. (ft/s) * * 7.41 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.46 * * * Conv. Total (cfs) * 53342.6 * Conv. (cfs) * * 53342.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 400.52 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.31 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-17 RS: 1600 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.12 * Flow Area (sq ft) * * 7.33 * * * E.G. Slope (ft/ft) *0.029182 * Area (sq ft) * * 7.33 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.60 * Top Width (ft) * * 52.60 * * * Vel Total (ft/s) * 1.36 * Avg. Vel. (ft/s) * * 1.36 * * * Max Chl Dpth (ft) * 0.17 * Hydr. Depth (ft) * * 0.14 * * * Conv. Total (cfs) * 58.5 * Conv. (cfs) * * 58.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 52.61 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.35 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.57 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.49 * Flow Area (sq ft) * * 37.32 * * * E.G. Slope (ft/ft) *0.029208 * Area (sq ft) * * 37.32 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 97.40 * Top Width (ft) * * 97.40 * * * Vel Total (ft/s) * 2.68 * Avg. Vel. (ft/s) * * 2.68 * * * Max Chl Dpth (ft) * 0.57 * Hydr. Depth (ft) * * 0.38 * * * Conv. Total (cfs) * 585.1 * Conv. (cfs) * * 585.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 97.41 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.87 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.96 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.71 * Flow Area (sq ft) * * 62.03 * * * E.G. Slope (ft/ft) *0.029194 * Area (sq ft) * * 62.03 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 122.57 * Top Width (ft) * * 122.57 * * * Vel Total (ft/s) * 3.22 * Avg. Vel. (ft/s) * * 3.22 * * * Max Chl Dpth (ft) * 0.79 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1170.5 * Conv. (cfs) * * 1170.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 122.58 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.97 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.13 * Flow Area (sq ft) * * 136.88 * * * E.G. Slope (ft/ft) *0.029220 * Area (sq ft) * * 136.88 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 224.45 * Top Width (ft) * * 224.45 * * * Vel Total (ft/s) * 3.65 * Avg. Vel. (ft/s) * * 3.65 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 2925.0 * Conv. (cfs) * * 2925.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 224.48 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.54 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 213.11 * * * E.G. Slope (ft/ft) *0.029252 * Area (sq ft) * * 213.11 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 240.19 * Top Width (ft) * * 240.19 * * * Vel Total (ft/s) * 4.69 * Avg. Vel. (ft/s) * * 4.69 * * * Max Chl Dpth (ft) * 1.54 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 5846.8 * Conv. (cfs) * * 5846.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 240.25 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.03 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.96 * Flow Area (sq ft) * * 335.60 * * * E.G. Slope (ft/ft) *0.029203 * Area (sq ft) * * 335.60 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 263.93 * Top Width (ft) * * 263.93 * * * Vel Total (ft/s) * 5.96 * Avg. Vel. (ft/s) * * 5.96 * * * Max Chl Dpth (ft) * 2.03 * Hydr. Depth (ft) * * 1.27 * * * Conv. Total (cfs) * 11703.6 * Conv. (cfs) * * 11703.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 264.01 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.75 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3113.72 * Flow Area (sq ft) * * 540.91 * * * E.G. Slope (ft/ft) *0.029206 * Area (sq ft) * * 540.91 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 307.76 * Top Width (ft) * * 307.76 * * * Vel Total (ft/s) * 7.39 * Avg. Vel. (ft/s) * * 7.39 * * * Max Chl Dpth (ft) * 2.75 * Hydr. Depth (ft) * * 1.76 * * * Conv. Total (cfs) * 23405.8 * Conv. (cfs) * * 23405.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 307.87 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 851.41 * * * E.G. Slope (ft/ft) *0.028428 * Area (sq ft) * * 851.41 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 380.22 * Top Width (ft) * * 380.22 * * * Vel Total (ft/s) * 8.57 * Avg. Vel. (ft/s) * * 8.57 * * * Max Chl Dpth (ft) * 3.64 * Hydr. Depth (ft) * * 2.24 * * * Conv. Total (cfs) * 43296.5 * Conv. (cfs) * * 43296.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 380.37 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.97 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 34.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #16 REACH: Reach-18 RS: 1605 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.12 * * * E.G. Slope (ft/ft) *0.015394 * Area (sq ft) * * 9.12 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 56.30 * Top Width (ft) * * 56.30 * * * Vel Total (ft/s) * 1.10 * Avg. Vel. (ft/s) * * 1.10 * * * Max Chl Dpth (ft) * 0.20 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 80.6 * Conv. (cfs) * * 80.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 56.30 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.17 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.77 * * * E.G. Slope (ft/ft) *0.020110 * Area (sq ft) * * 42.77 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 103.48 * Top Width (ft) * * 103.48 * * * Vel Total (ft/s) * 2.34 * Avg. Vel. (ft/s) * * 2.34 * * * Max Chl Dpth (ft) * 0.62 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 705.2 * Conv. (cfs) * * 705.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.49 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.21 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.98 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.86 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 69.88 * * * E.G. Slope (ft/ft) *0.021129 * Area (sq ft) * * 69.88 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 129.54 * Top Width (ft) * * 129.54 * * * Vel Total (ft/s) * 2.86 * Avg. Vel. (ft/s) * * 2.86 * * * Max Chl Dpth (ft) * 0.86 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1375.9 * Conv. (cfs) * * 1375.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 129.56 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.04 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 152.50 * * * E.G. Slope (ft/ft) *0.020784 * Area (sq ft) * * 152.50 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 227.76 * Top Width (ft) * * 227.76 * * * Vel Total (ft/s) * 3.28 * Avg. Vel. (ft/s) * * 3.28 * * * Max Chl Dpth (ft) * 1.28 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 3468.2 * Conv. (cfs) * * 3468.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 227.80 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.85 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.92 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 235.24 * * * E.G. Slope (ft/ft) *0.021558 * Area (sq ft) * * 235.24 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 244.58 * Top Width (ft) * * 244.58 * * * Vel Total (ft/s) * 4.25 * Avg. Vel. (ft/s) * * 4.25 * * * Max Chl Dpth (ft) * 1.64 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 6810.8 * Conv. (cfs) * * 6810.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 244.63 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.50 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.16 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 370.40 * * * E.G. Slope (ft/ft) *0.021865 * Area (sq ft) * * 370.40 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 271.85 * Top Width (ft) * * 271.85 * * * Vel Total (ft/s) * 5.40 * Avg. Vel. (ft/s) * * 5.40 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 13525.5 * Conv. (cfs) * * 13525.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 271.94 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.04 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.95 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 603.75 * * * E.G. Slope (ft/ft) *0.021327 * Area (sq ft) * * 603.75 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 319.97 * Top Width (ft) * * 319.97 * * * Vel Total (ft/s) * 6.63 * Avg. Vel. (ft/s) * * 6.63 * * * Max Chl Dpth (ft) * 2.95 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 27390.2 * Conv. (cfs) * * 27390.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 320.09 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.64 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.86 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 983.43 * * * E.G. Slope (ft/ft) *0.018819 * Area (sq ft) * * 983.43 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 400.11 * Top Width (ft) * * 400.11 * * * Vel Total (ft/s) * 7.42 * Avg. Vel. (ft/s) * * 7.42 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.46 * * * Conv. Total (cfs) * 53214.4 * Conv. (cfs) * * 53214.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 400.27 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.43 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-18 RS: 1600 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.12 * Flow Area (sq ft) * * 4.94 * * * E.G. Slope (ft/ft) *0.094160 * Area (sq ft) * * 4.94 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 47.24 * Top Width (ft) * * 47.24 * * * Vel Total (ft/s) * 2.02 * Avg. Vel. (ft/s) * * 2.02 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 32.6 * Conv. (cfs) * * 32.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 47.25 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.24 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.49 * Flow Area (sq ft) * * 38.57 * * * E.G. Slope (ft/ft) *0.026691 * Area (sq ft) * * 38.57 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 98.83 * Top Width (ft) * * 98.83 * * * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.59 * * * Max Chl Dpth (ft) * 0.58 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 612.1 * Conv. (cfs) * * 612.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 98.84 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.96 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.71 * Flow Area (sq ft) * * 64.11 * * * E.G. Slope (ft/ft) *0.026692 * Area (sq ft) * * 64.11 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 124.46 * Top Width (ft) * * 124.46 * * * Vel Total (ft/s) * 3.12 * Avg. Vel. (ft/s) * * 3.12 * * * Max Chl Dpth (ft) * 0.81 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1224.2 * Conv. (cfs) * * 1224.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 124.47 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.13 * Flow Area (sq ft) * * 140.83 * * * E.G. Slope (ft/ft) *0.026708 * Area (sq ft) * * 140.83 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 225.29 * Top Width (ft) * * 225.29 * * * Vel Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * * 3.55 * * * Max Chl Dpth (ft) * 1.23 * Hydr. Depth (ft) * * 0.63 * * * Conv. Total (cfs) * 3059.5 * Conv. (cfs) * * 3059.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 225.32 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.70 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.57 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 219.46 * * * E.G. Slope (ft/ft) *0.026712 * Area (sq ft) * * 219.46 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 241.46 * Top Width (ft) * * 241.46 * * * Vel Total (ft/s) * 4.56 * Avg. Vel. (ft/s) * * 4.56 * * * Max Chl Dpth (ft) * 1.57 * Hydr. Depth (ft) * * 0.91 * * * Conv. Total (cfs) * 6118.6 * Conv. (cfs) * * 6118.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 241.51 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.90 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.52 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.95 * Flow Area (sq ft) * * 345.96 * * * E.G. Slope (ft/ft) *0.026708 * Area (sq ft) * * 345.96 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 266.31 * Top Width (ft) * * 266.31 * * * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * * 5.78 * * * Max Chl Dpth (ft) * 2.07 * Hydr. Depth (ft) * * 1.30 * * * Conv. Total (cfs) * 12238.1 * Conv. (cfs) * * 12238.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 266.40 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.80 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3113.72 * Flow Area (sq ft) * * 558.06 * * * E.G. Slope (ft/ft) *0.026707 * Area (sq ft) * * 558.06 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 311.14 * Top Width (ft) * * 311.14 * * * Vel Total (ft/s) * 7.17 * Avg. Vel. (ft/s) * * 7.17 * * * Max Chl Dpth (ft) * 2.80 * Hydr. Depth (ft) * * 1.79 * * * Conv. Total (cfs) * 24476.6 * Conv. (cfs) * * 24476.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 311.25 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.99 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.69 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3114.64 * Flow Area (sq ft) * * 869.86 * * * E.G. Slope (ft/ft) *0.026731 * Area (sq ft) * * 869.86 * * * Q Total (cfs) * 7300.00 * Flow (cfs) * * 7300.00 * * * Top Width (ft) * 383.06 * Top Width (ft) * * 383.06 * * * Vel Total (ft/s) * 8.39 * Avg. Vel. (ft/s) * * 8.39 * * * Max Chl Dpth (ft) * 3.69 * Hydr. Depth (ft) * * 2.27 * * * Conv. Total (cfs) * 44649.1 * Conv. (cfs) * * 44649.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 383.21 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 31.79 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-19-20-19 RS: 1605 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 Bank Sta: Left 100 100 Right 502.15 .05 502.15 .05 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.21 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.32 * * * E.G. Slope (ft/ft) *0.014486 * Area (sq ft) * * 9.32 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 56.68 * Top Width (ft) * * 56.68 * * * Vel Total (ft/s) * 1.07 * Avg. Vel. (ft/s) * * 1.07 * * * Max Chl Dpth (ft) * 0.21 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 83.1 * Conv. (cfs) * * 83.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 56.68 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.16 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 43.86 * * * E.G. Slope (ft/ft) *0.018769 * Area (sq ft) * * 43.86 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 104.65 * Top Width (ft) * * 104.65 * * * Vel Total (ft/s) * 2.28 * Avg. Vel. (ft/s) * * 2.28 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 729.9 * Conv. (cfs) * * 729.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 104.66 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.12 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.87 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 71.85 * * * E.G. Slope (ft/ft) *0.019592 * Area (sq ft) * * 71.85 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 131.24 * Top Width (ft) * * 131.24 * * * Vel Total (ft/s) * 2.78 * Avg. Vel. (ft/s) * * 2.78 * * * Max Chl Dpth (ft) * 0.87 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 1428.8 * Conv. (cfs) * * 1428.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 131.25 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.86 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 155.17 * * * E.G. Slope (ft/ft) *0.019679 * Area (sq ft) * * 155.17 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 228.33 * Top Width (ft) * * 228.33 * * * Vel Total (ft/s) * 3.22 * Avg. Vel. (ft/s) * * 3.22 * * * Max Chl Dpth (ft) * 1.30 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 3564.2 * Conv. (cfs) * * 3564.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 228.36 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.69 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.92 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 239.73 * * * E.G. Slope (ft/ft) *0.020339 * Area (sq ft) * * 239.73 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 245.45 * Top Width (ft) * * 245.45 * * * Vel Total (ft/s) * 4.17 * Avg. Vel. (ft/s) * * 4.17 * * * Max Chl Dpth (ft) * 1.65 * Hydr. Depth (ft) * * 0.98 * * * Conv. Total (cfs) * 7011.8 * Conv. (cfs) * * 7011.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 245.51 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.17 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 376.58 * * * E.G. Slope (ft/ft) *0.020831 * Area (sq ft) * * 376.58 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 273.24 * Top Width (ft) * * 273.24 * * * Vel Total (ft/s) * 5.31 * Avg. Vel. (ft/s) * * 5.31 * * * Max Chl Dpth (ft) * 2.18 * Hydr. Depth (ft) * * 1.38 * * * Conv. Total (cfs) * 13857.1 * Conv. (cfs) * * 13857.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 273.33 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.52 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.67 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.96 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 608.13 * * * E.G. Slope (ft/ft) *0.020892 * Area (sq ft) * * 608.13 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 320.81 * Top Width (ft) * * 320.81 * * * Vel Total (ft/s) * 6.58 * Avg. Vel. (ft/s) * * 6.58 * * * Max Chl Dpth (ft) * 2.96 * Hydr. Depth (ft) * * 1.90 * * * Conv. Total (cfs) * 27674.1 * Conv. (cfs) * * 27674.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 320.93 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.26 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.91 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.93 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 983.92 * * * E.G. Slope (ft/ft) *0.020368 * Area (sq ft) * * 983.92 * * * Q Total (cfs) * 7600.00 * Flow (cfs) * * 7600.00 * * * Top Width (ft) * 400.18 * Top Width (ft) * * 400.18 * * * Vel Total (ft/s) * 7.72 * Avg. Vel. (ft/s) * * 7.72 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.46 * * * Conv. Total (cfs) * 53252.1 * Conv. (cfs) * * 53252.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 400.35 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 24.14 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #16 REACH: Reach-19-20-19 RS: 1600 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3115 116.9 3114 132.49 3113 142.25 3112 202.2 3111 204.31 3111 221.76 3111 235.74 3111 287.82 3112 288.37 3112 289.13 3112 327.8 3112 334.74 3112 346.25 3112 356.34 3112 394.57 3113 440 3114 449.08 3114 451.59 3114 459.42 3114 459.52 3114 501.4 3115 502.15 3115 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 502.15 .05 Bank Sta: Left 100 Right 502.15 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3111.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.12 * Flow Area (sq ft) * * 7.85 * * * E.G. Slope (ft/ft) *0.023877 * Area (sq ft) * * 7.85 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 53.70 * Top Width (ft) * * 53.70 * * * Vel Total (ft/s) * 1.27 * Avg. Vel. (ft/s) * * 1.27 * * * Max Chl Dpth (ft) * 0.18 * Hydr. Depth (ft) * * 0.15 * * * Conv. Total (cfs) * 64.7 * Conv. (cfs) * * 64.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 53.70 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.28 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3111.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.49 * Flow Area (sq ft) * * 40.15 * * * E.G. Slope (ft/ft) *0.023905 * Area (sq ft) * * 40.15 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.60 * Top Width (ft) * * 100.60 * * * Vel Total (ft/s) * 2.49 * Avg. Vel. (ft/s) * * 2.49 * * * Max Chl Dpth (ft) * 0.60 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 646.8 * Conv. (cfs) * * 646.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 100.62 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.48 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3111.97 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3111.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3111.71 * Flow Area (sq ft) * * 66.78 * * * E.G. Slope (ft/ft) *0.023895 * Area (sq ft) * * 66.78 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 126.83 * Top Width (ft) * * 126.83 * * * Vel Total (ft/s) * 3.00 * Avg. Vel. (ft/s) * * 3.00 * * * Max Chl Dpth (ft) * 0.83 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1293.8 * Conv. (cfs) * * 1293.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 126.85 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.35 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3112.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.26 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.13 * Flow Area (sq ft) * * 145.85 * * * E.G. Slope (ft/ft) *0.023917 * Area (sq ft) * * 145.85 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 226.36 * Top Width (ft) * * 226.36 * * * Vel Total (ft/s) * 3.43 * Avg. Vel. (ft/s) * * 3.43 * * * Max Chl Dpth (ft) * 1.26 * Hydr. Depth (ft) * * 0.64 * * * Conv. Total (cfs) * 3233.1 * Conv. (cfs) * * 3233.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 226.39 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 0.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3112.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3112.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.46 * Flow Area (sq ft) * * 227.38 * * * E.G. Slope (ft/ft) *0.023939 * Area (sq ft) * * 227.38 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 243.03 * Top Width (ft) * * 243.03 * * * Vel Total (ft/s) * 4.40 * Avg. Vel. (ft/s) * * 4.40 * * * Max Chl Dpth (ft) * 1.60 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 6463.2 * Conv. (cfs) * * 6463.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 243.09 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.40 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3113.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3112.96 * Flow Area (sq ft) * * 359.30 * * * E.G. Slope (ft/ft) *0.023902 * Area (sq ft) * * 359.30 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 269.35 * Top Width (ft) * * 269.35 * * * Vel Total (ft/s) * 5.57 * Avg. Vel. (ft/s) * * 5.57 * * * Max Chl Dpth (ft) * 2.12 * Hydr. Depth (ft) * * 1.33 * * * Conv. Total (cfs) * 12936.3 * Conv. (cfs) * * 12936.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 269.44 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 1.99 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.08 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3114.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.74 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3113.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3113.71 * Flow Area (sq ft) * * 580.09 * * * E.G. Slope (ft/ft) *0.023906 * Area (sq ft) * * 580.09 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 315.43 * Top Width (ft) * * 315.43 * * * Vel Total (ft/s) * 6.90 * Avg. Vel. (ft/s) * * 6.90 * * * Max Chl Dpth (ft) * 2.87 * Hydr. Depth (ft) * * 1.84 * * * Conv. Total (cfs) * 25870.5 * Conv. (cfs) * * 25870.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 315.55 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 2.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.92 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3115.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3114.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3114.72 * Flow Area (sq ft) * * 930.24 * * * E.G. Slope (ft/ft) *0.023907 * Area (sq ft) * * 930.24 * * * Q Total (cfs) * 7600.00 * Flow (cfs) * * 7600.00 * * * Top Width (ft) * 392.22 * Top Width (ft) * * 392.22 * * * Vel Total (ft/s) * 8.17 * Avg. Vel. (ft/s) * * 8.17 * * * Max Chl Dpth (ft) * 3.84 * Hydr. Depth (ft) * * 2.37 * * * Conv. Total (cfs) * 49152.7 * Conv. (cfs) * * 49152.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 392.38 * * * Min Ch El (ft) * 3111.00 * Shear (lb/sq ft) * * 3.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 28.91 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #17 REACH: Reach-7-11-11 RS: 1705 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.83 * * * E.G. Slope (ft/ft) *0.013512 * Area (sq ft) * * 11.83 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.76 * Top Width (ft) * * 97.76 * * * Vel Total (ft/s) * 0.85 * Avg. Vel. (ft/s) * * 0.85 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 86.0 * Conv. (cfs) * * 86.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 97.78 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.20 * * * E.G. Slope (ft/ft) *0.020361 * Area (sq ft) * * 42.20 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.94 * Top Width (ft) * * 100.94 * * * Vel Total (ft/s) * 2.37 * Avg. Vel. (ft/s) * * 2.37 * * * Max Chl Dpth (ft) * 0.43 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 700.8 * Conv. (cfs) * * 700.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 101.02 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.26 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 62.72 * * * E.G. Slope (ft/ft) *0.022355 * Area (sq ft) * * 62.72 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 103.03 * Top Width (ft) * * 103.03 * * * Vel Total (ft/s) * 3.19 * Avg. Vel. (ft/s) * * 3.19 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 1337.6 * Conv. (cfs) * * 1337.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.15 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.71 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.19 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3433.03 * Flow Area (sq ft) * * 133.11 * * * E.G. Slope (ft/ft) *0.021451 * Area (sq ft) * * 133.11 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.80 * Top Width (ft) * * 165.80 * * * Vel Total (ft/s) * 3.76 * Avg. Vel. (ft/s) * * 3.76 * * * Max Chl Dpth (ft) * 1.19 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 3413.8 * Conv. (cfs) * * 3413.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 166.02 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.07 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.03 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 206.15 * * * E.G. Slope (ft/ft) *0.021646 * Area (sq ft) * * 206.15 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 176.13 * Top Width (ft) * * 176.13 * * * Vel Total (ft/s) * 4.85 * Avg. Vel. (ft/s) * * 4.85 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 1.17 * * * Conv. Total (cfs) * 6797.0 * Conv. (cfs) * * 6797.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 176.41 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.66 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 372.02 * * * E.G. Slope (ft/ft) *0.021114 * Area (sq ft) * * 372.02 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 267.44 * Top Width (ft) * * 267.44 * * * Vel Total (ft/s) * 5.38 * Avg. Vel. (ft/s) * * 5.38 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.39 * * * Conv. Total (cfs) * 13764.0 * Conv. (cfs) * * 13764.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 267.82 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.84 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.52 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3434.94 * Flow Area (sq ft) * * 692.49 * * * E.G. Slope (ft/ft) *0.018893 * Area (sq ft) * * 692.49 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 411.38 * Top Width (ft) * * 411.38 * * * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * * 5.78 * * * Max Chl Dpth (ft) * 3.37 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 29101.2 * Conv. (cfs) * * 29101.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 411.82 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.46 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3436.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 968.33 * * * E.G. Slope (ft/ft) *0.019861 * Area (sq ft) * * 968.33 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 471.31 * Top Width (ft) * * 471.31 * * * Vel Total (ft/s) * 6.76 * Avg. Vel. (ft/s) * * 6.76 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.05 * * * Conv. Total (cfs) * 46477.6 * Conv. (cfs) * * 46477.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 471.77 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.21 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #17 REACH: Reach-7-11-11 RS: 1700 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.07 * Flow Area (sq ft) * * 6.86 * * * E.G. Slope (ft/ft) *0.082634 * Area (sq ft) * * 6.86 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.23 * Top Width (ft) * * 97.23 * * * Vel Total (ft/s) * 1.46 * Avg. Vel. (ft/s) * * 1.46 * * * Max Chl Dpth (ft) * 0.07 * Hydr. Depth (ft) * * 0.07 * * * Conv. Total (cfs) * 34.8 * Conv. (cfs) * * 34.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 97.24 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.53 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.48 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.32 * Flow Area (sq ft) * * 35.23 * * * E.G. Slope (ft/ft) *0.036818 * Area (sq ft) * * 35.23 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.22 * Top Width (ft) * * 100.22 * * * Vel Total (ft/s) * 2.84 * Avg. Vel. (ft/s) * * 2.84 * * * Max Chl Dpth (ft) * 0.36 * Hydr. Depth (ft) * * 0.35 * * * Conv. Total (cfs) * 521.2 * Conv. (cfs) * * 521.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 100.29 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.29 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.54 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.50 * Flow Area (sq ft) * * 53.80 * * * E.G. Slope (ft/ft) *0.036827 * Area (sq ft) * * 53.80 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 102.13 * Top Width (ft) * * 102.13 * * * Vel Total (ft/s) * 3.72 * Avg. Vel. (ft/s) * * 3.72 * * * Max Chl Dpth (ft) * 0.54 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1042.2 * Conv. (cfs) * * 1042.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 102.23 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.50 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.92 * Flow Area (sq ft) * * 94.75 * * * E.G. Slope (ft/ft) *0.036804 * Area (sq ft) * * 94.75 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 106.22 * Top Width (ft) * * 106.22 * * * Vel Total (ft/s) * 5.28 * Avg. Vel. (ft/s) * * 5.28 * * * Max Chl Dpth (ft) * 0.93 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 2606.3 * Conv. (cfs) * * 2606.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 106.40 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.80 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.95 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.44 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.44 * Flow Area (sq ft) * * 174.10 * * * E.G. Slope (ft/ft) *0.036739 * Area (sq ft) * * 174.10 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 171.68 * Top Width (ft) * * 171.68 * * * Vel Total (ft/s) * 5.74 * Avg. Vel. (ft/s) * * 5.74 * * * Max Chl Dpth (ft) * 1.44 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5217.2 * Conv. (cfs) * * 5217.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 171.93 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.34 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 316.38 * * * E.G. Slope (ft/ft) *0.035353 * Area (sq ft) * * 316.38 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 262.57 * Top Width (ft) * * 262.57 * * * Vel Total (ft/s) * 6.32 * Avg. Vel. (ft/s) * * 6.32 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.20 * * * Conv. Total (cfs) * 10637.0 * Conv. (cfs) * * 10637.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 262.92 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.79 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.91 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3434.92 * Flow Area (sq ft) * * 522.84 * * * E.G. Slope (ft/ft) *0.028911 * Area (sq ft) * * 522.84 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 280.23 * Top Width (ft) * * 280.23 * * * Vel Total (ft/s) * 7.65 * Avg. Vel. (ft/s) * * 7.65 * * * Max Chl Dpth (ft) * 2.92 * Hydr. Depth (ft) * * 1.87 * * * Conv. Total (cfs) * 23525.1 * Conv. (cfs) * * 23525.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 280.65 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 25.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.95 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 838.59 * * * E.G. Slope (ft/ft) *0.029639 * Area (sq ft) * * 838.59 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 444.13 * Top Width (ft) * * 444.13 * * * Vel Total (ft/s) * 7.81 * Avg. Vel. (ft/s) * * 7.81 * * * Max Chl Dpth (ft) * 3.72 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 38045.9 * Conv. (cfs) * * 38045.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 444.58 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #17 REACH: Reach-11-12A RS: 1705 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values Sta n Val Sta num= n Val 3 Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.90 * * * E.G. Slope (ft/ft) *0.013245 * Area (sq ft) * * 11.90 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.77 * Top Width (ft) * * 97.77 * * * Vel Total (ft/s) * 0.84 * Avg. Vel. (ft/s) * * 0.84 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 86.9 * Conv. (cfs) * * 86.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 97.79 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.08 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.15 * * * E.G. Slope (ft/ft) *0.020439 * Area (sq ft) * * 42.15 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.94 * Top Width (ft) * * 100.94 * * * Vel Total (ft/s) * 2.37 * Avg. Vel. (ft/s) * * 2.37 * * * Max Chl Dpth (ft) * 0.43 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 699.5 * Conv. (cfs) * * 699.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 101.02 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.26 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 63.32 * * * E.G. Slope (ft/ft) *0.021670 * Area (sq ft) * * 63.32 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 103.10 * Top Width (ft) * * 103.10 * * * Vel Total (ft/s) * 3.16 * Avg. Vel. (ft/s) * * 3.16 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 1358.6 * Conv. (cfs) * * 1358.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.22 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.62 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 131.45 * * * E.G. Slope (ft/ft) *0.022323 * Area (sq ft) * * 131.45 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.56 * Top Width (ft) * * 165.56 * * * Vel Total (ft/s) * 3.80 * Avg. Vel. (ft/s) * * 3.80 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3346.5 * Conv. (cfs) * * 3346.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.78 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.20 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.98 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.60 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 203.49 * * * E.G. Slope (ft/ft) *0.022542 * Area (sq ft) * * 203.49 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 175.76 * Top Width (ft) * * 175.76 * * * Vel Total (ft/s) * 4.91 * Avg. Vel. (ft/s) * * 4.91 * * * Max Chl Dpth (ft) * 1.60 * Hydr. Depth (ft) * * 1.16 * * * Conv. Total (cfs) * 6660.5 * Conv. (cfs) * * 6660.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 176.05 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.99 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.81 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.46 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.35 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 367.06 * * * E.G. Slope (ft/ft) *0.022032 * Area (sq ft) * * 367.06 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 267.01 * Top Width (ft) * * 267.01 * * * Vel Total (ft/s) * 5.45 * Avg. Vel. (ft/s) * * 5.45 * * * Max Chl Dpth (ft) * 2.35 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 13474.1 * Conv. (cfs) * * 13474.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 267.38 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.29 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.36 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.06 * Flow Area (sq ft) * * 687.27 * * * E.G. Slope (ft/ft) *0.019299 * Area (sq ft) * * 687.27 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 410.16 * Top Width (ft) * * 410.16 * * * Vel Total (ft/s) * 5.82 * Avg. Vel. (ft/s) * * 5.82 * * * Max Chl Dpth (ft) * 3.36 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 28793.7 * Conv. (cfs) * * 28793.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 410.60 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.74 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3436.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 968.21 * * * E.G. Slope (ft/ft) *0.019867 * Area (sq ft) * * 968.21 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 471.29 * Top Width (ft) * * 471.29 * * * Vel Total (ft/s) * 6.77 * Avg. Vel. (ft/s) * * 6.77 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.05 * * * Conv. Total (cfs) * 46469.9 * Conv. (cfs) * * 46469.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 471.75 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.22 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #17 REACH: Reach-11-12A RS: 1700 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.07 * Flow Area (sq ft) * * 9.28 * * * E.G. Slope (ft/ft) *0.030234 * Area (sq ft) * * 9.28 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.49 * Top Width (ft) * * 97.49 * * * Vel Total (ft/s) * 1.08 * Avg. Vel. (ft/s) * * 1.08 * * * Max Chl Dpth (ft) * 0.10 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 57.5 * Conv. (cfs) * * 57.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 97.50 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.49 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.38 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.32 * Flow Area (sq ft) * * 37.41 * * * E.G. Slope (ft/ft) *0.030232 * Area (sq ft) * * 37.41 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.44 * Top Width (ft) * * 100.44 * * * Vel Total (ft/s) * 2.67 * Avg. Vel. (ft/s) * * 2.67 * * * Max Chl Dpth (ft) * 0.38 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 575.1 * Conv. (cfs) * * 575.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 100.52 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.88 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.50 * Flow Area (sq ft) * * 57.17 * * * E.G. Slope (ft/ft) *0.030210 * Area (sq ft) * * 57.17 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 102.47 * Top Width (ft) * * 102.47 * * * Vel Total (ft/s) * 3.50 * Avg. Vel. (ft/s) * * 3.50 * * * Max Chl Dpth (ft) * 0.57 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 1150.7 * Conv. (cfs) * * 1150.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 102.58 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.03 * Flow Area (sq ft) * * 119.51 * * * E.G. Slope (ft/ft) *0.030230 * Area (sq ft) * * 119.51 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 163.81 * Top Width (ft) * * 163.81 * * * Vel Total (ft/s) * 4.18 * Avg. Vel. (ft/s) * * 4.18 * * * Max Chl Dpth (ft) * 1.11 * Hydr. Depth (ft) * * 0.73 * * * Conv. Total (cfs) * 2875.8 * Conv. (cfs) * * 2875.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 164.02 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.38 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.75 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.95 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.50 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 185.25 * * * E.G. Slope (ft/ft) *0.030232 * Area (sq ft) * * 185.25 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 173.24 * Top Width (ft) * * 173.24 * * * Vel Total (ft/s) * 5.40 * Avg. Vel. (ft/s) * * 5.40 * * * Max Chl Dpth (ft) * 1.50 * Hydr. Depth (ft) * * 1.07 * * * Conv. Total (cfs) * 5751.3 * Conv. (cfs) * * 5751.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 173.50 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.88 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.56 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 332.38 * * * E.G. Slope (ft/ft) *0.030206 * Area (sq ft) * * 332.38 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 263.98 * Top Width (ft) * * 263.98 * * * Vel Total (ft/s) * 6.02 * Avg. Vel. (ft/s) * * 6.02 * * * Max Chl Dpth (ft) * 2.22 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 11507.5 * Conv. (cfs) * * 11507.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 264.34 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.27 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.88 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3434.95 * Flow Area (sq ft) * * 532.02 * * * E.G. Slope (ft/ft) *0.027380 * Area (sq ft) * * 532.02 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 280.99 * Top Width (ft) * * 280.99 * * * Vel Total (ft/s) * 7.52 * Avg. Vel. (ft/s) * * 7.52 * * * Max Chl Dpth (ft) * 2.95 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 24173.8 * Conv. (cfs) * * 24173.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 281.41 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 24.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.95 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 838.59 * * * E.G. Slope (ft/ft) *0.029639 * Area (sq ft) * * 838.59 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 444.13 * Top Width (ft) * * 444.13 * * * Vel Total (ft/s) * 7.81 * Avg. Vel. (ft/s) * * 7.81 * * * Max Chl Dpth (ft) * 3.72 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 38045.9 * Conv. (cfs) * * 38045.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 444.58 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #17 REACH: Reach-11-12-11 RS: 1705 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.83 * * * E.G. Slope (ft/ft) *0.013512 * Area (sq ft) * * 11.83 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.76 * Top Width (ft) * * 97.76 * * * Vel Total (ft/s) * 0.85 * Avg. Vel. (ft/s) * * 0.85 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 86.0 * Conv. (cfs) * * 86.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 97.78 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.18 * * * E.G. Slope (ft/ft) *0.020400 * Area (sq ft) * * 42.18 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.94 * Top Width (ft) * * 100.94 * * * Vel Total (ft/s) * 2.37 * Avg. Vel. (ft/s) * * 2.37 * * * Max Chl Dpth (ft) * 0.43 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 700.1 * Conv. (cfs) * * 700.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 101.02 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.26 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 62.99 * * * E.G. Slope (ft/ft) *0.022038 * Area (sq ft) * * 62.99 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 103.06 * Top Width (ft) * * 103.06 * * * Vel Total (ft/s) * 3.17 * Avg. Vel. (ft/s) * * 3.17 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 1347.2 * Conv. (cfs) * * 1347.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.18 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.67 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.19 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3433.03 * Flow Area (sq ft) * * 131.85 * * * E.G. Slope (ft/ft) *0.022106 * Area (sq ft) * * 131.85 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.62 * Top Width (ft) * * 165.62 * * * Vel Total (ft/s) * 3.79 * Avg. Vel. (ft/s) * * 3.79 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 3362.9 * Conv. (cfs) * * 3362.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.84 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.16 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.99 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 206.54 * * * E.G. Slope (ft/ft) *0.021519 * Area (sq ft) * * 206.54 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 176.18 * Top Width (ft) * * 176.18 * * * Vel Total (ft/s) * 4.84 * Avg. Vel. (ft/s) * * 4.84 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 1.17 * * * Conv. Total (cfs) * 6816.9 * Conv. (cfs) * * 6816.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 176.47 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.61 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 372.02 * * * E.G. Slope (ft/ft) *0.021114 * Area (sq ft) * * 372.02 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 267.44 * Top Width (ft) * * 267.44 * * * Vel Total (ft/s) * 5.38 * Avg. Vel. (ft/s) * * 5.38 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.39 * * * Conv. Total (cfs) * 13764.0 * Conv. (cfs) * * 13764.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 267.82 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.84 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.06 * Flow Area (sq ft) * * 674.50 * * * E.G. Slope (ft/ft) *0.020344 * Area (sq ft) * * 674.50 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 407.16 * Top Width (ft) * * 407.16 * * * Vel Total (ft/s) * 5.93 * Avg. Vel. (ft/s) * * 5.93 * * * Max Chl Dpth (ft) * 3.33 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 28044.1 * Conv. (cfs) * * 28044.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 407.60 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.46 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3436.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 968.21 * * * E.G. Slope (ft/ft) *0.019867 * Area (sq ft) * * 968.21 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 471.29 * Top Width (ft) * * 471.29 * * * Vel Total (ft/s) * 6.77 * Avg. Vel. (ft/s) * * 6.77 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.05 * * * Conv. Total (cfs) * 46469.9 * Conv. (cfs) * * 46469.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 471.75 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.22 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #17 REACH: Reach-11-12-11 RS: 1700 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.07 * Flow Area (sq ft) * * 6.86 * * * E.G. Slope (ft/ft) *0.082634 * Area (sq ft) * * 6.86 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.23 * Top Width (ft) * * 97.23 * * * Vel Total (ft/s) * 1.46 * Avg. Vel. (ft/s) * * 1.46 * * * Max Chl Dpth (ft) * 0.07 * Hydr. Depth (ft) * * 0.07 * * * Conv. Total (cfs) * 34.8 * Conv. (cfs) * * 34.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 97.24 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.53 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.48 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.32 * Flow Area (sq ft) * * 33.73 * * * E.G. Slope (ft/ft) *0.042440 * Area (sq ft) * * 33.73 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.06 * Top Width (ft) * * 100.06 * * * Vel Total (ft/s) * 2.96 * Avg. Vel. (ft/s) * * 2.96 * * * Max Chl Dpth (ft) * 0.34 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 485.4 * Conv. (cfs) * * 485.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 100.13 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.65 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.52 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.50 * Flow Area (sq ft) * * 51.51 * * * E.G. Slope (ft/ft) *0.042444 * Area (sq ft) * * 51.51 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 101.90 * Top Width (ft) * * 101.90 * * * Vel Total (ft/s) * 3.88 * Avg. Vel. (ft/s) * * 3.88 * * * Max Chl Dpth (ft) * 0.52 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 970.8 * Conv. (cfs) * * 970.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 102.00 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.04 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.03 * Flow Area (sq ft) * * 107.49 * * * E.G. Slope (ft/ft) *0.042406 * Area (sq ft) * * 107.49 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 162.03 * Top Width (ft) * * 162.03 * * * Vel Total (ft/s) * 4.65 * Avg. Vel. (ft/s) * * 4.65 * * * Max Chl Dpth (ft) * 1.04 * Hydr. Depth (ft) * * 0.66 * * * Conv. Total (cfs) * 2428.1 * Conv. (cfs) * * 2428.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 162.22 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.95 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.52 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.43 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 173.30 * * * E.G. Slope (ft/ft) *0.037272 * Area (sq ft) * * 173.30 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 171.56 * Top Width (ft) * * 171.56 * * * Vel Total (ft/s) * 5.77 * Avg. Vel. (ft/s) * * 5.77 * * * Max Chl Dpth (ft) * 1.43 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5179.8 * Conv. (cfs) * * 5179.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 171.82 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.54 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 316.76 * * * E.G. Slope (ft/ft) *0.035216 * Area (sq ft) * * 316.76 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 262.60 * Top Width (ft) * * 262.60 * * * Vel Total (ft/s) * 6.31 * Avg. Vel. (ft/s) * * 6.31 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.21 * * * Conv. Total (cfs) * 10657.6 * Conv. (cfs) * * 10657.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 262.96 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.77 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.06 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.06 * Flow Area (sq ft) * * 569.55 * * * E.G. Slope (ft/ft) *0.032797 * Area (sq ft) * * 569.55 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 381.64 * Top Width (ft) * * 381.64 * * * Vel Total (ft/s) * 7.02 * Avg. Vel. (ft/s) * * 7.02 * * * Max Chl Dpth (ft) * 3.06 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 22087.4 * Conv. (cfs) * * 22087.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 382.08 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.95 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 838.59 * * * E.G. Slope (ft/ft) *0.029639 * Area (sq ft) * * 838.59 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 444.13 * Top Width (ft) * * 444.13 * * * Vel Total (ft/s) * 7.81 * Avg. Vel. (ft/s) * * 7.81 * * * Max Chl Dpth (ft) * 3.72 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 38045.9 * Conv. (cfs) * * 38045.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 444.58 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #17 REACH: Reach-11-12-12 RS: 1705 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.86 * * * E.G. Slope (ft/ft) *0.013422 * Area (sq ft) * * 11.86 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.76 * Top Width (ft) * * 97.76 * * * Vel Total (ft/s) * 0.84 * Avg. Vel. (ft/s) * * 0.84 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 86.3 * Conv. (cfs) * * 86.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 97.78 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 42.13 * * * E.G. Slope (ft/ft) *0.020479 * Area (sq ft) * * 42.13 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.93 * Top Width (ft) * * 100.93 * * * Vel Total (ft/s) * 2.37 * Avg. Vel. (ft/s) * * 2.37 * * * Max Chl Dpth (ft) * 0.43 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 698.8 * Conv. (cfs) * * 698.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 101.01 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.27 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 62.69 * * * E.G. Slope (ft/ft) *0.022385 * Area (sq ft) * * 62.69 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 103.03 * Top Width (ft) * * 103.03 * * * Vel Total (ft/s) * 3.19 * Avg. Vel. (ft/s) * * 3.19 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 1336.8 * Conv. (cfs) * * 1336.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.15 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.71 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 130.76 * * * E.G. Slope (ft/ft) *0.022698 * Area (sq ft) * * 130.76 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.46 * Top Width (ft) * * 165.46 * * * Vel Total (ft/s) * 3.82 * Avg. Vel. (ft/s) * * 3.82 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3318.8 * Conv. (cfs) * * 3318.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.68 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.28 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.98 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 205.68 * * * E.G. Slope (ft/ft) *0.021801 * Area (sq ft) * * 205.68 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 176.07 * Top Width (ft) * * 176.07 * * * Vel Total (ft/s) * 4.86 * Avg. Vel. (ft/s) * * 4.86 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 1.17 * * * Conv. Total (cfs) * 6772.7 * Conv. (cfs) * * 6772.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 176.35 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.72 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 372.15 * * * E.G. Slope (ft/ft) *0.021091 * Area (sq ft) * * 372.15 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 267.45 * Top Width (ft) * * 267.45 * * * Vel Total (ft/s) * 5.37 * Avg. Vel. (ft/s) * * 5.37 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.39 * * * Conv. Total (cfs) * 13771.6 * Conv. (cfs) * * 13771.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 267.83 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.83 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.06 * Flow Area (sq ft) * * 674.70 * * * E.G. Slope (ft/ft) *0.020327 * Area (sq ft) * * 674.70 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 407.21 * Top Width (ft) * * 407.21 * * * Vel Total (ft/s) * 5.93 * Avg. Vel. (ft/s) * * 5.93 * * * Max Chl Dpth (ft) * 3.33 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 28055.8 * Conv. (cfs) * * 28055.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 407.65 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.45 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3436.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 968.21 * * * E.G. Slope (ft/ft) *0.019867 * Area (sq ft) * * 968.21 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 471.29 * Top Width (ft) * * 471.29 * * * Vel Total (ft/s) * 6.77 * Avg. Vel. (ft/s) * * 6.77 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.05 * * * Conv. Total (cfs) * 46469.9 * Conv. (cfs) * * 46469.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 471.75 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.22 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #17 REACH: Reach-11-12-12 RS: 1700 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.09 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.07 * Flow Area (sq ft) * * 8.59 * * * E.G. Slope (ft/ft) *0.039072 * Area (sq ft) * * 8.59 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.41 * Top Width (ft) * * 97.41 * * * Vel Total (ft/s) * 1.16 * Avg. Vel. (ft/s) * * 1.16 * * * Max Chl Dpth (ft) * 0.09 * Hydr. Depth (ft) * * 0.09 * * * Conv. Total (cfs) * 50.6 * Conv. (cfs) * * 50.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 97.43 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.25 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.48 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.32 * Flow Area (sq ft) * * 34.59 * * * E.G. Slope (ft/ft) *0.039089 * Area (sq ft) * * 34.59 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.15 * Top Width (ft) * * 100.15 * * * Vel Total (ft/s) * 2.89 * Avg. Vel. (ft/s) * * 2.89 * * * Max Chl Dpth (ft) * 0.35 * Hydr. Depth (ft) * * 0.35 * * * Conv. Total (cfs) * 505.8 * Conv. (cfs) * * 505.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 100.22 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.53 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.50 * Flow Area (sq ft) * * 52.80 * * * E.G. Slope (ft/ft) *0.039143 * Area (sq ft) * * 52.80 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 102.03 * Top Width (ft) * * 102.03 * * * Vel Total (ft/s) * 3.79 * Avg. Vel. (ft/s) * * 3.79 * * * Max Chl Dpth (ft) * 0.53 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1010.9 * Conv. (cfs) * * 1010.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 102.13 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.79 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.05 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.03 * Flow Area (sq ft) * * 110.23 * * * E.G. Slope (ft/ft) *0.039133 * Area (sq ft) * * 110.23 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 162.43 * Top Width (ft) * * 162.43 * * * Vel Total (ft/s) * 4.54 * Avg. Vel. (ft/s) * * 4.54 * * * Max Chl Dpth (ft) * 1.05 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 2527.6 * Conv. (cfs) * * 2527.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 162.63 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.95 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.52 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.43 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 173.64 * * * E.G. Slope (ft/ft) *0.037046 * Area (sq ft) * * 173.64 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 171.61 * Top Width (ft) * * 171.61 * * * Vel Total (ft/s) * 5.76 * Avg. Vel. (ft/s) * * 5.76 * * * Max Chl Dpth (ft) * 1.43 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5195.5 * Conv. (cfs) * * 5195.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 171.87 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.46 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 316.76 * * * E.G. Slope (ft/ft) *0.035216 * Area (sq ft) * * 316.76 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 262.60 * Top Width (ft) * * 262.60 * * * Vel Total (ft/s) * 6.31 * Avg. Vel. (ft/s) * * 6.31 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.21 * * * Conv. Total (cfs) * 10657.6 * Conv. (cfs) * * 10657.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 262.96 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.77 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.06 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.06 * Flow Area (sq ft) * * 569.18 * * * E.G. Slope (ft/ft) *0.032858 * Area (sq ft) * * 569.18 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 381.55 * Top Width (ft) * * 381.55 * * * Vel Total (ft/s) * 7.03 * Avg. Vel. (ft/s) * * 7.03 * * * Max Chl Dpth (ft) * 3.06 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 22066.9 * Conv. (cfs) * * 22066.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 381.98 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.48 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.95 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 838.59 * * * E.G. Slope (ft/ft) *0.029639 * Area (sq ft) * * 838.59 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 444.13 * Top Width (ft) * * 444.13 * * * Vel Total (ft/s) * 7.81 * Avg. Vel. (ft/s) * * 7.81 * * * Max Chl Dpth (ft) * 3.72 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 38045.9 * Conv. (cfs) * * 38045.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 444.58 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #17 REACH: Reach-12A RS: 1705 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.83 * * * E.G. Slope (ft/ft) *0.013512 * Area (sq ft) * * 11.83 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.76 * Top Width (ft) * * 97.76 * * * Vel Total (ft/s) * 0.85 * Avg. Vel. (ft/s) * * 0.85 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 86.0 * Conv. (cfs) * * 86.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 97.78 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 41.73 * * * E.G. Slope (ft/ft) *0.021119 * Area (sq ft) * * 41.73 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.89 * Top Width (ft) * * 100.89 * * * Vel Total (ft/s) * 2.40 * Avg. Vel. (ft/s) * * 2.40 * * * Max Chl Dpth (ft) * 0.42 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 688.1 * Conv. (cfs) * * 688.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 100.97 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.31 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 62.64 * * * E.G. Slope (ft/ft) *0.022443 * Area (sq ft) * * 62.64 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 103.03 * Top Width (ft) * * 103.03 * * * Vel Total (ft/s) * 3.19 * Avg. Vel. (ft/s) * * 3.19 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 1335.0 * Conv. (cfs) * * 1335.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 103.15 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.72 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 130.96 * * * E.G. Slope (ft/ft) *0.022587 * Area (sq ft) * * 130.96 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.49 * Top Width (ft) * * 165.49 * * * Vel Total (ft/s) * 3.82 * Avg. Vel. (ft/s) * * 3.82 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3326.9 * Conv. (cfs) * * 3326.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.71 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.25 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.98 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 205.03 * * * E.G. Slope (ft/ft) *0.022016 * Area (sq ft) * * 205.03 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 175.98 * Top Width (ft) * * 175.98 * * * Vel Total (ft/s) * 4.88 * Avg. Vel. (ft/s) * * 4.88 * * * Max Chl Dpth (ft) * 1.61 * Hydr. Depth (ft) * * 1.17 * * * Conv. Total (cfs) * 6739.6 * Conv. (cfs) * * 6739.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 176.26 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.80 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 372.08 * * * E.G. Slope (ft/ft) *0.021102 * Area (sq ft) * * 372.08 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 267.45 * Top Width (ft) * * 267.45 * * * Vel Total (ft/s) * 5.38 * Avg. Vel. (ft/s) * * 5.38 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.39 * * * Conv. Total (cfs) * 13767.8 * Conv. (cfs) * * 13767.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 267.82 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.84 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.06 * Flow Area (sq ft) * * 675.10 * * * E.G. Slope (ft/ft) *0.020293 * Area (sq ft) * * 675.10 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 407.30 * Top Width (ft) * * 407.30 * * * Vel Total (ft/s) * 5.93 * Avg. Vel. (ft/s) * * 5.93 * * * Max Chl Dpth (ft) * 3.33 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 28079.0 * Conv. (cfs) * * 28079.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 407.74 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.43 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3436.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 968.21 * * * E.G. Slope (ft/ft) *0.019867 * Area (sq ft) * * 968.21 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 471.29 * Top Width (ft) * * 471.29 * * * Vel Total (ft/s) * 6.77 * Avg. Vel. (ft/s) * * 6.77 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.05 * * * Conv. Total (cfs) * 46469.9 * Conv. (cfs) * * 46469.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 471.75 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.22 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #17 REACH: Reach-12A RS: 1700 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3436 165.87 3435 174.74 3435 176.36 3435 232.44 3435 234.28 3435 252.88 3435 259.31 3435 267.63 3434 271.61 3433 276.49 3432 333.8 3432 341.94 3432 372.98 3432 378.51 3433 413.8 3433 427.03 3433 429.43 3433 432.77 3433 452.96 3434 475.77 3434 490.46 3434 491.89 3434 521.23 3434 522.03 3434 526.51 3434 541.4 3435 571.43 3436 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 571.43 .05 Bank Sta: Left 100 Right 571.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3432.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.07 * Flow Area (sq ft) * * 6.86 * * * E.G. Slope (ft/ft) *0.082634 * Area (sq ft) * * 6.86 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 97.23 * Top Width (ft) * * 97.23 * * * Vel Total (ft/s) * 1.46 * Avg. Vel. (ft/s) * * 1.46 * * * Max Chl Dpth (ft) * 0.07 * Hydr. Depth (ft) * * 0.07 * * * Conv. Total (cfs) * 34.8 * Conv. (cfs) * * 34.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 97.24 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.53 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3432.49 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.32 * Flow Area (sq ft) * * 35.69 * * * E.G. Slope (ft/ft) *0.035267 * Area (sq ft) * * 35.69 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 100.27 * Top Width (ft) * * 100.27 * * * Vel Total (ft/s) * 2.80 * Avg. Vel. (ft/s) * * 2.80 * * * Max Chl Dpth (ft) * 0.36 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 532.5 * Conv. (cfs) * * 532.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 100.34 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 0.78 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3432.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3432.55 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3432.50 * Flow Area (sq ft) * * 54.55 * * * E.G. Slope (ft/ft) *0.035205 * Area (sq ft) * * 54.55 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 102.21 * Top Width (ft) * * 102.21 * * * Vel Total (ft/s) * 3.67 * Avg. Vel. (ft/s) * * 3.67 * * * Max Chl Dpth (ft) * 0.55 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1065.9 * Conv. (cfs) * * 1065.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 102.31 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3433.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.08 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.03 * Flow Area (sq ft) * * 113.92 * * * E.G. Slope (ft/ft) *0.035219 * Area (sq ft) * * 113.92 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 162.98 * Top Width (ft) * * 162.98 * * * Vel Total (ft/s) * 4.39 * Avg. Vel. (ft/s) * * 4.39 * * * Max Chl Dpth (ft) * 1.08 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 2664.3 * Conv. (cfs) * * 2664.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 163.19 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3433.95 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3433.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3433.43 * Flow Area (sq ft) * * 176.49 * * * E.G. Slope (ft/ft) *0.035197 * Area (sq ft) * * 176.49 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 172.01 * Top Width (ft) * * 172.01 * * * Vel Total (ft/s) * 5.67 * Avg. Vel. (ft/s) * * 5.67 * * * Max Chl Dpth (ft) * 1.45 * Hydr. Depth (ft) * * 1.03 * * * Conv. Total (cfs) * 5330.2 * Conv. (cfs) * * 5330.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 172.27 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.76 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3434.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3434.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3434.16 * Flow Area (sq ft) * * 316.83 * * * E.G. Slope (ft/ft) *0.035193 * Area (sq ft) * * 316.83 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 262.61 * Top Width (ft) * * 262.61 * * * Vel Total (ft/s) * 6.31 * Avg. Vel. (ft/s) * * 6.31 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 1.21 * * * Conv. Total (cfs) * 10661.0 * Conv. (cfs) * * 10661.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 262.96 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 2.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.71 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3435.83 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.77 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.06 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.06 * Flow Area (sq ft) * * 568.62 * * * E.G. Slope (ft/ft) *0.032949 * Area (sq ft) * * 568.62 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 381.41 * Top Width (ft) * * 381.41 * * * Vel Total (ft/s) * 7.03 * Avg. Vel. (ft/s) * * 7.03 * * * Max Chl Dpth (ft) * 3.06 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 22036.2 * Conv. (cfs) * * 22036.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 381.84 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.55 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3436.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.95 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3435.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3435.72 * Flow Area (sq ft) * * 838.59 * * * E.G. Slope (ft/ft) *0.029639 * Area (sq ft) * * 838.59 * * * Q Total (cfs) * 6550.00 * Flow (cfs) * * 6550.00 * * * Top Width (ft) * 444.13 * Top Width (ft) * * 444.13 * * * Vel Total (ft/s) * 7.81 * Avg. Vel. (ft/s) * * 7.81 * * * Max Chl Dpth (ft) * 3.72 * Hydr. Depth (ft) * * 1.89 * * * Conv. Total (cfs) * 38045.9 * Conv. (cfs) * * 38045.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 444.58 * * * Min Ch El (ft) * 3432.00 * Shear (lb/sq ft) * * 3.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #18 REACH: Reach-61 RS: 1805 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.44 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.25 * * * E.G. Slope (ft/ft) *0.005576 * Area (sq ft) * * 9.25 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 27.16 * Top Width (ft) * * 27.16 * * * Vel Total (ft/s) * 1.08 * Avg. Vel. (ft/s) * * 1.08 * * * Max Chl Dpth (ft) * 0.44 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 133.9 * Conv. (cfs) * * 133.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 27.22 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.13 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.38 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.36 * * * E.G. Slope (ft/ft) *0.005774 * Area (sq ft) * * 46.36 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 49.47 * Top Width (ft) * * 49.47 * * * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * * 2.16 * * * Max Chl Dpth (ft) * 1.38 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 1316.1 * Conv. (cfs) * * 1316.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.65 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.73 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3380.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.91 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 75.14 * * * E.G. Slope (ft/ft) *0.005801 * Area (sq ft) * * 75.14 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 58.69 * Top Width (ft) * * 58.69 * * * Vel Total (ft/s) * 2.66 * Avg. Vel. (ft/s) * * 2.66 * * * Max Chl Dpth (ft) * 1.91 * Hydr. Depth (ft) * * 1.28 * * * Conv. Total (cfs) * 2625.9 * Conv. (cfs) * * 2625.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 58.92 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.23 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.79 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 191.63 * * * E.G. Slope (ft/ft) *0.005803 * Area (sq ft) * * 191.63 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 154.59 * Top Width (ft) * * 154.59 * * * Vel Total (ft/s) * 2.61 * Avg. Vel. (ft/s) * * 2.61 * * * Max Chl Dpth (ft) * 2.79 * Hydr. Depth (ft) * * 1.24 * * * Conv. Total (cfs) * 6563.5 * Conv. (cfs) * * 6563.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 154.88 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.17 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.48 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 304.54 * * * E.G. Slope (ft/ft) *0.005818 * Area (sq ft) * * 304.54 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 174.34 * Top Width (ft) * * 174.34 * * * Vel Total (ft/s) * 3.28 * Avg. Vel. (ft/s) * * 3.28 * * * Max Chl Dpth (ft) * 3.48 * Hydr. Depth (ft) * * 1.75 * * * Conv. Total (cfs) * 13110.0 * Conv. (cfs) * * 13110.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 174.69 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.08 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 487.18 * * * E.G. Slope (ft/ft) *0.005844 * Area (sq ft) * * 487.18 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 200.16 * Top Width (ft) * * 200.16 * * * Vel Total (ft/s) * 4.11 * Avg. Vel. (ft/s) * * 4.11 * * * Max Chl Dpth (ft) * 4.45 * Hydr. Depth (ft) * * 2.43 * * * Conv. Total (cfs) * 26161.3 * Conv. (cfs) * * 26161.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 200.57 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.64 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.92 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 819.14 * * * E.G. Slope (ft/ft) *0.005864 * Area (sq ft) * * 819.14 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 260.13 * Top Width (ft) * * 260.13 * * * Vel Total (ft/s) * 4.88 * Avg. Vel. (ft/s) * * 4.88 * * * Max Chl Dpth (ft) * 5.92 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 52233.2 * Conv. (cfs) * * 52233.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 260.63 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.62 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3385.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1146.01 * * * E.G. Slope (ft/ft) *0.005860 * Area (sq ft) * * 1146.01 * * * Q Total (cfs) * 5650.00 * Flow (cfs) * * 5650.00 * * * Top Width (ft) * 358.68 * Top Width (ft) * * 358.68 * * * Vel Total (ft/s) * 4.93 * Avg. Vel. (ft/s) * * 4.93 * * * Max Chl Dpth (ft) * 6.98 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73810.2 * Conv. (cfs) * * 73810.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.19 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.75 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-61 RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.44 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 9.07 * * * E.G. Slope (ft/ft) *0.005896 * Area (sq ft) * * 9.07 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 26.97 * Top Width (ft) * * 26.97 * * * Vel Total (ft/s) * 1.10 * Avg. Vel. (ft/s) * * 1.10 * * * Max Chl Dpth (ft) * 0.44 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 130.2 * Conv. (cfs) * * 130.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 27.03 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 45.98 * * * E.G. Slope (ft/ft) *0.005911 * Area (sq ft) * * 45.98 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 49.34 * Top Width (ft) * * 49.34 * * * Vel Total (ft/s) * 2.17 * Avg. Vel. (ft/s) * * 2.17 * * * Max Chl Dpth (ft) * 1.37 * Hydr. Depth (ft) * * 0.93 * * * Conv. Total (cfs) * 1300.7 * Conv. (cfs) * * 1300.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 49.52 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.75 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3380.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 74.68 * * * E.G. Slope (ft/ft) *0.005902 * Area (sq ft) * * 74.68 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 58.55 * Top Width (ft) * * 58.55 * * * Vel Total (ft/s) * 2.68 * Avg. Vel. (ft/s) * * 2.68 * * * Max Chl Dpth (ft) * 1.90 * Hydr. Depth (ft) * * 1.28 * * * Conv. Total (cfs) * 2603.3 * Conv. (cfs) * * 2603.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 58.79 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.25 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.79 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 190.50 * * * E.G. Slope (ft/ft) *0.005906 * Area (sq ft) * * 190.50 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 154.33 * Top Width (ft) * * 154.33 * * * Vel Total (ft/s) * 2.62 * Avg. Vel. (ft/s) * * 2.62 * * * Max Chl Dpth (ft) * 2.79 * Hydr. Depth (ft) * * 1.23 * * * Conv. Total (cfs) * 6506.4 * Conv. (cfs) * * 6506.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 154.62 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.47 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.62 * Flow Area (sq ft) * * 303.10 * * * E.G. Slope (ft/ft) *0.005902 * Area (sq ft) * * 303.10 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 174.13 * Top Width (ft) * * 174.13 * * * Vel Total (ft/s) * 3.30 * Avg. Vel. (ft/s) * * 3.30 * * * Max Chl Dpth (ft) * 3.47 * Hydr. Depth (ft) * * 1.74 * * * Conv. Total (cfs) * 13017.1 * Conv. (cfs) * * 13017.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 174.47 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.44 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 485.47 * * * E.G. Slope (ft/ft) *0.005904 * Area (sq ft) * * 485.47 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 199.93 * Top Width (ft) * * 199.93 * * * Vel Total (ft/s) * 4.12 * Avg. Vel. (ft/s) * * 4.12 * * * Max Chl Dpth (ft) * 4.44 * Hydr. Depth (ft) * * 2.43 * * * Conv. Total (cfs) * 26028.6 * Conv. (cfs) * * 26028.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 200.34 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.32 * Flow Area (sq ft) * * 816.80 * * * E.G. Slope (ft/ft) *0.005907 * Area (sq ft) * * 816.80 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 259.69 * Top Width (ft) * * 259.69 * * * Vel Total (ft/s) * 4.90 * Avg. Vel. (ft/s) * * 4.90 * * * Max Chl Dpth (ft) * 5.91 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 52043.1 * Conv. (cfs) * * 52043.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 260.18 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3385.35 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.97 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.96 * Flow Area (sq ft) * * 1142.42 * * * E.G. Slope (ft/ft) *0.005900 * Area (sq ft) * * 1142.42 * * * Q Total (cfs) * 5650.00 * Flow (cfs) * * 5650.00 * * * Top Width (ft) * 357.71 * Top Width (ft) * * 357.71 * * * Vel Total (ft/s) * 4.95 * Avg. Vel. (ft/s) * * 4.95 * * * Max Chl Dpth (ft) * 6.97 * Hydr. Depth (ft) * * 3.19 * * * Conv. Total (cfs) * 73557.5 * Conv. (cfs) * * 73557.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 358.23 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-60 INPUT RS: 1805 Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.16 * * * E.G. Slope (ft/ft) *0.018082 * Area (sq ft) * * 6.16 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.73 * Top Width (ft) * * 23.73 * * * Vel Total (ft/s) * 1.62 * Avg. Vel. (ft/s) * * 1.62 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 74.4 * Conv. (cfs) * * 74.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.77 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.47 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.01 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 29.23 * * * E.G. Slope (ft/ft) *0.022307 * Area (sq ft) * * 29.23 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 43.07 * Top Width (ft) * * 43.07 * * * Vel Total (ft/s) * 3.42 * Avg. Vel. (ft/s) * * 3.42 * * * Max Chl Dpth (ft) * 1.01 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 669.5 * Conv. (cfs) * * 669.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 43.20 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.22 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.66 * * * E.G. Slope (ft/ft) *0.022664 * Area (sq ft) * * 46.66 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 49.58 * Top Width (ft) * * 49.58 * * * Vel Total (ft/s) * 4.29 * Avg. Vel. (ft/s) * * 4.29 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 1328.5 * Conv. (cfs) * * 1328.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.75 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.69 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 122.12 * * * E.G. Slope (ft/ft) *0.022314 * Area (sq ft) * * 122.12 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 137.60 * Top Width (ft) * * 137.60 * * * Vel Total (ft/s) * 4.09 * Avg. Vel. (ft/s) * * 4.09 * * * Max Chl Dpth (ft) * 2.32 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 3347.2 * Conv. (cfs) * * 3347.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.86 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.05 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.81 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 193.86 * * * E.G. Slope (ft/ft) *0.022434 * Area (sq ft) * * 193.86 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 155.10 * Top Width (ft) * * 155.10 * * * Vel Total (ft/s) * 5.16 * Avg. Vel. (ft/s) * * 5.16 * * * Max Chl Dpth (ft) * 2.81 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 6676.5 * Conv. (cfs) * * 6676.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 155.40 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.01 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.55 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 317.68 * * * E.G. Slope (ft/ft) *0.020518 * Area (sq ft) * * 317.68 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 176.29 * Top Width (ft) * * 176.29 * * * Vel Total (ft/s) * 6.30 * Avg. Vel. (ft/s) * * 6.30 * * * Max Chl Dpth (ft) * 3.55 * Hydr. Depth (ft) * * 1.80 * * * Conv. Total (cfs) * 13962.5 * Conv. (cfs) * * 13962.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 176.63 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.50 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.06 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 613.26 * * * E.G. Slope (ft/ft) *0.018981 * Area (sq ft) * * 613.26 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 217.79 * Top Width (ft) * * 217.79 * * * Vel Total (ft/s) * 8.15 * Avg. Vel. (ft/s) * * 8.15 * * * Max Chl Dpth (ft) * 5.06 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 36291.6 * Conv. (cfs) * * 36291.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 218.24 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 27.15 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 1147.50 * * * E.G. Slope (ft/ft) *0.017939 * Area (sq ft) * * 1147.50 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 359.08 * Top Width (ft) * * 359.08 * * * Vel Total (ft/s) * 8.63 * Avg. Vel. (ft/s) * * 8.63 * * * Max Chl Dpth (ft) * 6.99 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73915.3 * Conv. (cfs) * * 73915.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.59 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.83 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-60 RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 5.22 * * * E.G. Slope (ft/ft) *0.029375 * Area (sq ft) * * 5.22 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.59 * Top Width (ft) * * 22.59 * * * Vel Total (ft/s) * 1.92 * Avg. Vel. (ft/s) * * 1.92 * * * Max Chl Dpth (ft) * 0.28 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 58.3 * Conv. (cfs) * * 58.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.62 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 26.47 * * * E.G. Slope (ft/ft) *0.029405 * Area (sq ft) * * 26.47 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 41.33 * Top Width (ft) * * 41.33 * * * Vel Total (ft/s) * 3.78 * Avg. Vel. (ft/s) * * 3.78 * * * Max Chl Dpth (ft) * 0.94 * Hydr. Depth (ft) * * 0.64 * * * Conv. Total (cfs) * 583.2 * Conv. (cfs) * * 583.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 41.46 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.30 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 42.65 * * * E.G. Slope (ft/ft) *0.029411 * Area (sq ft) * * 42.65 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 48.16 * Top Width (ft) * * 48.16 * * * Vel Total (ft/s) * 4.69 * Avg. Vel. (ft/s) * * 4.69 * * * Max Chl Dpth (ft) * 1.30 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 1166.2 * Conv. (cfs) * * 1166.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 48.32 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 111.44 * * * E.G. Slope (ft/ft) *0.029451 * Area (sq ft) * * 111.44 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 134.80 * Top Width (ft) * * 134.80 * * * Vel Total (ft/s) * 4.49 * Avg. Vel. (ft/s) * * 4.49 * * * Max Chl Dpth (ft) * 2.24 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 2913.5 * Conv. (cfs) * * 2913.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 135.06 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.70 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 176.89 * * * E.G. Slope (ft/ft) *0.029415 * Area (sq ft) * * 176.89 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 151.15 * Top Width (ft) * * 151.15 * * * Vel Total (ft/s) * 5.65 * Avg. Vel. (ft/s) * * 5.65 * * * Max Chl Dpth (ft) * 2.70 * Hydr. Depth (ft) * * 1.17 * * * Conv. Total (cfs) * 5830.6 * Conv. (cfs) * * 5830.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 151.43 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.13 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.78 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.29 * Flow Area (sq ft) * * 281.62 * * * E.G. Slope (ft/ft) *0.029417 * Area (sq ft) * * 281.62 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 170.90 * Top Width (ft) * * 170.90 * * * Vel Total (ft/s) * 7.10 * Avg. Vel. (ft/s) * * 7.10 * * * Max Chl Dpth (ft) * 3.34 * Hydr. Depth (ft) * * 1.65 * * * Conv. Total (cfs) * 11660.9 * Conv. (cfs) * * 11660.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 171.23 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 539.43 * * * E.G. Slope (ft/ft) *0.027220 * Area (sq ft) * * 539.43 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 207.10 * Top Width (ft) * * 207.10 * * * Vel Total (ft/s) * 9.27 * Avg. Vel. (ft/s) * * 9.27 * * * Max Chl Dpth (ft) * 4.71 * Hydr. Depth (ft) * * 2.60 * * * Conv. Total (cfs) * 30305.8 * Conv. (cfs) * * 30305.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 207.53 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 40.94 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 978.41 * * * E.G. Slope (ft/ft) *0.025138 * Area (sq ft) * * 978.41 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 310.40 * Top Width (ft) * * 310.40 * * * Vel Total (ft/s) * 10.12 * Avg. Vel. (ft/s) * * 10.12 * * * Max Chl Dpth (ft) * 6.48 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 62440.8 * Conv. (cfs) * * 62440.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.91 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 49.97 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #18 REACH: Reach-59A RS: 1805 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 380.9 3378 3383 331.19 406.67 3379 3384 340.68 460.49 3380 3385 354.83 461.16 3381 3385 367.3 Right 1 Coeff Contr. .1 3382 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.05 * * * E.G. Slope (ft/ft) *0.019005 * Area (sq ft) * * 6.05 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.61 * Top Width (ft) * * 23.61 * * * Vel Total (ft/s) * 1.65 * Avg. Vel. (ft/s) * * 1.65 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 72.5 * Conv. (cfs) * * 72.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.65 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.50 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.01 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 29.01 * * * E.G. Slope (ft/ft) *0.022814 * Area (sq ft) * * 29.01 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 42.98 * Top Width (ft) * * 42.98 * * * Vel Total (ft/s) * 3.45 * Avg. Vel. (ft/s) * * 3.45 * * * Max Chl Dpth (ft) * 1.01 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 662.1 * Conv. (cfs) * * 662.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 43.11 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.30 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 46.95 * * * E.G. Slope (ft/ft) *0.022260 * Area (sq ft) * * 46.95 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 49.68 * Top Width (ft) * * 49.68 * * * Vel Total (ft/s) * 4.26 * Avg. Vel. (ft/s) * * 4.26 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 1340.5 * Conv. (cfs) * * 1340.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.86 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.57 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 122.12 * * * E.G. Slope (ft/ft) *0.022314 * Area (sq ft) * * 122.12 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 137.60 * Top Width (ft) * * 137.60 * * * Vel Total (ft/s) * 4.09 * Avg. Vel. (ft/s) * * 4.09 * * * Max Chl Dpth (ft) * 2.32 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 3347.2 * Conv. (cfs) * * 3347.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.86 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.05 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 195.42 * * * E.G. Slope (ft/ft) *0.021912 * Area (sq ft) * * 195.42 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 155.46 * Top Width (ft) * * 155.46 * * * Vel Total (ft/s) * 5.12 * Avg. Vel. (ft/s) * * 5.12 * * * Max Chl Dpth (ft) * 2.82 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 6755.6 * Conv. (cfs) * * 6755.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 155.75 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.78 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.60 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 321.00 * * * E.G. Slope (ft/ft) *0.019892 * Area (sq ft) * * 321.00 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 176.78 * Top Width (ft) * * 176.78 * * * Vel Total (ft/s) * 6.23 * Avg. Vel. (ft/s) * * 6.23 * * * Max Chl Dpth (ft) * 3.57 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 14180.3 * Conv. (cfs) * * 14180.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 177.12 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.02 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 615.87 * * * E.G. Slope (ft/ft) *0.018782 * Area (sq ft) * * 615.87 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 218.38 * Top Width (ft) * * 218.38 * * * Vel Total (ft/s) * 8.12 * Avg. Vel. (ft/s) * * 8.12 * * * Max Chl Dpth (ft) * 5.07 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 36483.7 * Conv. (cfs) * * 36483.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 218.83 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.79 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 1146.44 * * * E.G. Slope (ft/ft) *0.017975 * Area (sq ft) * * 1146.44 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 358.80 * Top Width (ft) * * 358.80 * * * Vel Total (ft/s) * 8.64 * Avg. Vel. (ft/s) * * 8.64 * * * Max Chl Dpth (ft) * 6.98 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73841.1 * Conv. (cfs) * * 73841.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.31 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-59A RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 4.04 * * * E.G. Slope (ft/ft) *0.062754 * Area (sq ft) * * 4.04 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 21.07 * Top Width (ft) * * 21.07 * * * Vel Total (ft/s) * 2.47 * Avg. Vel. (ft/s) * * 2.47 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.19 * * * Conv. Total (cfs) * 39.9 * Conv. (cfs) * * 39.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 21.09 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.86 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.85 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 22.81 * * * E.G. Slope (ft/ft) *0.044295 * Area (sq ft) * * 22.81 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 38.76 * Top Width (ft) * * 38.76 * * * Vel Total (ft/s) * 4.38 * Avg. Vel. (ft/s) * * 4.38 * * * Max Chl Dpth (ft) * 0.85 * Hydr. Depth (ft) * * 0.59 * * * Conv. Total (cfs) * 475.1 * Conv. (cfs) * * 475.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 38.87 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 38.50 * * * E.G. Slope (ft/ft) *0.039653 * Area (sq ft) * * 38.50 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 46.64 * Top Width (ft) * * 46.64 * * * Vel Total (ft/s) * 5.20 * Avg. Vel. (ft/s) * * 5.20 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 1004.4 * Conv. (cfs) * * 1004.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 46.80 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.58 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 100.89 * * * E.G. Slope (ft/ft) *0.039887 * Area (sq ft) * * 100.89 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 131.97 * Top Width (ft) * * 131.97 * * * Vel Total (ft/s) * 4.96 * Avg. Vel. (ft/s) * * 4.96 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 0.76 * * * Conv. Total (cfs) * 2503.5 * Conv. (cfs) * * 2503.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 132.23 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.90 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.42 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.56 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.63 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 166.39 * * * E.G. Slope (ft/ft) *0.035279 * Area (sq ft) * * 166.39 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 148.64 * Top Width (ft) * * 148.64 * * * Vel Total (ft/s) * 6.01 * Avg. Vel. (ft/s) * * 6.01 * * * Max Chl Dpth (ft) * 2.63 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 5324.0 * Conv. (cfs) * * 5324.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 148.93 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.79 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.83 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.30 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 273.34 * * * E.G. Slope (ft/ft) *0.032171 * Area (sq ft) * * 273.34 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 169.64 * Top Width (ft) * * 169.64 * * * Vel Total (ft/s) * 7.32 * Avg. Vel. (ft/s) * * 7.32 * * * Max Chl Dpth (ft) * 3.29 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 11150.6 * Conv. (cfs) * * 11150.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 169.97 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.63 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 538.88 * * * E.G. Slope (ft/ft) *0.027301 * Area (sq ft) * * 538.88 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 207.03 * Top Width (ft) * * 207.03 * * * Vel Total (ft/s) * 9.28 * Avg. Vel. (ft/s) * * 9.28 * * * Max Chl Dpth (ft) * 4.71 * Hydr. Depth (ft) * * 2.60 * * * Conv. Total (cfs) * 30260.9 * Conv. (cfs) * * 30260.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 207.46 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 41.08 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 978.03 * * * E.G. Slope (ft/ft) *0.025158 * Area (sq ft) * * 978.03 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 310.29 * Top Width (ft) * * 310.29 * * * Vel Total (ft/s) * 10.12 * Avg. Vel. (ft/s) * * 10.12 * * * Max Chl Dpth (ft) * 6.48 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 62416.3 * Conv. (cfs) * * 62416.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.79 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 50.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #18 REACH: Reach-59 RS: 1805 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.31 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 5.98 * * * E.G. Slope (ft/ft) *0.019709 * Area (sq ft) * * 5.98 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.52 * Top Width (ft) * * 23.52 * * * Vel Total (ft/s) * 1.67 * Avg. Vel. (ft/s) * * 1.67 * * * Max Chl Dpth (ft) * 0.31 * Hydr. Depth (ft) * * 0.25 * * * Conv. Total (cfs) * 71.2 * Conv. (cfs) * * 71.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.56 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.52 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.01 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 29.04 * * * E.G. Slope (ft/ft) *0.022741 * Area (sq ft) * * 29.04 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 42.99 * Top Width (ft) * * 42.99 * * * Vel Total (ft/s) * 3.44 * Avg. Vel. (ft/s) * * 3.44 * * * Max Chl Dpth (ft) * 1.01 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 663.1 * Conv. (cfs) * * 663.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 43.12 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.29 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 46.99 * * * E.G. Slope (ft/ft) *0.022210 * Area (sq ft) * * 46.99 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 49.69 * Top Width (ft) * * 49.69 * * * Vel Total (ft/s) * 4.26 * Avg. Vel. (ft/s) * * 4.26 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 1342.0 * Conv. (cfs) * * 1342.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.87 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.56 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 122.25 * * * E.G. Slope (ft/ft) *0.022240 * Area (sq ft) * * 122.25 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 137.63 * Top Width (ft) * * 137.63 * * * Vel Total (ft/s) * 4.09 * Avg. Vel. (ft/s) * * 4.09 * * * Max Chl Dpth (ft) * 2.32 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 3352.8 * Conv. (cfs) * * 3352.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.90 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.03 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 195.45 * * * E.G. Slope (ft/ft) *0.021899 * Area (sq ft) * * 195.45 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 155.47 * Top Width (ft) * * 155.47 * * * Vel Total (ft/s) * 5.12 * Avg. Vel. (ft/s) * * 5.12 * * * Max Chl Dpth (ft) * 2.82 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 6757.5 * Conv. (cfs) * * 6757.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 155.76 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.78 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.60 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 321.00 * * * E.G. Slope (ft/ft) *0.019892 * Area (sq ft) * * 321.00 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 176.78 * Top Width (ft) * * 176.78 * * * Vel Total (ft/s) * 6.23 * Avg. Vel. (ft/s) * * 6.23 * * * Max Chl Dpth (ft) * 3.57 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 14180.3 * Conv. (cfs) * * 14180.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 177.12 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.02 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 615.92 * * * E.G. Slope (ft/ft) *0.018778 * Area (sq ft) * * 615.92 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 218.39 * Top Width (ft) * * 218.39 * * * Vel Total (ft/s) * 8.12 * Avg. Vel. (ft/s) * * 8.12 * * * Max Chl Dpth (ft) * 5.07 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 36487.6 * Conv. (cfs) * * 36487.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 218.85 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.78 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 1146.44 * * * E.G. Slope (ft/ft) *0.017975 * Area (sq ft) * * 1146.44 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 358.80 * Top Width (ft) * * 358.80 * * * Vel Total (ft/s) * 8.64 * Avg. Vel. (ft/s) * * 8.64 * * * Max Chl Dpth (ft) * 6.98 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73841.1 * Conv. (cfs) * * 73841.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.31 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-59 RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 4.52 * * * E.G. Slope (ft/ft) *0.045063 * Area (sq ft) * * 4.52 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 21.69 * Top Width (ft) * * 21.69 * * * Vel Total (ft/s) * 2.21 * Avg. Vel. (ft/s) * * 2.21 * * * Max Chl Dpth (ft) * 0.25 * Hydr. Depth (ft) * * 0.21 * * * Conv. Total (cfs) * 47.1 * Conv. (cfs) * * 47.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 21.72 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.85 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 22.81 * * * E.G. Slope (ft/ft) *0.044295 * Area (sq ft) * * 22.81 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 38.76 * Top Width (ft) * * 38.76 * * * Vel Total (ft/s) * 4.38 * Avg. Vel. (ft/s) * * 4.38 * * * Max Chl Dpth (ft) * 0.85 * Hydr. Depth (ft) * * 0.59 * * * Conv. Total (cfs) * 475.1 * Conv. (cfs) * * 475.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 38.87 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 38.50 * * * E.G. Slope (ft/ft) *0.039653 * Area (sq ft) * * 38.50 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 46.64 * Top Width (ft) * * 46.64 * * * Vel Total (ft/s) * 5.20 * Avg. Vel. (ft/s) * * 5.20 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 1004.4 * Conv. (cfs) * * 1004.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 46.80 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.58 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 100.70 * * * E.G. Slope (ft/ft) *0.040121 * Area (sq ft) * * 100.70 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 131.92 * Top Width (ft) * * 131.92 * * * Vel Total (ft/s) * 4.97 * Avg. Vel. (ft/s) * * 4.97 * * * Max Chl Dpth (ft) * 2.16 * Hydr. Depth (ft) * * 0.76 * * * Conv. Total (cfs) * 2496.2 * Conv. (cfs) * * 2496.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 132.18 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.48 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.56 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.63 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 166.53 * * * E.G. Slope (ft/ft) *0.035188 * Area (sq ft) * * 166.53 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 148.68 * Top Width (ft) * * 148.68 * * * Vel Total (ft/s) * 6.00 * Avg. Vel. (ft/s) * * 6.00 * * * Max Chl Dpth (ft) * 2.63 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 5330.9 * Conv. (cfs) * * 5330.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 148.96 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.75 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.83 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.30 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 273.34 * * * E.G. Slope (ft/ft) *0.032171 * Area (sq ft) * * 273.34 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 169.64 * Top Width (ft) * * 169.64 * * * Vel Total (ft/s) * 7.32 * Avg. Vel. (ft/s) * * 7.32 * * * Max Chl Dpth (ft) * 3.29 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 11150.6 * Conv. (cfs) * * 11150.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 169.97 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.63 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 538.93 * * * E.G. Slope (ft/ft) *0.027294 * Area (sq ft) * * 538.93 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 207.04 * Top Width (ft) * * 207.04 * * * Vel Total (ft/s) * 9.28 * Avg. Vel. (ft/s) * * 9.28 * * * Max Chl Dpth (ft) * 4.71 * Hydr. Depth (ft) * * 2.60 * * * Conv. Total (cfs) * 30265.0 * Conv. (cfs) * * 30265.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 207.47 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 41.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 978.03 * * * E.G. Slope (ft/ft) *0.025158 * Area (sq ft) * * 978.03 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 310.29 * Top Width (ft) * * 310.29 * * * Vel Total (ft/s) * 10.12 * Avg. Vel. (ft/s) * * 10.12 * * * Max Chl Dpth (ft) * 6.48 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 62416.3 * Conv. (cfs) * * 62416.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.79 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 50.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #18 REACH: Reach-53A RS: 1805 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.04 * * * E.G. Slope (ft/ft) *0.019111 * Area (sq ft) * * 6.04 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.59 * Top Width (ft) * * 23.59 * * * Vel Total (ft/s) * 1.65 * Avg. Vel. (ft/s) * * 1.65 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 72.3 * Conv. (cfs) * * 72.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.63 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.50 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 28.78 * * * E.G. Slope (ft/ft) *0.023359 * Area (sq ft) * * 28.78 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 42.88 * Top Width (ft) * * 42.88 * * * Vel Total (ft/s) * 3.47 * Avg. Vel. (ft/s) * * 3.47 * * * Max Chl Dpth (ft) * 1.00 * Hydr. Depth (ft) * * 0.67 * * * Conv. Total (cfs) * 654.3 * Conv. (cfs) * * 654.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 43.01 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.39 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.38 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.33 * * * E.G. Slope (ft/ft) *0.023129 * Area (sq ft) * * 46.33 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 49.47 * Top Width (ft) * * 49.47 * * * Vel Total (ft/s) * 4.32 * Avg. Vel. (ft/s) * * 4.32 * * * Max Chl Dpth (ft) * 1.38 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 1315.1 * Conv. (cfs) * * 1315.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.64 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.82 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.31 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 121.34 * * * E.G. Slope (ft/ft) *0.022747 * Area (sq ft) * * 121.34 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 137.40 * Top Width (ft) * * 137.40 * * * Vel Total (ft/s) * 4.12 * Avg. Vel. (ft/s) * * 4.12 * * * Max Chl Dpth (ft) * 2.31 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 3315.2 * Conv. (cfs) * * 3315.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.66 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.16 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.81 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 194.20 * * * E.G. Slope (ft/ft) *0.022318 * Area (sq ft) * * 194.20 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 155.18 * Top Width (ft) * * 155.18 * * * Vel Total (ft/s) * 5.15 * Avg. Vel. (ft/s) * * 5.15 * * * Max Chl Dpth (ft) * 2.81 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 6693.8 * Conv. (cfs) * * 6693.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 155.47 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.96 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.60 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 321.00 * * * E.G. Slope (ft/ft) *0.019892 * Area (sq ft) * * 321.00 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 176.78 * Top Width (ft) * * 176.78 * * * Vel Total (ft/s) * 6.23 * Avg. Vel. (ft/s) * * 6.23 * * * Max Chl Dpth (ft) * 3.57 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 14180.3 * Conv. (cfs) * * 14180.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 177.12 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.02 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 615.87 * * * E.G. Slope (ft/ft) *0.018782 * Area (sq ft) * * 615.87 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 218.38 * Top Width (ft) * * 218.38 * * * Vel Total (ft/s) * 8.12 * Avg. Vel. (ft/s) * * 8.12 * * * Max Chl Dpth (ft) * 5.07 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 36483.7 * Conv. (cfs) * * 36483.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 218.83 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.79 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 1146.44 * * * E.G. Slope (ft/ft) *0.017975 * Area (sq ft) * * 1146.44 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 358.80 * Top Width (ft) * * 358.80 * * * Vel Total (ft/s) * 8.64 * Avg. Vel. (ft/s) * * 8.64 * * * Max Chl Dpth (ft) * 6.98 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73841.1 * Conv. (cfs) * * 73841.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.31 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-53A RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values Sta n Val Sta num= n Val 3 Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.33 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 5.04 * * * E.G. Slope (ft/ft) *0.032600 * Area (sq ft) * * 5.04 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.36 * Top Width (ft) * * 22.36 * * * Vel Total (ft/s) * 1.98 * Avg. Vel. (ft/s) * * 1.98 * * * Max Chl Dpth (ft) * 0.27 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 55.4 * Conv. (cfs) * * 55.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.39 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.91 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 25.49 * * * E.G. Slope (ft/ft) *0.032624 * Area (sq ft) * * 25.49 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 40.66 * Top Width (ft) * * 40.66 * * * Vel Total (ft/s) * 3.92 * Avg. Vel. (ft/s) * * 3.92 * * * Max Chl Dpth (ft) * 0.92 * Hydr. Depth (ft) * * 0.63 * * * Conv. Total (cfs) * 553.6 * Conv. (cfs) * * 553.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 40.78 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.99 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 41.16 * * * E.G. Slope (ft/ft) *0.032606 * Area (sq ft) * * 41.16 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 47.62 * Top Width (ft) * * 47.62 * * * Vel Total (ft/s) * 4.86 * Avg. Vel. (ft/s) * * 4.86 * * * Max Chl Dpth (ft) * 1.27 * Hydr. Depth (ft) * * 0.86 * * * Conv. Total (cfs) * 1107.6 * Conv. (cfs) * * 1107.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 47.78 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.21 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 107.77 * * * E.G. Slope (ft/ft) *0.032614 * Area (sq ft) * * 107.77 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 133.82 * Top Width (ft) * * 133.82 * * * Vel Total (ft/s) * 4.64 * Avg. Vel. (ft/s) * * 4.64 * * * Max Chl Dpth (ft) * 2.21 * Hydr. Depth (ft) * * 0.81 * * * Conv. Total (cfs) * 2768.7 * Conv. (cfs) * * 2768.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 134.08 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.59 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.66 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 170.83 * * * E.G. Slope (ft/ft) *0.032621 * Area (sq ft) * * 170.83 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 149.71 * Top Width (ft) * * 149.71 * * * Vel Total (ft/s) * 5.85 * Avg. Vel. (ft/s) * * 5.85 * * * Max Chl Dpth (ft) * 2.66 * Hydr. Depth (ft) * * 1.14 * * * Conv. Total (cfs) * 5536.7 * Conv. (cfs) * * 5536.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 149.99 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.58 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.83 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.30 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 273.34 * * * E.G. Slope (ft/ft) *0.032171 * Area (sq ft) * * 273.34 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 169.64 * Top Width (ft) * * 169.64 * * * Vel Total (ft/s) * 7.32 * Avg. Vel. (ft/s) * * 7.32 * * * Max Chl Dpth (ft) * 3.29 * Hydr. Depth (ft) * * 1.61 * * * Conv. Total (cfs) * 11150.6 * Conv. (cfs) * * 11150.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 169.97 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.63 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 539.13 * * * E.G. Slope (ft/ft) *0.027264 * Area (sq ft) * * 539.13 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 207.06 * Top Width (ft) * * 207.06 * * * Vel Total (ft/s) * 9.27 * Avg. Vel. (ft/s) * * 9.27 * * * Max Chl Dpth (ft) * 4.71 * Hydr. Depth (ft) * * 2.60 * * * Conv. Total (cfs) * 30281.3 * Conv. (cfs) * * 30281.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 207.49 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 41.02 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 978.03 * * * E.G. Slope (ft/ft) *0.025158 * Area (sq ft) * * 978.03 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 310.29 * Top Width (ft) * * 310.29 * * * Vel Total (ft/s) * 10.12 * Avg. Vel. (ft/s) * * 10.12 * * * Max Chl Dpth (ft) * 6.48 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 62416.3 * Conv. (cfs) * * 62416.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.79 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 50.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #18 REACH: Reach-52-53-53 RS: 1805 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.16 * * * E.G. Slope (ft/ft) *0.018082 * Area (sq ft) * * 6.16 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.73 * Top Width (ft) * * 23.73 * * * Vel Total (ft/s) * 1.62 * Avg. Vel. (ft/s) * * 1.62 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 74.4 * Conv. (cfs) * * 74.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.77 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.47 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.01 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 29.38 * * * E.G. Slope (ft/ft) *0.021976 * Area (sq ft) * * 29.38 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 43.13 * Top Width (ft) * * 43.13 * * * Vel Total (ft/s) * 3.40 * Avg. Vel. (ft/s) * * 3.40 * * * Max Chl Dpth (ft) * 1.01 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 674.6 * Conv. (cfs) * * 674.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 43.26 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.17 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.86 * * * E.G. Slope (ft/ft) *0.022377 * Area (sq ft) * * 46.86 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 49.65 * Top Width (ft) * * 49.65 * * * Vel Total (ft/s) * 4.27 * Avg. Vel. (ft/s) * * 4.27 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 1337.0 * Conv. (cfs) * * 1337.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.83 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.61 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 122.62 * * * E.G. Slope (ft/ft) *0.022038 * Area (sq ft) * * 122.62 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 137.73 * Top Width (ft) * * 137.73 * * * Vel Total (ft/s) * 4.08 * Avg. Vel. (ft/s) * * 4.08 * * * Max Chl Dpth (ft) * 2.32 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 3368.1 * Conv. (cfs) * * 3368.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.99 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.99 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.81 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 194.39 * * * E.G. Slope (ft/ft) *0.022254 * Area (sq ft) * * 194.39 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 155.23 * Top Width (ft) * * 155.23 * * * Vel Total (ft/s) * 5.14 * Avg. Vel. (ft/s) * * 5.14 * * * Max Chl Dpth (ft) * 2.81 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 6703.5 * Conv. (cfs) * * 6703.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 155.52 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.93 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.52 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 312.91 * * * E.G. Slope (ft/ft) *0.021464 * Area (sq ft) * * 312.91 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 175.59 * Top Width (ft) * * 175.59 * * * Vel Total (ft/s) * 6.39 * Avg. Vel. (ft/s) * * 6.39 * * * Max Chl Dpth (ft) * 3.52 * Hydr. Depth (ft) * * 1.78 * * * Conv. Total (cfs) * 13651.4 * Conv. (cfs) * * 13651.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 175.93 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.38 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.23 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 615.87 * * * E.G. Slope (ft/ft) *0.018782 * Area (sq ft) * * 615.87 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 218.38 * Top Width (ft) * * 218.38 * * * Vel Total (ft/s) * 8.12 * Avg. Vel. (ft/s) * * 8.12 * * * Max Chl Dpth (ft) * 5.07 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 36483.7 * Conv. (cfs) * * 36483.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 218.83 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.79 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 1146.44 * * * E.G. Slope (ft/ft) *0.017975 * Area (sq ft) * * 1146.44 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 358.80 * Top Width (ft) * * 358.80 * * * Vel Total (ft/s) * 8.64 * Avg. Vel. (ft/s) * * 8.64 * * * Max Chl Dpth (ft) * 6.98 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73841.1 * Conv. (cfs) * * 73841.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.31 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-52-53-53 RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 5.30 * * * E.G. Slope (ft/ft) *0.028042 * Area (sq ft) * * 5.30 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.69 * Top Width (ft) * * 22.69 * * * Vel Total (ft/s) * 1.89 * Avg. Vel. (ft/s) * * 1.89 * * * Max Chl Dpth (ft) * 0.28 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 59.7 * Conv. (cfs) * * 59.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.73 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.77 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.96 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 26.94 * * * E.G. Slope (ft/ft) *0.027998 * Area (sq ft) * * 26.94 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 41.66 * Top Width (ft) * * 41.66 * * * Vel Total (ft/s) * 3.71 * Avg. Vel. (ft/s) * * 3.71 * * * Max Chl Dpth (ft) * 0.96 * Hydr. Depth (ft) * * 0.65 * * * Conv. Total (cfs) * 597.6 * Conv. (cfs) * * 597.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 41.78 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.32 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 43.37 * * * E.G. Slope (ft/ft) *0.028016 * Area (sq ft) * * 43.37 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 48.42 * Top Width (ft) * * 48.42 * * * Vel Total (ft/s) * 4.61 * Avg. Vel. (ft/s) * * 4.61 * * * Max Chl Dpth (ft) * 1.32 * Hydr. Depth (ft) * * 0.90 * * * Conv. Total (cfs) * 1194.9 * Conv. (cfs) * * 1194.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 48.58 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 113.29 * * * E.G. Slope (ft/ft) *0.028016 * Area (sq ft) * * 113.29 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 135.29 * Top Width (ft) * * 135.29 * * * Vel Total (ft/s) * 4.41 * Avg. Vel. (ft/s) * * 4.41 * * * Max Chl Dpth (ft) * 2.25 * Hydr. Depth (ft) * * 0.84 * * * Conv. Total (cfs) * 2987.2 * Conv. (cfs) * * 2987.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 135.55 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 179.81 * * * E.G. Slope (ft/ft) *0.028021 * Area (sq ft) * * 179.81 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 151.83 * Top Width (ft) * * 151.83 * * * Vel Total (ft/s) * 5.56 * Avg. Vel. (ft/s) * * 5.56 * * * Max Chl Dpth (ft) * 2.72 * Hydr. Depth (ft) * * 1.18 * * * Conv. Total (cfs) * 5973.9 * Conv. (cfs) * * 5973.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 152.12 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.07 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.50 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.76 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 286.22 * * * E.G. Slope (ft/ft) *0.028022 * Area (sq ft) * * 286.22 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 171.60 * Top Width (ft) * * 171.60 * * * Vel Total (ft/s) * 6.99 * Avg. Vel. (ft/s) * * 6.99 * * * Max Chl Dpth (ft) * 3.37 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 11947.6 * Conv. (cfs) * * 11947.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 171.93 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.35 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 538.88 * * * E.G. Slope (ft/ft) *0.027301 * Area (sq ft) * * 538.88 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 207.03 * Top Width (ft) * * 207.03 * * * Vel Total (ft/s) * 9.28 * Avg. Vel. (ft/s) * * 9.28 * * * Max Chl Dpth (ft) * 4.71 * Hydr. Depth (ft) * * 2.60 * * * Conv. Total (cfs) * 30260.9 * Conv. (cfs) * * 30260.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 207.46 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 41.08 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 978.03 * * * E.G. Slope (ft/ft) *0.025158 * Area (sq ft) * * 978.03 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 310.29 * Top Width (ft) * * 310.29 * * * Vel Total (ft/s) * 10.12 * Avg. Vel. (ft/s) * * 10.12 * * * Max Chl Dpth (ft) * 6.48 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 62416.3 * Conv. (cfs) * * 62416.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.79 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 50.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #18 REACH: Reach-52-53-52 RS: 1805 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.14 * * * E.G. Slope (ft/ft) *0.018232 * Area (sq ft) * * 6.14 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.71 * Top Width (ft) * * 23.71 * * * Vel Total (ft/s) * 1.63 * Avg. Vel. (ft/s) * * 1.63 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 74.1 * Conv. (cfs) * * 74.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.75 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.48 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.01 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 29.24 * * * E.G. Slope (ft/ft) *0.022283 * Area (sq ft) * * 29.24 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 43.07 * Top Width (ft) * * 43.07 * * * Vel Total (ft/s) * 3.42 * Avg. Vel. (ft/s) * * 3.42 * * * Max Chl Dpth (ft) * 1.01 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 669.9 * Conv. (cfs) * * 669.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 43.20 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.22 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.89 * * * E.G. Slope (ft/ft) *0.022344 * Area (sq ft) * * 46.89 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 49.66 * Top Width (ft) * * 49.66 * * * Vel Total (ft/s) * 4.27 * Avg. Vel. (ft/s) * * 4.27 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 1338.0 * Conv. (cfs) * * 1338.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.83 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.60 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 122.15 * * * E.G. Slope (ft/ft) *0.022296 * Area (sq ft) * * 122.15 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 137.61 * Top Width (ft) * * 137.61 * * * Vel Total (ft/s) * 4.09 * Avg. Vel. (ft/s) * * 4.09 * * * Max Chl Dpth (ft) * 2.32 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 3348.6 * Conv. (cfs) * * 3348.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 137.87 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.05 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.81 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 193.82 * * * E.G. Slope (ft/ft) *0.022447 * Area (sq ft) * * 193.82 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 155.10 * Top Width (ft) * * 155.10 * * * Vel Total (ft/s) * 5.16 * Avg. Vel. (ft/s) * * 5.16 * * * Max Chl Dpth (ft) * 2.81 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 6674.6 * Conv. (cfs) * * 6674.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 155.39 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.02 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.53 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 313.52 * * * E.G. Slope (ft/ft) *0.021342 * Area (sq ft) * * 313.52 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 175.67 * Top Width (ft) * * 175.67 * * * Vel Total (ft/s) * 6.38 * Avg. Vel. (ft/s) * * 6.38 * * * Max Chl Dpth (ft) * 3.53 * Hydr. Depth (ft) * * 1.78 * * * Conv. Total (cfs) * 13690.4 * Conv. (cfs) * * 13690.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 176.02 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.14 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 615.92 * * * E.G. Slope (ft/ft) *0.018778 * Area (sq ft) * * 615.92 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 218.39 * Top Width (ft) * * 218.39 * * * Vel Total (ft/s) * 8.12 * Avg. Vel. (ft/s) * * 8.12 * * * Max Chl Dpth (ft) * 5.07 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 36487.6 * Conv. (cfs) * * 36487.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 218.85 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.78 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 1146.44 * * * E.G. Slope (ft/ft) *0.017975 * Area (sq ft) * * 1146.44 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 358.80 * Top Width (ft) * * 358.80 * * * Vel Total (ft/s) * 8.64 * Avg. Vel. (ft/s) * * 8.64 * * * Max Chl Dpth (ft) * 6.98 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73841.1 * Conv. (cfs) * * 73841.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.31 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-52-53-52 RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 5.27 * * * E.G. Slope (ft/ft) *0.028478 * Area (sq ft) * * 5.27 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.66 * Top Width (ft) * * 22.66 * * * Vel Total (ft/s) * 1.90 * Avg. Vel. (ft/s) * * 1.90 * * * Max Chl Dpth (ft) * 0.28 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 59.3 * Conv. (cfs) * * 59.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.69 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 26.77 * * * E.G. Slope (ft/ft) *0.028497 * Area (sq ft) * * 26.77 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 41.54 * Top Width (ft) * * 41.54 * * * Vel Total (ft/s) * 3.74 * Avg. Vel. (ft/s) * * 3.74 * * * Max Chl Dpth (ft) * 0.95 * Hydr. Depth (ft) * * 0.64 * * * Conv. Total (cfs) * 592.4 * Conv. (cfs) * * 592.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 41.66 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.27 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 43.11 * * * E.G. Slope (ft/ft) *0.028509 * Area (sq ft) * * 43.11 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 48.32 * Top Width (ft) * * 48.32 * * * Vel Total (ft/s) * 4.64 * Avg. Vel. (ft/s) * * 4.64 * * * Max Chl Dpth (ft) * 1.31 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 1184.5 * Conv. (cfs) * * 1184.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 48.49 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.34 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 112.63 * * * E.G. Slope (ft/ft) *0.028518 * Area (sq ft) * * 112.63 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 135.11 * Top Width (ft) * * 135.11 * * * Vel Total (ft/s) * 4.44 * Avg. Vel. (ft/s) * * 4.44 * * * Max Chl Dpth (ft) * 2.25 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 2960.8 * Conv. (cfs) * * 2960.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 135.37 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.58 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 178.74 * * * E.G. Slope (ft/ft) *0.028523 * Area (sq ft) * * 178.74 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 151.58 * Top Width (ft) * * 151.58 * * * Vel Total (ft/s) * 5.59 * Avg. Vel. (ft/s) * * 5.59 * * * Max Chl Dpth (ft) * 2.71 * Hydr. Depth (ft) * * 1.18 * * * Conv. Total (cfs) * 5921.1 * Conv. (cfs) * * 5921.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 151.87 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.73 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.77 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 284.54 * * * E.G. Slope (ft/ft) *0.028519 * Area (sq ft) * * 284.54 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 171.34 * Top Width (ft) * * 171.34 * * * Vel Total (ft/s) * 7.03 * Avg. Vel. (ft/s) * * 7.03 * * * Max Chl Dpth (ft) * 3.36 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 11843.0 * Conv. (cfs) * * 11843.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 171.68 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 538.93 * * * E.G. Slope (ft/ft) *0.027294 * Area (sq ft) * * 538.93 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 207.04 * Top Width (ft) * * 207.04 * * * Vel Total (ft/s) * 9.28 * Avg. Vel. (ft/s) * * 9.28 * * * Max Chl Dpth (ft) * 4.71 * Hydr. Depth (ft) * * 2.60 * * * Conv. Total (cfs) * 30265.0 * Conv. (cfs) * * 30265.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 207.47 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 41.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 978.03 * * * E.G. Slope (ft/ft) *0.025158 * Area (sq ft) * * 978.03 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 310.29 * Top Width (ft) * * 310.29 * * * Vel Total (ft/s) * 10.12 * Avg. Vel. (ft/s) * * 10.12 * * * Max Chl Dpth (ft) * 6.48 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 62416.3 * Conv. (cfs) * * 62416.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.79 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 50.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #18 REACH: Reach-2 RS: 1805 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 6.20 * * * E.G. Slope (ft/ft) *0.017739 * Area (sq ft) * * 6.20 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 23.78 * Top Width (ft) * * 23.78 * * * Vel Total (ft/s) * 1.61 * Avg. Vel. (ft/s) * * 1.61 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.26 * * * Conv. Total (cfs) * 75.1 * Conv. (cfs) * * 75.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 23.82 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.46 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.02 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 29.65 * * * E.G. Slope (ft/ft) *0.021379 * Area (sq ft) * * 29.65 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 43.24 * Top Width (ft) * * 43.24 * * * Vel Total (ft/s) * 3.37 * Avg. Vel. (ft/s) * * 3.37 * * * Max Chl Dpth (ft) * 1.02 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 683.9 * Conv. (cfs) * * 683.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 43.37 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.08 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.40 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 47.25 * * * E.G. Slope (ft/ft) *0.021849 * Area (sq ft) * * 47.25 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 49.79 * Top Width (ft) * * 49.79 * * * Vel Total (ft/s) * 4.23 * Avg. Vel. (ft/s) * * 4.23 * * * Max Chl Dpth (ft) * 1.40 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 1353.0 * Conv. (cfs) * * 1353.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 49.96 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.46 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 123.60 * * * E.G. Slope (ft/ft) *0.021516 * Area (sq ft) * * 123.60 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 137.98 * Top Width (ft) * * 137.98 * * * Vel Total (ft/s) * 4.05 * Avg. Vel. (ft/s) * * 4.05 * * * Max Chl Dpth (ft) * 2.33 * Hydr. Depth (ft) * * 0.90 * * * Conv. Total (cfs) * 3408.7 * Conv. (cfs) * * 3408.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 138.25 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.86 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.81 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 195.00 * * * E.G. Slope (ft/ft) *0.022050 * Area (sq ft) * * 195.00 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 155.37 * Top Width (ft) * * 155.37 * * * Vel Total (ft/s) * 5.13 * Avg. Vel. (ft/s) * * 5.13 * * * Max Chl Dpth (ft) * 2.81 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 6734.3 * Conv. (cfs) * * 6734.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 155.66 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.84 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.53 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 313.09 * * * E.G. Slope (ft/ft) *0.021429 * Area (sq ft) * * 313.09 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 175.61 * Top Width (ft) * * 175.61 * * * Vel Total (ft/s) * 6.39 * Avg. Vel. (ft/s) * * 6.39 * * * Max Chl Dpth (ft) * 3.52 * Hydr. Depth (ft) * * 1.78 * * * Conv. Total (cfs) * 13662.5 * Conv. (cfs) * * 13662.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 175.95 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.38 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.21 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3383.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 615.34 * * * E.G. Slope (ft/ft) *0.018823 * Area (sq ft) * * 615.34 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 218.26 * Top Width (ft) * * 218.26 * * * Vel Total (ft/s) * 8.13 * Avg. Vel. (ft/s) * * 8.13 * * * Max Chl Dpth (ft) * 5.07 * Hydr. Depth (ft) * * 2.82 * * * Conv. Total (cfs) * 36444.4 * Conv. (cfs) * * 36444.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 218.71 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 26.86 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.03 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 1146.44 * * * E.G. Slope (ft/ft) *0.017975 * Area (sq ft) * * 1146.44 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 358.80 * Top Width (ft) * * 358.80 * * * Vel Total (ft/s) * 8.64 * Avg. Vel. (ft/s) * * 8.64 * * * Max Chl Dpth (ft) * 6.98 * Hydr. Depth (ft) * * 3.20 * * * Conv. Total (cfs) * 73841.1 * Conv. (cfs) * * 73841.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 359.31 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 3.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 30.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.04 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #18 REACH: Reach-2 RS: 1800 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 3385 142.54 3384 165.92 3383 179.37 3382 192.83 3381 214.39 3380 265.58 3380 280.48 3380 288.3 3379 311.92 3378 326.61 3378 331.19 3379 340.68 3380 354.83 3381 367.3 3382 380.9 3383 406.67 3384 460.49 3385 461.16 3385 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 461.16 .05 Bank Sta: Left 100 Right 461.16 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 3378.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.29 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.23 * Flow Area (sq ft) * * 5.39 * * * E.G. Slope (ft/ft) *0.026785 * Area (sq ft) * * 5.39 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.79 * Top Width (ft) * * 22.79 * * * Vel Total (ft/s) * 1.86 * Avg. Vel. (ft/s) * * 1.86 * * * Max Chl Dpth (ft) * 0.29 * Hydr. Depth (ft) * * 0.24 * * * Conv. Total (cfs) * 61.1 * Conv. (cfs) * * 61.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.83 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 0.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.73 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 3379.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3378.97 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3378.85 * Flow Area (sq ft) * * 27.37 * * * E.G. Slope (ft/ft) *0.026809 * Area (sq ft) * * 27.37 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 41.95 * Top Width (ft) * * 41.95 * * * Vel Total (ft/s) * 3.65 * Avg. Vel. (ft/s) * * 3.65 * * * Max Chl Dpth (ft) * 0.97 * Hydr. Depth (ft) * * 0.65 * * * Conv. Total (cfs) * 610.7 * Conv. (cfs) * * 610.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 42.07 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 3379.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3379.33 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3379.22 * Flow Area (sq ft) * * 44.03 * * * E.G. Slope (ft/ft) *0.026807 * Area (sq ft) * * 44.03 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 48.65 * Top Width (ft) * * 48.65 * * * Vel Total (ft/s) * 4.54 * Avg. Vel. (ft/s) * * 4.54 * * * Max Chl Dpth (ft) * 1.33 * Hydr. Depth (ft) * * 0.91 * * * Conv. Total (cfs) * 1221.5 * Conv. (cfs) * * 1221.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 48.82 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.86 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 3380.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.26 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.16 * Flow Area (sq ft) * * 114.94 * * * E.G. Slope (ft/ft) *0.026809 * Area (sq ft) * * 114.94 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 135.72 * Top Width (ft) * * 135.72 * * * Vel Total (ft/s) * 4.35 * Avg. Vel. (ft/s) * * 4.35 * * * Max Chl Dpth (ft) * 2.26 * Hydr. Depth (ft) * * 0.85 * * * Conv. Total (cfs) * 3053.7 * Conv. (cfs) * * 3053.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 135.98 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 1.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 3381.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3380.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3380.63 * Flow Area (sq ft) * * 182.49 * * * E.G. Slope (ft/ft) *0.026823 * Area (sq ft) * * 182.49 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 152.46 * Top Width (ft) * * 152.46 * * * Vel Total (ft/s) * 5.48 * Avg. Vel. (ft/s) * * 5.48 * * * Max Chl Dpth (ft) * 2.73 * Hydr. Depth (ft) * * 1.20 * * * Conv. Total (cfs) * 6105.9 * Conv. (cfs) * * 6105.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 152.75 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.00 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.96 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 3382.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.74 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3381.40 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3381.30 * Flow Area (sq ft) * * 290.41 * * * E.G. Slope (ft/ft) *0.026826 * Area (sq ft) * * 290.41 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 172.23 * Top Width (ft) * * 172.23 * * * Vel Total (ft/s) * 6.89 * Avg. Vel. (ft/s) * * 6.89 * * * Max Chl Dpth (ft) * 3.39 * Hydr. Depth (ft) * * 1.69 * * * Conv. Total (cfs) * 12210.9 * Conv. (cfs) * * 12210.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 172.56 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 2.82 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.41 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 3384.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3382.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3382.71 * Flow Area (sq ft) * * 542.32 * * * E.G. Slope (ft/ft) *0.026805 * Area (sq ft) * * 542.32 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 207.48 * Top Width (ft) * * 207.48 * * * Vel Total (ft/s) * 9.22 * Avg. Vel. (ft/s) * * 9.22 * * * Max Chl Dpth (ft) * 4.72 * Hydr. Depth (ft) * * 2.61 * * * Conv. Total (cfs) * 30539.4 * Conv. (cfs) * * 30539.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 207.91 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 40.24 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 3386.07 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 3384.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 3384.48 * Flow Area (sq ft) * * 978.03 * * * E.G. Slope (ft/ft) *0.025158 * Area (sq ft) * * 978.03 * * * Q Total (cfs) * 9900.00 * Flow (cfs) * * 9900.00 * * * Top Width (ft) * 310.29 * Top Width (ft) * * 310.29 * * * Vel Total (ft/s) * 10.12 * Avg. Vel. (ft/s) * * 10.12 * * * Max Chl Dpth (ft) * 6.48 * Hydr. Depth (ft) * * 3.15 * * * Conv. Total (cfs) * 62416.3 * Conv. (cfs) * * 62416.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.79 * * * Min Ch El (ft) * 3378.00 * Shear (lb/sq ft) * * 4.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 50.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical depth). Water surface set to critical depth. CROSS SECTION RIVER: Reach #2 REACH: Reach-3 RS: 205 INPUT Description: Station Elevation Data Sta Elev Sta num= Elev 37 Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.72 * * * E.G. Slope (ft/ft) *0.013205 * Area (sq ft) * * 11.72 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.82 * Top Width (ft) * * 93.82 * * * Vel Total (ft/s) * 0.85 * Avg. Vel. (ft/s) * * 0.85 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 87.0 * Conv. (cfs) * * 87.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 93.83 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.54 * * * E.G. Slope (ft/ft) *0.019616 * Area (sq ft) * * 46.54 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 125.46 * Top Width (ft) * * 125.46 * * * Vel Total (ft/s) * 2.15 * Avg. Vel. (ft/s) * * 2.15 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 714.0 * Conv. (cfs) * * 714.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 125.51 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.98 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 73.66 * * * E.G. Slope (ft/ft) *0.020685 * Area (sq ft) * * 73.66 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 145.41 * Top Width (ft) * * 145.41 * * * Vel Total (ft/s) * 2.72 * Avg. Vel. (ft/s) * * 2.72 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1390.6 * Conv. (cfs) * * 1390.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 145.47 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.78 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 165.46 * * * E.G. Slope (ft/ft) *0.020667 * Area (sq ft) * * 165.46 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 278.04 * Top Width (ft) * * 278.04 * * * Vel Total (ft/s) * 3.02 * Avg. Vel. (ft/s) * * 3.02 * * * Max Chl Dpth (ft) * 1.13 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 3478.0 * Conv. (cfs) * * 3478.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 278.15 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.32 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 251.95 * * * E.G. Slope (ft/ft) *0.021588 * Area (sq ft) * * 251.95 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 290.62 * Top Width (ft) * * 290.62 * * * Vel Total (ft/s) * 3.97 * Avg. Vel. (ft/s) * * 3.97 * * * Max Chl Dpth (ft) * 1.43 * Hydr. Depth (ft) * * 0.87 * * * Conv. Total (cfs) * 6806.0 * Conv. (cfs) * * 6806.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.74 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.64 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.89 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 390.08 * * * E.G. Slope (ft/ft) *0.021891 * Area (sq ft) * * 390.08 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 309.65 * Top Width (ft) * * 309.65 * * * Vel Total (ft/s) * 5.13 * Avg. Vel. (ft/s) * * 5.13 * * * Max Chl Dpth (ft) * 1.89 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 13517.4 * Conv. (cfs) * * 13517.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 309.79 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.82 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.39 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.36 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 596.58 * * * E.G. Slope (ft/ft) *0.021719 * Area (sq ft) * * 596.58 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 484.72 * Top Width (ft) * * 484.72 * * * Vel Total (ft/s) * 5.03 * Avg. Vel. (ft/s) * * 5.03 * * * Max Chl Dpth (ft) * 2.36 * Hydr. Depth (ft) * * 1.23 * * * Conv. Total (cfs) * 20356.6 * Conv. (cfs) * * 20356.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 484.90 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.39 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.64 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 902.94 * * * E.G. Slope (ft/ft) *0.021338 * Area (sq ft) * * 902.94 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 501.42 * Top Width (ft) * * 501.42 * * * Vel Total (ft/s) * 6.42 * Avg. Vel. (ft/s) * * 6.42 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.80 * * * Conv. Total (cfs) * 39705.9 * Conv. (cfs) * * 39705.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 501.65 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.40 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.40 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-3 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 9.30 * * * E.G. Slope (ft/ft) *0.027464 * Area (sq ft) * * 9.30 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 91.22 * Top Width (ft) * * 91.22 * * * Vel Total (ft/s) * 1.07 * Avg. Vel. (ft/s) * * 1.07 * * * Max Chl Dpth (ft) * 0.11 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 60.3 * Conv. (cfs) * * 60.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 91.23 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.41 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 41.51 * * * E.G. Slope (ft/ft) *0.027491 * Area (sq ft) * * 41.51 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 121.40 * Top Width (ft) * * 121.40 * * * Vel Total (ft/s) * 2.41 * Avg. Vel. (ft/s) * * 2.41 * * * Max Chl Dpth (ft) * 0.41 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 603.1 * Conv. (cfs) * * 603.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 121.44 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.41 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.52 * Flow Area (sq ft) * * 66.68 * * * E.G. Slope (ft/ft) *0.027548 * Area (sq ft) * * 66.68 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 140.54 * Top Width (ft) * * 140.54 * * * Vel Total (ft/s) * 3.00 * Avg. Vel. (ft/s) * * 3.00 * * * Max Chl Dpth (ft) * 0.60 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 1205.0 * Conv. (cfs) * * 1205.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 140.60 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.82 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.08 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.87 * Flow Area (sq ft) * * 151.40 * * * E.G. Slope (ft/ft) *0.027510 * Area (sq ft) * * 151.40 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 275.94 * Top Width (ft) * * 275.94 * * * Vel Total (ft/s) * 3.30 * Avg. Vel. (ft/s) * * 3.30 * * * Max Chl Dpth (ft) * 1.08 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 3014.6 * Conv. (cfs) * * 3014.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 276.05 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 233.38 * * * E.G. Slope (ft/ft) *0.027528 * Area (sq ft) * * 233.38 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 287.96 * Top Width (ft) * * 287.96 * * * Vel Total (ft/s) * 4.28 * Avg. Vel. (ft/s) * * 4.28 * * * Max Chl Dpth (ft) * 1.37 * Hydr. Depth (ft) * * 0.81 * * * Conv. Total (cfs) * 6027.2 * Conv. (cfs) * * 6027.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 288.08 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.97 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.71 * Flow Area (sq ft) * * 362.42 * * * E.G. Slope (ft/ft) *0.027525 * Area (sq ft) * * 362.42 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 305.93 * Top Width (ft) * * 305.93 * * * Vel Total (ft/s) * 5.52 * Avg. Vel. (ft/s) * * 5.52 * * * Max Chl Dpth (ft) * 1.80 * Hydr. Depth (ft) * * 1.18 * * * Conv. Total (cfs) * 12055.0 * Conv. (cfs) * * 12055.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 306.07 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.03 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.23 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 554.43 * * * E.G. Slope (ft/ft) *0.027547 * Area (sq ft) * * 554.43 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 482.37 * Top Width (ft) * * 482.37 * * * Vel Total (ft/s) * 5.41 * Avg. Vel. (ft/s) * * 5.41 * * * Max Chl Dpth (ft) * 2.27 * Hydr. Depth (ft) * * 1.15 * * * Conv. Total (cfs) * 18075.1 * Conv. (cfs) * * 18075.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 482.55 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.75 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.78 * Flow Area (sq ft) * * 834.03 * * * E.G. Slope (ft/ft) *0.027527 * Area (sq ft) * * 834.03 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 497.71 * Top Width (ft) * * 497.71 * * * Vel Total (ft/s) * 6.95 * Avg. Vel. (ft/s) * * 6.95 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 34958.1 * Conv. (cfs) * * 34958.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 497.93 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.02 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-4 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.72 * * * E.G. Slope (ft/ft) *0.013205 * Area (sq ft) * * 11.72 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.82 * Top Width (ft) * * 93.82 * * * Vel Total (ft/s) * 0.85 * Avg. Vel. (ft/s) * * 0.85 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 87.0 * Conv. (cfs) * * 87.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 93.83 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.39 * * * E.G. Slope (ft/ft) *0.019807 * Area (sq ft) * * 46.39 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 125.34 * Top Width (ft) * * 125.34 * * * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * * 2.16 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 710.5 * Conv. (cfs) * * 710.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 125.39 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.99 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 73.45 * * * E.G. Slope (ft/ft) *0.020857 * Area (sq ft) * * 73.45 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 145.26 * Top Width (ft) * * 145.26 * * * Vel Total (ft/s) * 2.72 * Avg. Vel. (ft/s) * * 2.72 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1384.8 * Conv. (cfs) * * 1384.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 145.33 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.79 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 165.05 * * * E.G. Slope (ft/ft) *0.020831 * Area (sq ft) * * 165.05 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 277.98 * Top Width (ft) * * 277.98 * * * Vel Total (ft/s) * 3.03 * Avg. Vel. (ft/s) * * 3.03 * * * Max Chl Dpth (ft) * 1.13 * Hydr. Depth (ft) * * 0.59 * * * Conv. Total (cfs) * 3464.3 * Conv. (cfs) * * 3464.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 278.09 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.34 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 251.39 * * * E.G. Slope (ft/ft) *0.021743 * Area (sq ft) * * 251.39 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 290.54 * Top Width (ft) * * 290.54 * * * Vel Total (ft/s) * 3.98 * Avg. Vel. (ft/s) * * 3.98 * * * Max Chl Dpth (ft) * 1.43 * Hydr. Depth (ft) * * 0.87 * * * Conv. Total (cfs) * 6781.7 * Conv. (cfs) * * 6781.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.66 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.67 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.89 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 389.32 * * * E.G. Slope (ft/ft) *0.022024 * Area (sq ft) * * 389.32 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 309.55 * Top Width (ft) * * 309.55 * * * Vel Total (ft/s) * 5.14 * Avg. Vel. (ft/s) * * 5.14 * * * Max Chl Dpth (ft) * 1.89 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 13476.7 * Conv. (cfs) * * 13476.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 309.69 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.88 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.39 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.36 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 595.63 * * * E.G. Slope (ft/ft) *0.021831 * Area (sq ft) * * 595.63 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 484.66 * Top Width (ft) * * 484.66 * * * Vel Total (ft/s) * 5.04 * Avg. Vel. (ft/s) * * 5.04 * * * Max Chl Dpth (ft) * 2.36 * Hydr. Depth (ft) * * 1.23 * * * Conv. Total (cfs) * 20304.2 * Conv. (cfs) * * 20304.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 484.84 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.43 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.64 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2760.78 * Flow Area (sq ft) * * 905.14 * * * E.G. Slope (ft/ft) *0.021172 * Area (sq ft) * * 905.14 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 501.54 * Top Width (ft) * * 501.54 * * * Vel Total (ft/s) * 6.41 * Avg. Vel. (ft/s) * * 6.41 * * * Max Chl Dpth (ft) * 2.99 * Hydr. Depth (ft) * * 1.80 * * * Conv. Total (cfs) * 39861.3 * Conv. (cfs) * * 39861.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 501.77 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.38 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.28 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-4 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 9.26 * * * E.G. Slope (ft/ft) *0.027887 * Area (sq ft) * * 9.26 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 91.17 * Top Width (ft) * * 91.17 * * * Vel Total (ft/s) * 1.08 * Avg. Vel. (ft/s) * * 1.08 * * * Max Chl Dpth (ft) * 0.11 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 59.9 * Conv. (cfs) * * 59.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 91.18 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.41 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 41.30 * * * E.G. Slope (ft/ft) *0.027901 * Area (sq ft) * * 41.30 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 121.23 * Top Width (ft) * * 121.23 * * * Vel Total (ft/s) * 2.42 * Avg. Vel. (ft/s) * * 2.42 * * * Max Chl Dpth (ft) * 0.41 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 598.7 * Conv. (cfs) * * 598.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 121.27 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 66.37 * * * E.G. Slope (ft/ft) *0.027919 * Area (sq ft) * * 66.37 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 140.32 * Top Width (ft) * * 140.32 * * * Vel Total (ft/s) * 3.01 * Avg. Vel. (ft/s) * * 3.01 * * * Max Chl Dpth (ft) * 0.60 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 1197.0 * Conv. (cfs) * * 1197.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 140.38 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.82 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.48 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.08 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 150.72 * * * E.G. Slope (ft/ft) *0.027908 * Area (sq ft) * * 150.72 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 275.84 * Top Width (ft) * * 275.84 * * * Vel Total (ft/s) * 3.32 * Avg. Vel. (ft/s) * * 3.32 * * * Max Chl Dpth (ft) * 1.07 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 2993.0 * Conv. (cfs) * * 2993.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 275.94 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 232.32 * * * E.G. Slope (ft/ft) *0.027927 * Area (sq ft) * * 232.32 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 287.81 * Top Width (ft) * * 287.81 * * * Vel Total (ft/s) * 4.30 * Avg. Vel. (ft/s) * * 4.30 * * * Max Chl Dpth (ft) * 1.36 * Hydr. Depth (ft) * * 0.81 * * * Conv. Total (cfs) * 5984.0 * Conv. (cfs) * * 5984.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 287.93 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.70 * Flow Area (sq ft) * * 360.78 * * * E.G. Slope (ft/ft) *0.027918 * Area (sq ft) * * 360.78 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 305.71 * Top Width (ft) * * 305.71 * * * Vel Total (ft/s) * 5.54 * Avg. Vel. (ft/s) * * 5.54 * * * Max Chl Dpth (ft) * 1.80 * Hydr. Depth (ft) * * 1.18 * * * Conv. Total (cfs) * 11969.9 * Conv. (cfs) * * 11969.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 305.85 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.40 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.46 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.27 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 551.96 * * * E.G. Slope (ft/ft) *0.027950 * Area (sq ft) * * 551.96 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 482.24 * Top Width (ft) * * 482.24 * * * Vel Total (ft/s) * 5.44 * Avg. Vel. (ft/s) * * 5.44 * * * Max Chl Dpth (ft) * 2.27 * Hydr. Depth (ft) * * 1.14 * * * Conv. Total (cfs) * 17944.4 * Conv. (cfs) * * 17944.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 482.41 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.00 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.85 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.76 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.78 * Flow Area (sq ft) * * 830.26 * * * E.G. Slope (ft/ft) *0.027930 * Area (sq ft) * * 830.26 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 497.51 * Top Width (ft) * * 497.51 * * * Vel Total (ft/s) * 6.99 * Avg. Vel. (ft/s) * * 6.99 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.67 * * * Conv. Total (cfs) * 34704.9 * Conv. (cfs) * * 34704.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 497.73 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-5 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.70 * * * E.G. Slope (ft/ft) *0.013286 * Area (sq ft) * * 11.70 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.80 * Top Width (ft) * * 93.80 * * * Vel Total (ft/s) * 0.85 * Avg. Vel. (ft/s) * * 0.85 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 86.8 * Conv. (cfs) * * 86.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 93.81 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.24 * * * E.G. Slope (ft/ft) *0.020000 * Area (sq ft) * * 46.24 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 125.22 * Top Width (ft) * * 125.22 * * * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * * 2.16 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 707.1 * Conv. (cfs) * * 707.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 125.27 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.00 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 73.13 * * * E.G. Slope (ft/ft) *0.021119 * Area (sq ft) * * 73.13 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 145.04 * Top Width (ft) * * 145.04 * * * Vel Total (ft/s) * 2.73 * Avg. Vel. (ft/s) * * 2.73 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 1376.2 * Conv. (cfs) * * 1376.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 145.11 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.82 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.09 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 154.43 * * * E.G. Slope (ft/ft) *0.025806 * Area (sq ft) * * 154.43 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 276.39 * Top Width (ft) * * 276.39 * * * Vel Total (ft/s) * 3.24 * Avg. Vel. (ft/s) * * 3.24 * * * Max Chl Dpth (ft) * 1.09 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 3112.5 * Conv. (cfs) * * 3112.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 276.50 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.90 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.91 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 250.54 * * * E.G. Slope (ft/ft) *0.021978 * Area (sq ft) * * 250.54 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 290.42 * Top Width (ft) * * 290.42 * * * Vel Total (ft/s) * 3.99 * Avg. Vel. (ft/s) * * 3.99 * * * Max Chl Dpth (ft) * 1.43 * Hydr. Depth (ft) * * 0.86 * * * Conv. Total (cfs) * 6745.3 * Conv. (cfs) * * 6745.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.54 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.72 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.89 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 388.26 * * * E.G. Slope (ft/ft) *0.022211 * Area (sq ft) * * 388.26 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 309.41 * Top Width (ft) * * 309.41 * * * Vel Total (ft/s) * 5.15 * Avg. Vel. (ft/s) * * 5.15 * * * Max Chl Dpth (ft) * 1.89 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 13419.9 * Conv. (cfs) * * 13419.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 309.55 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.96 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.36 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 594.21 * * * E.G. Slope (ft/ft) *0.022000 * Area (sq ft) * * 594.21 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 484.59 * Top Width (ft) * * 484.59 * * * Vel Total (ft/s) * 5.05 * Avg. Vel. (ft/s) * * 5.05 * * * Max Chl Dpth (ft) * 2.36 * Hydr. Depth (ft) * * 1.23 * * * Conv. Total (cfs) * 20225.8 * Conv. (cfs) * * 20225.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 484.76 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.50 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.64 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2760.78 * Flow Area (sq ft) * * 904.29 * * * E.G. Slope (ft/ft) *0.021236 * Area (sq ft) * * 904.29 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 501.49 * Top Width (ft) * * 501.49 * * * Vel Total (ft/s) * 6.41 * Avg. Vel. (ft/s) * * 6.41 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.80 * * * Conv. Total (cfs) * 39800.9 * Conv. (cfs) * * 39800.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 501.72 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.33 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-5 RS: 200 INPUT Description: Station Elevation Data Sta Elev Sta num= Elev 37 Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 9.19 * * * E.G. Slope (ft/ft) *0.028538 * Area (sq ft) * * 9.19 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 91.10 * Top Width (ft) * * 91.10 * * * Vel Total (ft/s) * 1.09 * Avg. Vel. (ft/s) * * 1.09 * * * Max Chl Dpth (ft) * 0.11 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 59.2 * Conv. (cfs) * * 59.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 91.11 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.41 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 41.01 * * * E.G. Slope (ft/ft) *0.028501 * Area (sq ft) * * 41.01 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 120.99 * Top Width (ft) * * 120.99 * * * Vel Total (ft/s) * 2.44 * Avg. Vel. (ft/s) * * 2.44 * * * Max Chl Dpth (ft) * 0.41 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 592.3 * Conv. (cfs) * * 592.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 121.03 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.47 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 65.86 * * * E.G. Slope (ft/ft) *0.028551 * Area (sq ft) * * 65.86 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 139.96 * Top Width (ft) * * 139.96 * * * Vel Total (ft/s) * 3.04 * Avg. Vel. (ft/s) * * 3.04 * * * Max Chl Dpth (ft) * 0.60 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 1183.6 * Conv. (cfs) * * 1183.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 140.02 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.55 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.97 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 125.56 * * * E.G. Slope (ft/ft) *0.028494 * Area (sq ft) * * 125.56 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 177.44 * Top Width (ft) * * 177.44 * * * Vel Total (ft/s) * 3.98 * Avg. Vel. (ft/s) * * 3.98 * * * Max Chl Dpth (ft) * 0.97 * Hydr. Depth (ft) * * 0.71 * * * Conv. Total (cfs) * 2962.0 * Conv. (cfs) * * 2962.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 177.54 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.01 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 230.78 * * * E.G. Slope (ft/ft) *0.028525 * Area (sq ft) * * 230.78 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 287.59 * Top Width (ft) * * 287.59 * * * Vel Total (ft/s) * 4.33 * Avg. Vel. (ft/s) * * 4.33 * * * Max Chl Dpth (ft) * 1.36 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 5920.9 * Conv. (cfs) * * 5920.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 287.71 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.79 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.70 * Flow Area (sq ft) * * 358.32 * * * E.G. Slope (ft/ft) *0.028520 * Area (sq ft) * * 358.32 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 305.38 * Top Width (ft) * * 305.38 * * * Vel Total (ft/s) * 5.58 * Avg. Vel. (ft/s) * * 5.58 * * * Max Chl Dpth (ft) * 1.79 * Hydr. Depth (ft) * * 1.17 * * * Conv. Total (cfs) * 11842.7 * Conv. (cfs) * * 11842.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 305.52 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.66 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.46 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.26 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 548.66 * * * E.G. Slope (ft/ft) *0.028499 * Area (sq ft) * * 548.66 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 482.05 * Top Width (ft) * * 482.05 * * * Vel Total (ft/s) * 5.47 * Avg. Vel. (ft/s) * * 5.47 * * * Max Chl Dpth (ft) * 2.26 * Hydr. Depth (ft) * * 1.14 * * * Conv. Total (cfs) * 17770.7 * Conv. (cfs) * * 17770.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 482.22 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.07 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.77 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.78 * Flow Area (sq ft) * * 824.80 * * * E.G. Slope (ft/ft) *0.028529 * Area (sq ft) * * 824.80 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 497.21 * Top Width (ft) * * 497.21 * * * Vel Total (ft/s) * 7.03 * Avg. Vel. (ft/s) * * 7.03 * * * Max Chl Dpth (ft) * 2.83 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 34338.7 * Conv. (cfs) * * 34338.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 497.43 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.77 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-6 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.42 * * * E.G. Slope (ft/ft) *0.014321 * Area (sq ft) * * 11.42 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.50 * Top Width (ft) * * 93.50 * * * Vel Total (ft/s) * 0.88 * Avg. Vel. (ft/s) * * 0.88 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 83.6 * Conv. (cfs) * * 83.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 93.52 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.10 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 45.78 * * * E.G. Slope (ft/ft) *0.020595 * Area (sq ft) * * 45.78 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 124.86 * Top Width (ft) * * 124.86 * * * Vel Total (ft/s) * 2.18 * Avg. Vel. (ft/s) * * 2.18 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 696.8 * Conv. (cfs) * * 696.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 124.90 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.03 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 72.42 * * * E.G. Slope (ft/ft) *0.021717 * Area (sq ft) * * 72.42 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 144.56 * Top Width (ft) * * 144.56 * * * Vel Total (ft/s) * 2.76 * Avg. Vel. (ft/s) * * 2.76 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 1357.2 * Conv. (cfs) * * 1357.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 144.62 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.87 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.08 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 152.41 * * * E.G. Slope (ft/ft) *0.026926 * Area (sq ft) * * 152.41 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 276.09 * Top Width (ft) * * 276.09 * * * Vel Total (ft/s) * 3.28 * Avg. Vel. (ft/s) * * 3.28 * * * Max Chl Dpth (ft) * 1.08 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 3047.1 * Conv. (cfs) * * 3047.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 276.20 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.04 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 249.61 * * * E.G. Slope (ft/ft) *0.022236 * Area (sq ft) * * 249.61 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 290.29 * Top Width (ft) * * 290.29 * * * Vel Total (ft/s) * 4.01 * Avg. Vel. (ft/s) * * 4.01 * * * Max Chl Dpth (ft) * 1.42 * Hydr. Depth (ft) * * 0.86 * * * Conv. Total (cfs) * 6706.1 * Conv. (cfs) * * 6706.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.41 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.19 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.78 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.88 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 387.43 * * * E.G. Slope (ft/ft) *0.022359 * Area (sq ft) * * 387.43 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 309.29 * Top Width (ft) * * 309.29 * * * Vel Total (ft/s) * 5.16 * Avg. Vel. (ft/s) * * 5.16 * * * Max Chl Dpth (ft) * 1.88 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 13375.2 * Conv. (cfs) * * 13375.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 309.44 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.02 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.35 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 593.03 * * * E.G. Slope (ft/ft) *0.022143 * Area (sq ft) * * 593.03 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 484.52 * Top Width (ft) * * 484.52 * * * Vel Total (ft/s) * 5.06 * Avg. Vel. (ft/s) * * 5.06 * * * Max Chl Dpth (ft) * 2.35 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 20160.6 * Conv. (cfs) * * 20160.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 484.70 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.56 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.61 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2760.75 * Flow Area (sq ft) * * 909.31 * * * E.G. Slope (ft/ft) *0.020149 * Area (sq ft) * * 909.31 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 501.76 * Top Width (ft) * * 501.76 * * * Vel Total (ft/s) * 6.27 * Avg. Vel. (ft/s) * * 6.27 * * * Max Chl Dpth (ft) * 2.99 * Hydr. Depth (ft) * * 1.81 * * * Conv. Total (cfs) * 40155.5 * Conv. (cfs) * * 40155.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 501.99 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.28 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.02 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-6 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.09 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 7.58 * * * E.G. Slope (ft/ft) *0.052766 * Area (sq ft) * * 7.58 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 89.32 * Top Width (ft) * * 89.32 * * * Vel Total (ft/s) * 1.32 * Avg. Vel. (ft/s) * * 1.32 * * * Max Chl Dpth (ft) * 0.09 * Hydr. Depth (ft) * * 0.08 * * * Conv. Total (cfs) * 43.5 * Conv. (cfs) * * 43.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 89.33 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.37 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.40 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 40.21 * * * E.G. Slope (ft/ft) *0.030204 * Area (sq ft) * * 40.21 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 120.33 * Top Width (ft) * * 120.33 * * * Vel Total (ft/s) * 2.49 * Avg. Vel. (ft/s) * * 2.49 * * * Max Chl Dpth (ft) * 0.40 * Hydr. Depth (ft) * * 0.33 * * * Conv. Total (cfs) * 575.4 * Conv. (cfs) * * 575.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 120.37 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.57 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.59 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 64.56 * * * E.G. Slope (ft/ft) *0.030236 * Area (sq ft) * * 64.56 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 139.03 * Top Width (ft) * * 139.03 * * * Vel Total (ft/s) * 3.10 * Avg. Vel. (ft/s) * * 3.10 * * * Max Chl Dpth (ft) * 0.59 * Hydr. Depth (ft) * * 0.46 * * * Conv. Total (cfs) * 1150.2 * Conv. (cfs) * * 1150.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 139.09 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.71 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.96 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 122.97 * * * E.G. Slope (ft/ft) *0.030209 * Area (sq ft) * * 122.97 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 175.98 * Top Width (ft) * * 175.98 * * * Vel Total (ft/s) * 4.07 * Avg. Vel. (ft/s) * * 4.07 * * * Max Chl Dpth (ft) * 0.96 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 2876.8 * Conv. (cfs) * * 2876.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 176.08 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.36 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 226.57 * * * E.G. Slope (ft/ft) *0.030245 * Area (sq ft) * * 226.57 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 286.98 * Top Width (ft) * * 286.98 * * * Vel Total (ft/s) * 4.41 * Avg. Vel. (ft/s) * * 4.41 * * * Max Chl Dpth (ft) * 1.34 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 5750.1 * Conv. (cfs) * * 5750.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 287.10 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.58 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.50 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.77 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.71 * Flow Area (sq ft) * * 351.77 * * * E.G. Slope (ft/ft) *0.030212 * Area (sq ft) * * 351.77 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 304.49 * Top Width (ft) * * 304.49 * * * Vel Total (ft/s) * 5.69 * Avg. Vel. (ft/s) * * 5.69 * * * Max Chl Dpth (ft) * 1.77 * Hydr. Depth (ft) * * 1.16 * * * Conv. Total (cfs) * 11506.4 * Conv. (cfs) * * 11506.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 304.63 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.38 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 538.90 * * * E.G. Slope (ft/ft) *0.030211 * Area (sq ft) * * 538.90 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 481.51 * Top Width (ft) * * 481.51 * * * Vel Total (ft/s) * 5.57 * Avg. Vel. (ft/s) * * 5.57 * * * Max Chl Dpth (ft) * 2.24 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 17259.9 * Conv. (cfs) * * 17259.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 481.68 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.75 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.79 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.78 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.75 * Flow Area (sq ft) * * 801.28 * * * E.G. Slope (ft/ft) *0.030239 * Area (sq ft) * * 801.28 * * * Q Total (cfs) * 5700.00 * Flow (cfs) * * 5700.00 * * * Top Width (ft) * 495.94 * Top Width (ft) * * 495.94 * * * Vel Total (ft/s) * 7.11 * Avg. Vel. (ft/s) * * 7.11 * * * Max Chl Dpth (ft) * 2.78 * Hydr. Depth (ft) * * 1.62 * * * Conv. Total (cfs) * 32778.5 * Conv. (cfs) * * 32778.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 496.15 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 3.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-64 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 556.2 583.97 2760 2760 2760 518.09 561.25 601.91 2760 2760 2761 522.37 563.81 2760 2760 529.71 575.47 2760 2760 551.23 583.55 Right 1 Coeff Contr. .1 2760 2760 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.15 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 12.71 * * * E.G. Slope (ft/ft) *0.010226 * Area (sq ft) * * 12.71 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 94.87 * Top Width (ft) * * 94.87 * * * Vel Total (ft/s) * 0.79 * Avg. Vel. (ft/s) * * 0.79 * * * Max Chl Dpth (ft) * 0.15 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 98.9 * Conv. (cfs) * * 98.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 94.88 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.07 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 53.97 * * * E.G. Slope (ft/ft) *0.012716 * Area (sq ft) * * 53.97 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 131.23 * Top Width (ft) * * 131.23 * * * Vel Total (ft/s) * 1.85 * Avg. Vel. (ft/s) * * 1.85 * * * Max Chl Dpth (ft) * 0.51 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 886.8 * Conv. (cfs) * * 886.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 131.28 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.60 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.74 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 86.22 * * * E.G. Slope (ft/ft) *0.013185 * Area (sq ft) * * 86.22 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 153.77 * Top Width (ft) * * 153.77 * * * Vel Total (ft/s) * 2.32 * Avg. Vel. (ft/s) * * 2.32 * * * Max Chl Dpth (ft) * 0.74 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 1741.8 * Conv. (cfs) * * 1741.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 153.85 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.07 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 190.40 * * * E.G. Slope (ft/ft) *0.013172 * Area (sq ft) * * 190.40 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 281.72 * Top Width (ft) * * 281.72 * * * Vel Total (ft/s) * 2.63 * Avg. Vel. (ft/s) * * 2.63 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 4356.6 * Conv. (cfs) * * 4356.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 281.84 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.46 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 291.35 * * * E.G. Slope (ft/ft) *0.013642 * Area (sq ft) * * 291.35 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 296.17 * Top Width (ft) * * 296.17 * * * Vel Total (ft/s) * 3.43 * Avg. Vel. (ft/s) * * 3.43 * * * Max Chl Dpth (ft) * 1.57 * Hydr. Depth (ft) * * 0.98 * * * Conv. Total (cfs) * 8561.8 * Conv. (cfs) * * 8561.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 296.30 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.87 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.23 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 535.26 * * * E.G. Slope (ft/ft) *0.013727 * Area (sq ft) * * 535.26 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 481.30 * Top Width (ft) * * 481.30 * * * Vel Total (ft/s) * 3.74 * Avg. Vel. (ft/s) * * 3.74 * * * Max Chl Dpth (ft) * 2.23 * Hydr. Depth (ft) * * 1.11 * * * Conv. Total (cfs) * 17070.6 * Conv. (cfs) * * 17070.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 481.47 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.56 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.54 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 684.71 * * * E.G. Slope (ft/ft) *0.013905 * Area (sq ft) * * 684.71 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 489.58 * Top Width (ft) * * 489.58 * * * Vel Total (ft/s) * 4.38 * Avg. Vel. (ft/s) * * 4.38 * * * Max Chl Dpth (ft) * 2.54 * Hydr. Depth (ft) * * 1.40 * * * Conv. Total (cfs) * 25441.1 * Conv. (cfs) * * 25441.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 489.77 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.32 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2761.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 912.74 * * * E.G. Slope (ft/ft) *0.014116 * Area (sq ft) * * 912.74 * * * Q Total (cfs) * 4800.00 * Flow (cfs) * * 4800.00 * * * Top Width (ft) * 501.91 * Top Width (ft) * * 501.91 * * * Vel Total (ft/s) * 5.26 * Avg. Vel. (ft/s) * * 5.26 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 40400.0 * Conv. (cfs) * * 40400.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 502.15 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.42 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #2 REACH: Reach-64 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.13 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 11.31 * * * E.G. Slope (ft/ft) *0.014782 * Area (sq ft) * * 11.31 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.38 * Top Width (ft) * * 93.38 * * * Vel Total (ft/s) * 0.88 * Avg. Vel. (ft/s) * * 0.88 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 82.2 * Conv. (cfs) * * 82.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 93.40 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.10 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.49 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 51.24 * * * E.G. Slope (ft/ft) *0.014800 * Area (sq ft) * * 51.24 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 129.14 * Top Width (ft) * * 129.14 * * * Vel Total (ft/s) * 1.95 * Avg. Vel. (ft/s) * * 1.95 * * * Max Chl Dpth (ft) * 0.49 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 822.0 * Conv. (cfs) * * 822.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 129.19 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.71 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 82.79 * * * E.G. Slope (ft/ft) *0.014802 * Area (sq ft) * * 82.79 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 151.54 * Top Width (ft) * * 151.54 * * * Vel Total (ft/s) * 2.42 * Avg. Vel. (ft/s) * * 2.42 * * * Max Chl Dpth (ft) * 0.71 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 1643.9 * Conv. (cfs) * * 1643.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 151.61 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.19 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 183.60 * * * E.G. Slope (ft/ft) *0.014798 * Area (sq ft) * * 183.60 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 280.73 * Top Width (ft) * * 280.73 * * * Vel Total (ft/s) * 2.72 * Avg. Vel. (ft/s) * * 2.72 * * * Max Chl Dpth (ft) * 1.19 * Hydr. Depth (ft) * * 0.65 * * * Conv. Total (cfs) * 4110.2 * Conv. (cfs) * * 4110.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 280.84 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.64 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.54 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 283.92 * * * E.G. Slope (ft/ft) *0.014800 * Area (sq ft) * * 283.92 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 295.13 * Top Width (ft) * * 295.13 * * * Vel Total (ft/s) * 3.52 * Avg. Vel. (ft/s) * * 3.52 * * * Max Chl Dpth (ft) * 1.54 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 8220.0 * Conv. (cfs) * * 8220.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 295.26 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.13 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.21 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.70 * Flow Area (sq ft) * * 522.93 * * * E.G. Slope (ft/ft) *0.014807 * Area (sq ft) * * 522.93 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 480.61 * Top Width (ft) * * 480.61 * * * Vel Total (ft/s) * 3.82 * Avg. Vel. (ft/s) * * 3.82 * * * Max Chl Dpth (ft) * 2.21 * Hydr. Depth (ft) * * 1.09 * * * Conv. Total (cfs) * 16436.1 * Conv. (cfs) * * 16436.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 480.78 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.01 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.85 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.51 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 671.57 * * * E.G. Slope (ft/ft) *0.014803 * Area (sq ft) * * 671.57 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 488.86 * Top Width (ft) * * 488.86 * * * Vel Total (ft/s) * 4.47 * Avg. Vel. (ft/s) * * 4.47 * * * Max Chl Dpth (ft) * 2.51 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 24657.0 * Conv. (cfs) * * 24657.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 489.05 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.44 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.97 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.58 * Flow Area (sq ft) * * 898.90 * * * E.G. Slope (ft/ft) *0.014826 * Area (sq ft) * * 898.90 * * * Q Total (cfs) * 4800.00 * Flow (cfs) * * 4800.00 * * * Top Width (ft) * 501.20 * Top Width (ft) * * 501.20 * * * Vel Total (ft/s) * 5.34 * Avg. Vel. (ft/s) * * 5.34 * * * Max Chl Dpth (ft) * 2.97 * Hydr. Depth (ft) * * 1.79 * * * Conv. Total (cfs) * 39421.8 * Conv. (cfs) * * 39421.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 501.43 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.86 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-62A-6263 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.65 * * * E.G. Slope (ft/ft) *0.013452 * Area (sq ft) * * 11.65 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.75 * Top Width (ft) * * 93.75 * * * Vel Total (ft/s) * 0.86 * Avg. Vel. (ft/s) * * 0.86 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 86.2 * Conv. (cfs) * * 86.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 93.76 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.12 * * * E.G. Slope (ft/ft) *0.020157 * Area (sq ft) * * 46.12 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 125.12 * Top Width (ft) * * 125.12 * * * Vel Total (ft/s) * 2.17 * Avg. Vel. (ft/s) * * 2.17 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 704.4 * Conv. (cfs) * * 704.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 125.17 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.01 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 72.91 * * * E.G. Slope (ft/ft) *0.021297 * Area (sq ft) * * 72.91 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 144.90 * Top Width (ft) * * 144.90 * * * Vel Total (ft/s) * 2.74 * Avg. Vel. (ft/s) * * 2.74 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 1370.5 * Conv. (cfs) * * 1370.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 144.96 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.83 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.09 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 153.55 * * * E.G. Slope (ft/ft) *0.026284 * Area (sq ft) * * 153.55 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 276.26 * Top Width (ft) * * 276.26 * * * Vel Total (ft/s) * 3.26 * Avg. Vel. (ft/s) * * 3.26 * * * Max Chl Dpth (ft) * 1.08 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 3084.1 * Conv. (cfs) * * 3084.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 276.37 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.97 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 249.90 * * * E.G. Slope (ft/ft) *0.022157 * Area (sq ft) * * 249.90 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 290.33 * Top Width (ft) * * 290.33 * * * Vel Total (ft/s) * 4.00 * Avg. Vel. (ft/s) * * 4.00 * * * Max Chl Dpth (ft) * 1.43 * Hydr. Depth (ft) * * 0.86 * * * Conv. Total (cfs) * 6718.1 * Conv. (cfs) * * 6718.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 290.45 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.19 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.76 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.88 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 387.51 * * * E.G. Slope (ft/ft) *0.022346 * Area (sq ft) * * 387.51 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 309.30 * Top Width (ft) * * 309.30 * * * Vel Total (ft/s) * 5.16 * Avg. Vel. (ft/s) * * 5.16 * * * Max Chl Dpth (ft) * 1.88 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 13379.3 * Conv. (cfs) * * 13379.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 309.45 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.02 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.35 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 593.15 * * * E.G. Slope (ft/ft) *0.022129 * Area (sq ft) * * 593.15 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 484.53 * Top Width (ft) * * 484.53 * * * Vel Total (ft/s) * 5.06 * Avg. Vel. (ft/s) * * 5.06 * * * Max Chl Dpth (ft) * 2.35 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 20167.1 * Conv. (cfs) * * 20167.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 484.71 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.55 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2760.76 * Flow Area (sq ft) * * 900.49 * * * E.G. Slope (ft/ft) *0.021155 * Area (sq ft) * * 900.49 * * * Q Total (cfs) * 5750.00 * Flow (cfs) * * 5750.00 * * * Top Width (ft) * 501.29 * Top Width (ft) * * 501.29 * * * Vel Total (ft/s) * 6.39 * Avg. Vel. (ft/s) * * 6.39 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.80 * * * Conv. Total (cfs) * 39533.6 * Conv. (cfs) * * 39533.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 501.52 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.14 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-62A-6263 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left Right Coeff Contr. Expan. 100 601.91 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 9.10 * * * E.G. Slope (ft/ft) *0.029436 * Area (sq ft) * * 9.10 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 91.00 * Top Width (ft) * * 91.00 * * * Vel Total (ft/s) * 1.10 * Avg. Vel. (ft/s) * * 1.10 * * * Max Chl Dpth (ft) * 0.11 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 58.3 * Conv. (cfs) * * 58.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 91.01 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.40 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 40.57 * * * E.G. Slope (ft/ft) *0.029432 * Area (sq ft) * * 40.57 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 120.62 * Top Width (ft) * * 120.62 * * * Vel Total (ft/s) * 2.47 * Avg. Vel. (ft/s) * * 2.47 * * * Max Chl Dpth (ft) * 0.40 * Hydr. Depth (ft) * * 0.34 * * * Conv. Total (cfs) * 582.9 * Conv. (cfs) * * 582.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 120.66 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.59 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 65.17 * * * E.G. Slope (ft/ft) *0.029423 * Area (sq ft) * * 65.17 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 139.47 * Top Width (ft) * * 139.47 * * * Vel Total (ft/s) * 3.07 * Avg. Vel. (ft/s) * * 3.07 * * * Max Chl Dpth (ft) * 0.59 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 1166.0 * Conv. (cfs) * * 1166.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 139.53 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.63 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.97 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 124.18 * * * E.G. Slope (ft/ft) *0.029393 * Area (sq ft) * * 124.18 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 176.66 * Top Width (ft) * * 176.66 * * * Vel Total (ft/s) * 4.03 * Avg. Vel. (ft/s) * * 4.03 * * * Max Chl Dpth (ft) * 0.97 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 2916.4 * Conv. (cfs) * * 2916.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 176.76 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 228.53 * * * E.G. Slope (ft/ft) *0.029426 * Area (sq ft) * * 228.53 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 287.27 * Top Width (ft) * * 287.27 * * * Vel Total (ft/s) * 4.38 * Avg. Vel. (ft/s) * * 4.38 * * * Max Chl Dpth (ft) * 1.35 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 5829.5 * Conv. (cfs) * * 5829.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 287.39 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.39 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.78 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.70 * Flow Area (sq ft) * * 354.82 * * * E.G. Slope (ft/ft) *0.029408 * Area (sq ft) * * 354.82 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 304.90 * Top Width (ft) * * 304.90 * * * Vel Total (ft/s) * 5.64 * Avg. Vel. (ft/s) * * 5.64 * * * Max Chl Dpth (ft) * 1.78 * Hydr. Depth (ft) * * 1.16 * * * Conv. Total (cfs) * 11662.6 * Conv. (cfs) * * 11662.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 305.04 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.04 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 543.37 * * * E.G. Slope (ft/ft) *0.029411 * Area (sq ft) * * 543.37 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 481.76 * Top Width (ft) * * 481.76 * * * Vel Total (ft/s) * 5.52 * Avg. Vel. (ft/s) * * 5.52 * * * Max Chl Dpth (ft) * 2.25 * Hydr. Depth (ft) * * 1.13 * * * Conv. Total (cfs) * 17493.0 * Conv. (cfs) * * 17493.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 481.93 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.07 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.78 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.76 * Flow Area (sq ft) * * 812.43 * * * E.G. Slope (ft/ft) *0.029435 * Area (sq ft) * * 812.43 * * * Q Total (cfs) * 5750.00 * Flow (cfs) * * 5750.00 * * * Top Width (ft) * 496.54 * Top Width (ft) * * 496.54 * * * Vel Total (ft/s) * 7.08 * Avg. Vel. (ft/s) * * 7.08 * * * Max Chl Dpth (ft) * 2.80 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 33514.6 * Conv. (cfs) * * 33514.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 496.76 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 3.01 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.27 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-62A-62 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.42 * * * E.G. Slope (ft/ft) *0.014321 * Area (sq ft) * * 11.42 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.50 * Top Width (ft) * * 93.50 * * * Vel Total (ft/s) * 0.88 * Avg. Vel. (ft/s) * * 0.88 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 83.6 * Conv. (cfs) * * 83.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 93.52 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.10 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 47.50 * * * E.G. Slope (ft/ft) *0.018482 * Area (sq ft) * * 47.50 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 126.22 * Top Width (ft) * * 126.22 * * * Vel Total (ft/s) * 2.11 * Avg. Vel. (ft/s) * * 2.11 * * * Max Chl Dpth (ft) * 0.46 * Hydr. Depth (ft) * * 0.38 * * * Conv. Total (cfs) * 735.6 * Conv. (cfs) * * 735.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 126.26 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.91 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 74.94 * * * E.G. Slope (ft/ft) *0.019686 * Area (sq ft) * * 74.94 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 146.28 * Top Width (ft) * * 146.28 * * * Vel Total (ft/s) * 2.67 * Avg. Vel. (ft/s) * * 2.67 * * * Max Chl Dpth (ft) * 0.66 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1425.5 * Conv. (cfs) * * 1425.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 146.35 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.68 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 168.11 * * * E.G. Slope (ft/ft) *0.019638 * Area (sq ft) * * 168.11 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 278.43 * Top Width (ft) * * 278.43 * * * Vel Total (ft/s) * 2.97 * Avg. Vel. (ft/s) * * 2.97 * * * Max Chl Dpth (ft) * 1.14 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 3568.0 * Conv. (cfs) * * 3568.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 278.54 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.20 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 256.07 * * * E.G. Slope (ft/ft) *0.020507 * Area (sq ft) * * 256.07 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 291.20 * Top Width (ft) * * 291.20 * * * Vel Total (ft/s) * 3.91 * Avg. Vel. (ft/s) * * 3.91 * * * Max Chl Dpth (ft) * 1.45 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 6983.0 * Conv. (cfs) * * 6983.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 291.33 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.39 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.10 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 471.92 * * * E.G. Slope (ft/ft) *0.020681 * Area (sq ft) * * 471.92 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 477.75 * Top Width (ft) * * 477.75 * * * Vel Total (ft/s) * 4.24 * Avg. Vel. (ft/s) * * 4.24 * * * Max Chl Dpth (ft) * 2.10 * Hydr. Depth (ft) * * 0.99 * * * Conv. Total (cfs) * 13907.3 * Conv. (cfs) * * 13907.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 477.91 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.40 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.38 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 603.56 * * * E.G. Slope (ft/ft) *0.020914 * Area (sq ft) * * 603.56 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 485.10 * Top Width (ft) * * 485.10 * * * Vel Total (ft/s) * 4.97 * Avg. Vel. (ft/s) * * 4.97 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.24 * * * Conv. Total (cfs) * 20744.3 * Conv. (cfs) * * 20744.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 485.28 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.07 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 907.47 * * * E.G. Slope (ft/ft) *0.020998 * Area (sq ft) * * 907.47 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 501.66 * Top Width (ft) * * 501.66 * * * Vel Total (ft/s) * 6.39 * Avg. Vel. (ft/s) * * 6.39 * * * Max Chl Dpth (ft) * 2.99 * Hydr. Depth (ft) * * 1.81 * * * Conv. Total (cfs) * 40025.6 * Conv. (cfs) * * 40025.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 501.89 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.15 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-62A-62 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 435.64 516.14 556.2 583.97 2759 2760 2760 2760 2760 374.36 451.91 518.09 561.25 601.91 2759 2760 2760 2760 2761 375.09 463.38 522.37 563.81 2759 2760 2760 2760 392.53 476.73 529.71 575.47 2759 2760 2760 2760 414.04 479.27 551.23 583.55 2759 2760 2760 2760 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.09 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 7.58 * * * E.G. Slope (ft/ft) *0.052766 * Area (sq ft) * * 7.58 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 89.32 * Top Width (ft) * * 89.32 * * * Vel Total (ft/s) * 1.32 * Avg. Vel. (ft/s) * * 1.32 * * * Max Chl Dpth (ft) * 0.09 * Hydr. Depth (ft) * * 0.08 * * * Conv. Total (cfs) * 43.5 * Conv. (cfs) * * 43.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 89.33 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.37 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.42 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 42.97 * * * E.G. Slope (ft/ft) *0.024822 * Area (sq ft) * * 42.97 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 122.59 * Top Width (ft) * * 122.59 * * * Vel Total (ft/s) * 2.33 * Avg. Vel. (ft/s) * * 2.33 * * * Max Chl Dpth (ft) * 0.42 * Hydr. Depth (ft) * * 0.35 * * * Conv. Total (cfs) * 634.7 * Conv. (cfs) * * 634.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 122.64 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.62 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 69.13 * * * E.G. Slope (ft/ft) *0.024825 * Area (sq ft) * * 69.13 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 142.27 * Top Width (ft) * * 142.27 * * * Vel Total (ft/s) * 2.89 * Avg. Vel. (ft/s) * * 2.89 * * * Max Chl Dpth (ft) * 0.62 * Hydr. Depth (ft) * * 0.49 * * * Conv. Total (cfs) * 1269.4 * Conv. (cfs) * * 1269.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 142.33 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 156.32 * * * E.G. Slope (ft/ft) *0.024814 * Area (sq ft) * * 156.32 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 276.68 * Top Width (ft) * * 276.68 * * * Vel Total (ft/s) * 3.20 * Avg. Vel. (ft/s) * * 3.20 * * * Max Chl Dpth (ft) * 1.09 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 3174.1 * Conv. (cfs) * * 3174.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 276.78 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.80 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.66 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.40 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 241.13 * * * E.G. Slope (ft/ft) *0.024815 * Area (sq ft) * * 241.13 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 289.07 * Top Width (ft) * * 289.07 * * * Vel Total (ft/s) * 4.15 * Avg. Vel. (ft/s) * * 4.15 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 6348.1 * Conv. (cfs) * * 6348.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 289.19 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.36 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.05 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.71 * Flow Area (sq ft) * * 446.30 * * * E.G. Slope (ft/ft) *0.024810 * Area (sq ft) * * 446.30 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 476.31 * Top Width (ft) * * 476.31 * * * Vel Total (ft/s) * 4.48 * Avg. Vel. (ft/s) * * 4.48 * * * Max Chl Dpth (ft) * 2.05 * Hydr. Depth (ft) * * 0.94 * * * Conv. Total (cfs) * 12697.5 * Conv. (cfs) * * 12697.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 476.46 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.50 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 572.35 * * * E.G. Slope (ft/ft) *0.024845 * Area (sq ft) * * 572.35 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 483.37 * Top Width (ft) * * 483.37 * * * Vel Total (ft/s) * 5.24 * Avg. Vel. (ft/s) * * 5.24 * * * Max Chl Dpth (ft) * 2.31 * Hydr. Depth (ft) * * 1.18 * * * Conv. Total (cfs) * 19032.9 * Conv. (cfs) * * 19032.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 483.55 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.62 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.70 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.78 * Flow Area (sq ft) * * 861.53 * * * E.G. Slope (ft/ft) *0.024804 * Area (sq ft) * * 861.53 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 499.19 * Top Width (ft) * * 499.19 * * * Vel Total (ft/s) * 6.73 * Avg. Vel. (ft/s) * * 6.73 * * * Max Chl Dpth (ft) * 2.90 * Hydr. Depth (ft) * * 1.73 * * * Conv. Total (cfs) * 36827.1 * Conv. (cfs) * * 36827.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 499.42 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-62-63-62 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 12.06 * * * E.G. Slope (ft/ft) *0.012052 * Area (sq ft) * * 12.06 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 94.19 * Top Width (ft) * * 94.19 * * * Vel Total (ft/s) * 0.83 * Avg. Vel. (ft/s) * * 0.83 * * * Max Chl Dpth (ft) * 0.14 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 91.1 * Conv. (cfs) * * 91.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 94.20 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.08 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.48 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 49.39 * * * E.G. Slope (ft/ft) *0.016482 * Area (sq ft) * * 49.39 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 127.70 * Top Width (ft) * * 127.70 * * * Vel Total (ft/s) * 2.02 * Avg. Vel. (ft/s) * * 2.02 * * * Max Chl Dpth (ft) * 0.47 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 778.9 * Conv. (cfs) * * 778.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 127.75 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.40 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.81 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.68 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 78.32 * * * E.G. Slope (ft/ft) *0.017346 * Area (sq ft) * * 78.32 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 148.57 * Top Width (ft) * * 148.57 * * * Vel Total (ft/s) * 2.55 * Avg. Vel. (ft/s) * * 2.55 * * * Max Chl Dpth (ft) * 0.68 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1518.5 * Conv. (cfs) * * 1518.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 148.64 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.46 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.16 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 174.44 * * * E.G. Slope (ft/ft) *0.017439 * Area (sq ft) * * 174.44 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 279.37 * Top Width (ft) * * 279.37 * * * Vel Total (ft/s) * 2.87 * Avg. Vel. (ft/s) * * 2.87 * * * Max Chl Dpth (ft) * 1.16 * Hydr. Depth (ft) * * 0.62 * * * Conv. Total (cfs) * 3786.3 * Conv. (cfs) * * 3786.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 279.48 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.95 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.48 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 266.91 * * * E.G. Slope (ft/ft) *0.017987 * Area (sq ft) * * 266.91 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 292.74 * Top Width (ft) * * 292.74 * * * Vel Total (ft/s) * 3.75 * Avg. Vel. (ft/s) * * 3.75 * * * Max Chl Dpth (ft) * 1.48 * Hydr. Depth (ft) * * 0.91 * * * Conv. Total (cfs) * 7456.2 * Conv. (cfs) * * 7456.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 292.86 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.83 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.33 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.96 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 411.42 * * * E.G. Slope (ft/ft) *0.018554 * Area (sq ft) * * 411.42 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 312.48 * Top Width (ft) * * 312.48 * * * Vel Total (ft/s) * 4.86 * Avg. Vel. (ft/s) * * 4.86 * * * Max Chl Dpth (ft) * 1.96 * Hydr. Depth (ft) * * 1.32 * * * Conv. Total (cfs) * 14682.7 * Conv. (cfs) * * 14682.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 312.63 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.41 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 627.16 * * * E.G. Slope (ft/ft) *0.018471 * Area (sq ft) * * 627.16 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 486.41 * Top Width (ft) * * 486.41 * * * Vel Total (ft/s) * 4.78 * Avg. Vel. (ft/s) * * 4.78 * * * Max Chl Dpth (ft) * 2.42 * Hydr. Depth (ft) * * 1.29 * * * Conv. Total (cfs) * 22074.0 * Conv. (cfs) * * 22074.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 486.59 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.11 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.57 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2761.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 909.67 * * * E.G. Slope (ft/ft) *0.018736 * Area (sq ft) * * 909.67 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 501.78 * Top Width (ft) * * 501.78 * * * Vel Total (ft/s) * 6.05 * Avg. Vel. (ft/s) * * 6.05 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.81 * * * Conv. Total (cfs) * 40181.5 * Conv. (cfs) * * 40181.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 502.01 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.81 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-62-63-62 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 10.22 * * * E.G. Slope (ft/ft) *0.020362 * Area (sq ft) * * 10.22 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 92.22 * Top Width (ft) * * 92.22 * * * Vel Total (ft/s) * 0.98 * Avg. Vel. (ft/s) * * 0.98 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 70.1 * Conv. (cfs) * * 70.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 92.23 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 45.93 * * * E.G. Slope (ft/ft) *0.020394 * Area (sq ft) * * 45.93 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 124.98 * Top Width (ft) * * 124.98 * * * Vel Total (ft/s) * 2.18 * Avg. Vel. (ft/s) * * 2.18 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 700.2 * Conv. (cfs) * * 700.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 125.02 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.02 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.66 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 74.01 * * * E.G. Slope (ft/ft) *0.020401 * Area (sq ft) * * 74.01 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 145.65 * Top Width (ft) * * 145.65 * * * Vel Total (ft/s) * 2.70 * Avg. Vel. (ft/s) * * 2.70 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1400.2 * Conv. (cfs) * * 1400.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 145.72 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.75 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.13 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 166.07 * * * E.G. Slope (ft/ft) *0.020423 * Area (sq ft) * * 166.07 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 278.13 * Top Width (ft) * * 278.13 * * * Vel Total (ft/s) * 3.01 * Avg. Vel. (ft/s) * * 3.01 * * * Max Chl Dpth (ft) * 1.13 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 3498.7 * Conv. (cfs) * * 3498.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 278.24 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.29 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 256.43 * * * E.G. Slope (ft/ft) *0.020418 * Area (sq ft) * * 256.43 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 291.25 * Top Width (ft) * * 291.25 * * * Vel Total (ft/s) * 3.90 * Avg. Vel. (ft/s) * * 3.90 * * * Max Chl Dpth (ft) * 1.45 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 6998.4 * Conv. (cfs) * * 6998.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 291.38 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.37 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.39 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.70 * Flow Area (sq ft) * * 399.01 * * * E.G. Slope (ft/ft) *0.020403 * Area (sq ft) * * 399.01 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 310.84 * Top Width (ft) * * 310.84 * * * Vel Total (ft/s) * 5.01 * Avg. Vel. (ft/s) * * 5.01 * * * Max Chl Dpth (ft) * 1.92 * Hydr. Depth (ft) * * 1.28 * * * Conv. Total (cfs) * 14001.7 * Conv. (cfs) * * 14001.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 310.99 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.38 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 607.95 * * * E.G. Slope (ft/ft) *0.020430 * Area (sq ft) * * 607.95 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 485.35 * Top Width (ft) * * 485.35 * * * Vel Total (ft/s) * 4.93 * Avg. Vel. (ft/s) * * 4.93 * * * Max Chl Dpth (ft) * 2.38 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 20988.9 * Conv. (cfs) * * 20988.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 485.53 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.88 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.60 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.71 * Flow Area (sq ft) * * 885.33 * * * E.G. Slope (ft/ft) *0.020438 * Area (sq ft) * * 885.33 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 500.47 * Top Width (ft) * * 500.47 * * * Vel Total (ft/s) * 6.21 * Avg. Vel. (ft/s) * * 6.21 * * * Max Chl Dpth (ft) * 2.95 * Hydr. Depth (ft) * * 1.77 * * * Conv. Total (cfs) * 38472.1 * Conv. (cfs) * * 38472.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 500.70 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.02 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #2 REACH: Reach-62-63-63 RS: 205 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 601.91 1 1 1 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.45 * * * E.G. Slope (ft/ft) *0.014231 * Area (sq ft) * * 11.45 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 93.53 * Top Width (ft) * * 93.53 * * * Vel Total (ft/s) * 0.87 * Avg. Vel. (ft/s) * * 0.87 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 83.8 * Conv. (cfs) * * 83.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 93.54 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.47 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 48.18 * * * E.G. Slope (ft/ft) *0.017728 * Area (sq ft) * * 48.18 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 126.75 * Top Width (ft) * * 126.75 * * * Vel Total (ft/s) * 2.08 * Avg. Vel. (ft/s) * * 2.08 * * * Max Chl Dpth (ft) * 0.47 * Hydr. Depth (ft) * * 0.38 * * * Conv. Total (cfs) * 751.1 * Conv. (cfs) * * 751.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 126.80 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.87 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.67 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 76.19 * * * E.G. Slope (ft/ft) *0.018771 * Area (sq ft) * * 76.19 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 147.13 * Top Width (ft) * * 147.13 * * * Vel Total (ft/s) * 2.62 * Avg. Vel. (ft/s) * * 2.62 * * * Max Chl Dpth (ft) * 0.67 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1459.8 * Conv. (cfs) * * 1459.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 147.20 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.59 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.15 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 170.36 * * * E.G. Slope (ft/ft) *0.018819 * Area (sq ft) * * 170.36 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 278.77 * Top Width (ft) * * 278.77 * * * Vel Total (ft/s) * 2.94 * Avg. Vel. (ft/s) * * 2.94 * * * Max Chl Dpth (ft) * 1.15 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 3644.8 * Conv. (cfs) * * 3644.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 278.88 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.11 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 260.13 * * * E.G. Slope (ft/ft) *0.019512 * Area (sq ft) * * 260.13 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 291.78 * Top Width (ft) * * 291.78 * * * Vel Total (ft/s) * 3.84 * Avg. Vel. (ft/s) * * 3.84 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 7158.9 * Conv. (cfs) * * 7158.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 291.90 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.17 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 479.27 * * * E.G. Slope (ft/ft) *0.019665 * Area (sq ft) * * 479.27 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 478.17 * Top Width (ft) * * 478.17 * * * Vel Total (ft/s) * 4.17 * Avg. Vel. (ft/s) * * 4.17 * * * Max Chl Dpth (ft) * 2.12 * Hydr. Depth (ft) * * 1.00 * * * Conv. Total (cfs) * 14262.0 * Conv. (cfs) * * 14262.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 478.33 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.13 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 611.15 * * * E.G. Slope (ft/ft) *0.020085 * Area (sq ft) * * 611.15 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 485.52 * Top Width (ft) * * 485.52 * * * Vel Total (ft/s) * 4.91 * Avg. Vel. (ft/s) * * 4.91 * * * Max Chl Dpth (ft) * 2.39 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 21168.2 * Conv. (cfs) * * 21168.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 485.71 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.74 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2761.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 913.23 * * * E.G. Slope (ft/ft) *0.020221 * Area (sq ft) * * 913.23 * * * Q Total (cfs) * 5750.00 * Flow (cfs) * * 5750.00 * * * Top Width (ft) * 501.91 * Top Width (ft) * * 501.91 * * * Vel Total (ft/s) * 6.30 * Avg. Vel. (ft/s) * * 6.30 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.82 * * * Conv. Total (cfs) * 40436.1 * Conv. (cfs) * * 40436.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 502.15 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.46 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #2 REACH: Reach-62-63-63 RS: 200 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2761 108.94 2760 112.39 2760 121.54 2760 141.29 2759 162.19 2758 169.93 2758 239.89 2758 241.12 2758 275.72 2759 321.45 2759 355.31 2758 356.8 2758 367.06 2759 367.97 2759 370.95 2759 374.36 2759 375.09 2759 392.53 2759 414.04 2759 435.64 2760 451.91 2760 463.38 2760 476.73 2760 479.27 2760 516.14 2760 518.09 2760 522.37 2760 529.71 2760 551.23 2760 556.2 2760 561.25 2760 563.81 2760 575.47 2760 583.55 2760 583.97 2760 601.91 2761 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 601.91 .05 Bank Sta: Left 100 Right 601.91 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2758.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.09 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.09 * Flow Area (sq ft) * * 7.58 * * * E.G. Slope (ft/ft) *0.052766 * Area (sq ft) * * 7.58 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 89.32 * Top Width (ft) * * 89.32 * * * Vel Total (ft/s) * 1.32 * Avg. Vel. (ft/s) * * 1.32 * * * Max Chl Dpth (ft) * 0.09 * Hydr. Depth (ft) * * 0.08 * * * Conv. Total (cfs) * 43.5 * Conv. (cfs) * * 43.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 89.33 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.37 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2758.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.43 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.34 * Flow Area (sq ft) * * 44.14 * * * E.G. Slope (ft/ft) *0.022927 * Area (sq ft) * * 44.14 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 123.54 * Top Width (ft) * * 123.54 * * * Vel Total (ft/s) * 2.27 * Avg. Vel. (ft/s) * * 2.27 * * * Max Chl Dpth (ft) * 0.43 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 660.4 * Conv. (cfs) * * 660.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 123.59 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2758.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2758.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.51 * Flow Area (sq ft) * * 71.08 * * * E.G. Slope (ft/ft) *0.022912 * Area (sq ft) * * 71.08 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 143.63 * Top Width (ft) * * 143.63 * * * Vel Total (ft/s) * 2.81 * Avg. Vel. (ft/s) * * 2.81 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.49 * * * Conv. Total (cfs) * 1321.3 * Conv. (cfs) * * 1321.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 143.70 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.99 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2759.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2758.88 * Flow Area (sq ft) * * 160.24 * * * E.G. Slope (ft/ft) *0.022911 * Area (sq ft) * * 160.24 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 277.26 * Top Width (ft) * * 277.26 * * * Vel Total (ft/s) * 3.12 * Avg. Vel. (ft/s) * * 3.12 * * * Max Chl Dpth (ft) * 1.11 * Hydr. Depth (ft) * * 0.58 * * * Conv. Total (cfs) * 3303.3 * Conv. (cfs) * * 3303.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 277.37 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 0.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.58 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2759.67 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2759.42 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.27 * Flow Area (sq ft) * * 247.28 * * * E.G. Slope (ft/ft) *0.022910 * Area (sq ft) * * 247.28 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 289.95 * Top Width (ft) * * 289.95 * * * Vel Total (ft/s) * 4.04 * Avg. Vel. (ft/s) * * 4.04 * * * Max Chl Dpth (ft) * 1.42 * Hydr. Depth (ft) * * 0.85 * * * Conv. Total (cfs) * 6606.8 * Conv. (cfs) * * 6606.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 290.07 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.93 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2760.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2759.70 * Flow Area (sq ft) * * 457.24 * * * E.G. Slope (ft/ft) *0.022926 * Area (sq ft) * * 457.24 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 476.93 * Top Width (ft) * * 476.93 * * * Vel Total (ft/s) * 4.37 * Avg. Vel. (ft/s) * * 4.37 * * * Max Chl Dpth (ft) * 2.07 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 13208.9 * Conv. (cfs) * * 13208.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 477.08 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.00 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2760.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.17 * Flow Area (sq ft) * * 586.88 * * * E.G. Slope (ft/ft) *0.022904 * Area (sq ft) * * 586.88 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 484.18 * Top Width (ft) * * 484.18 * * * Vel Total (ft/s) * 5.11 * Avg. Vel. (ft/s) * * 5.11 * * * Max Chl Dpth (ft) * 2.34 * Hydr. Depth (ft) * * 1.21 * * * Conv. Total (cfs) * 19822.7 * Conv. (cfs) * * 19822.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 484.36 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 1.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.86 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2761.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.67 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2760.93 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2760.76 * Flow Area (sq ft) * * 878.12 * * * E.G. Slope (ft/ft) *0.022931 * Area (sq ft) * * 878.12 * * * Q Total (cfs) * 5750.00 * Flow (cfs) * * 5750.00 * * * Top Width (ft) * 500.09 * Top Width (ft) * * 500.09 * * * Vel Total (ft/s) * 6.55 * Avg. Vel. (ft/s) * * 6.55 * * * Max Chl Dpth (ft) * 2.93 * Hydr. Depth (ft) * * 1.76 * * * Conv. Total (cfs) * 37971.2 * Conv. (cfs) * * 37971.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 500.31 * * * Min Ch El (ft) * 2758.00 * Shear (lb/sq ft) * * 2.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #3 REACH: Reach-65-66-65 RS: 305 INPUT Description: Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2815 158.09 2814 192.06 2814 192.27 2814 249.86 2813 255.41 348.56 398.37 453.16 537.34 2812 2812 2813 2812 2815 264.78 371.91 429.03 459.7 2811 2813 2814 2813 278.26 374.13 432.55 465.87 2810 2813 2814 2814 299.87 377.69 448.31 510.11 2810 2813 2813 2815 319.67 380.97 453.11 510.91 Right 1 Coeff Contr. .1 2811 2813 2812 2815 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 537.34 .05 Bank Sta: Left Right Lengths: Left Channel 100 537.34 1 1 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 432.55 537.34 2814 F Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2810.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.27 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2810.18 * Flow Area (sq ft) * * 6.94 * * * E.G. Slope (ft/ft) *0.016890 * Area (sq ft) * * 6.94 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 30.48 * Top Width (ft) * * 30.48 * * * Vel Total (ft/s) * 1.44 * Avg. Vel. (ft/s) * * 1.44 * * * Max Chl Dpth (ft) * 0.27 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 76.9 * Conv. (cfs) * * 76.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 30.50 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 0.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.35 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2811.03 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.88 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2810.73 * Flow Area (sq ft) * * 31.74 * * * E.G. Slope (ft/ft) *0.021074 * Area (sq ft) * * 31.74 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 50.79 * Top Width (ft) * * 50.79 * * * Vel Total (ft/s) * 3.15 * Avg. Vel. (ft/s) * * 3.15 * * * Max Chl Dpth (ft) * 0.88 * Hydr. Depth (ft) * * 0.62 * * * Conv. Total (cfs) * 688.8 * Conv. (cfs) * * 688.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 50.84 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 0.82 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.59 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2811.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.24 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2811.06 * Flow Area (sq ft) * * 52.29 * * * E.G. Slope (ft/ft) *0.021691 * Area (sq ft) * * 52.29 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 63.93 * Top Width (ft) * * 63.93 * * * Vel Total (ft/s) * 3.82 * Avg. Vel. (ft/s) * * 3.82 * * * Max Chl Dpth (ft) * 1.24 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 1358.0 * Conv. (cfs) * * 1358.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 64.01 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.23 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2812.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.90 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2811.70 * Flow Area (sq ft) * * 102.94 * * * E.G. Slope (ft/ft) *0.022120 * Area (sq ft) * * 102.94 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 89.24 * Top Width (ft) * * 89.24 * * * Vel Total (ft/s) * 4.86 * Avg. Vel. (ft/s) * * 4.86 * * * Max Chl Dpth (ft) * 1.90 * Hydr. Depth (ft) * * 1.15 * * * Conv. Total (cfs) * 3361.8 * Conv. (cfs) * * 3361.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 89.36 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.73 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2813.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.54 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2812.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2812.37 * Flow Area (sq ft) * * 169.93 * * * E.G. Slope (ft/ft) *0.021898 * Area (sq ft) * * 171.80 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 116.09 * Top Width (ft) * * 116.09 * * * Vel Total (ft/s) * 5.88 * Avg. Vel. (ft/s) * * 5.88 * * * Max Chl Dpth (ft) * 2.57 * Hydr. Depth (ft) * * 1.55 * * * Conv. Total (cfs) * 6757.7 * Conv. (cfs) * * 6757.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 109.79 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.45 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2814.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.58 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2813.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2813.38 * Flow Area (sq ft) * * 327.94 * * * E.G. Slope (ft/ft) *0.022226 * Area (sq ft) * * 344.82 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 227.69 * Top Width (ft) * * 227.69 * * * Vel Total (ft/s) * 6.10 * Avg. Vel. (ft/s) * * 6.10 * * * Max Chl Dpth (ft) * 3.62 * Hydr. Depth (ft) * * 1.62 * * * Conv. Total (cfs) * 13415.2 * Conv. (cfs) * * 13415.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 203.06 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.67 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2814.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.54 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2814.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2813.97 * Flow Area (sq ft) * * 510.60 * * * E.G. Slope (ft/ft) *0.021912 * Area (sq ft) * * 510.60 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 330.24 * Top Width (ft) * * 330.24 * * * Vel Total (ft/s) * 5.88 * Avg. Vel. (ft/s) * * 5.88 * * * Max Chl Dpth (ft) * 4.22 * Hydr. Depth (ft) * * 1.55 * * * Conv. Total (cfs) * 20266.3 * Conv. (cfs) * * 20266.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 330.80 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.41 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: Multiple water surfaces were found that could balance the energy equation. The program selected the water surface whose main channel velocity head was the closest to the previously computed cross section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2815.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2815.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2814.75 * Flow Area (sq ft) * * 797.42 * * * E.G. Slope (ft/ft) *0.021399 * Area (sq ft) * * 797.42 * * * Q Total (cfs) * 5400.00 * Flow (cfs) * * 5400.00 * * * Top Width (ft) * 409.59 * Top Width (ft) * * 409.59 * * * Vel Total (ft/s) * 6.77 * Avg. Vel. (ft/s) * * 6.77 * * * Max Chl Dpth (ft) * 4.99 * Hydr. Depth (ft) * * 1.95 * * * Conv. Total (cfs) * 36914.9 * Conv. (cfs) * * 36914.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 410.17 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.59 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross section had to be extended vertically during the critical depth calculations. CROSS SECTION RIVER: Reach #3 REACH: Reach-65-66-65 RS: 300 INPUT Description: Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 255.41 348.56 398.37 453.16 537.34 2815 2812 2812 2813 2812 2815 158.09 264.78 371.91 429.03 459.7 2814 2811 2813 2814 2813 192.06 278.26 374.13 432.55 465.87 2814 2810 2813 2814 2814 192.27 299.87 377.69 448.31 510.11 2814 2810 2813 2813 2815 249.86 319.67 380.97 453.11 510.91 2813 2811 2813 2812 2815 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 537.34 .05 Bank Sta: Left Right Coeff Contr. 100 537.34 .1 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 432.55 537.34 2814 F Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2810.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2810.18 * Flow Area (sq ft) * * 5.99 * * * E.G. Slope (ft/ft) *0.026419 * Area (sq ft) * * 5.99 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.42 * Top Width (ft) * * 29.42 * * * Vel Total (ft/s) * 1.67 * Avg. Vel. (ft/s) * * 1.67 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.20 * * * Conv. Total (cfs) * 61.5 * Conv. (cfs) * * 61.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 29.43 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.56 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2811.01 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2810.73 * Flow Area (sq ft) * * 29.27 * * * E.G. Slope (ft/ft) *0.026408 * Area (sq ft) * * 29.27 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 49.15 * Top Width (ft) * * 49.15 * * * Vel Total (ft/s) * 3.42 * Avg. Vel. (ft/s) * * 3.42 * * * Max Chl Dpth (ft) * 0.83 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 615.4 * Conv. (cfs) * * 615.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 49.20 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 0.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.35 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2811.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2811.06 * Flow Area (sq ft) * * 48.56 * * * E.G. Slope (ft/ft) *0.026444 * Area (sq ft) * * 48.56 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 61.66 * Top Width (ft) * * 61.66 * * * Vel Total (ft/s) * 4.12 * Avg. Vel. (ft/s) * * 4.12 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 1229.9 * Conv. (cfs) * * 1229.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 61.74 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.35 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2812.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2811.70 * Flow Area (sq ft) * * 96.34 * * * E.G. Slope (ft/ft) *0.026410 * Area (sq ft) * * 96.34 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 86.36 * Top Width (ft) * * 86.36 * * * Vel Total (ft/s) * 5.19 * Avg. Vel. (ft/s) * * 5.19 * * * Max Chl Dpth (ft) * 1.82 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 3076.7 * Conv. (cfs) * * 3076.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 86.48 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.53 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2813.08 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2812.47 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2812.37 * Flow Area (sq ft) * * 158.87 * * * E.G. Slope (ft/ft) *0.026422 * Area (sq ft) * * 160.13 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 111.97 * Top Width (ft) * * 111.97 * * * Vel Total (ft/s) * 6.29 * Avg. Vel. (ft/s) * * 6.29 * * * Max Chl Dpth (ft) * 2.47 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 6152.1 * Conv. (cfs) * * 6152.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 106.82 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2814.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.67 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2813.50 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2813.38 * Flow Area (sq ft) * * 304.87 * * * E.G. Slope (ft/ft) *0.026442 * Area (sq ft) * * 319.00 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 214.83 * Top Width (ft) * * 214.83 * * * Vel Total (ft/s) * 6.56 * Avg. Vel. (ft/s) * * 6.56 * * * Max Chl Dpth (ft) * 3.50 * Hydr. Depth (ft) * * 1.58 * * * Conv. Total (cfs) * 12299.3 * Conv. (cfs) * * 12299.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 192.76 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.13 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2814.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.62 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2814.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2813.97 * Flow Area (sq ft) * * 476.34 * * * E.G. Slope (ft/ft) *0.026426 * Area (sq ft) * * 476.34 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 319.45 * Top Width (ft) * * 319.45 * * * Vel Total (ft/s) * 6.30 * Avg. Vel. (ft/s) * * 6.30 * * * Max Chl Dpth (ft) * 4.11 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 18454.7 * Conv. (cfs) * * 18454.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 320.01 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.47 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2815.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.83 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2814.85 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2814.75 * Flow Area (sq ft) * * 737.18 * * * E.G. Slope (ft/ft) *0.026426 * Area (sq ft) * * 737.18 * * * Q Total (cfs) * 5400.00 * Flow (cfs) * * 5400.00 * * * Top Width (ft) * 394.25 * Top Width (ft) * * 394.25 * * * Vel Total (ft/s) * 7.33 * Avg. Vel. (ft/s) * * 7.33 * * * Max Chl Dpth (ft) * 4.84 * Hydr. Depth (ft) * * 1.87 * * * Conv. Total (cfs) * 33218.2 * Conv. (cfs) * * 33218.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 394.82 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 3.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.56 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: The cross section had to be extended vertically during the critical depth calculations. CROSS SECTION RIVER: Reach #3 REACH: Reach-65-66-66 RS: 305 INPUT Description: Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2815 158.09 2814 192.06 2814 192.27 2814 249.86 2813 255.41 2812 264.78 2811 278.26 2810 299.87 2810 319.67 2811 348.56 398.37 453.16 537.34 2812 2813 2812 2815 371.91 429.03 459.7 2813 2814 2813 374.13 432.55 465.87 2813 2814 2814 377.69 448.31 510.11 2813 2813 2815 380.97 453.11 510.91 Right 1 Coeff Contr. .1 2813 2812 2815 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 537.34 .05 Bank Sta: Left Right Lengths: Left Channel 100 537.34 1 1 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 432.55 537.34 2814 F Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2810.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.27 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2810.18 * Flow Area (sq ft) * * 6.94 * * * E.G. Slope (ft/ft) *0.016945 * Area (sq ft) * * 6.94 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 30.47 * Top Width (ft) * * 30.47 * * * Vel Total (ft/s) * 1.44 * Avg. Vel. (ft/s) * * 1.44 * * * Max Chl Dpth (ft) * 0.27 * Hydr. Depth (ft) * * 0.23 * * * Conv. Total (cfs) * 76.8 * Conv. (cfs) * * 76.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 30.49 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 0.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.35 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2811.03 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.87 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2810.73 * Flow Area (sq ft) * * 31.61 * * * E.G. Slope (ft/ft) *0.021305 * Area (sq ft) * * 31.61 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 50.71 * Top Width (ft) * * 50.71 * * * Vel Total (ft/s) * 3.16 * Avg. Vel. (ft/s) * * 3.16 * * * Max Chl Dpth (ft) * 0.87 * Hydr. Depth (ft) * * 0.62 * * * Conv. Total (cfs) * 685.1 * Conv. (cfs) * * 685.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 50.76 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 0.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.62 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2811.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.23 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2811.06 * Flow Area (sq ft) * * 52.06 * * * E.G. Slope (ft/ft) *0.021953 * Area (sq ft) * * 52.06 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 63.79 * Top Width (ft) * * 63.79 * * * Vel Total (ft/s) * 3.84 * Avg. Vel. (ft/s) * * 3.84 * * * Max Chl Dpth (ft) * 1.23 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 1349.8 * Conv. (cfs) * * 1349.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 63.87 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.29 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2812.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.89 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2811.70 * Flow Area (sq ft) * * 102.53 * * * E.G. Slope (ft/ft) *0.022360 * Area (sq ft) * * 102.53 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 89.06 * Top Width (ft) * * 89.06 * * * Vel Total (ft/s) * 4.88 * Avg. Vel. (ft/s) * * 4.88 * * * Max Chl Dpth (ft) * 1.89 * Hydr. Depth (ft) * * 1.15 * * * Conv. Total (cfs) * 3343.8 * Conv. (cfs) * * 3343.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 89.18 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.83 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2813.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.54 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2812.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2812.37 * Flow Area (sq ft) * * 169.99 * * * E.G. Slope (ft/ft) *0.021879 * Area (sq ft) * * 171.85 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 116.11 * Top Width (ft) * * 116.11 * * * Vel Total (ft/s) * 5.88 * Avg. Vel. (ft/s) * * 5.88 * * * Max Chl Dpth (ft) * 2.57 * Hydr. Depth (ft) * * 1.55 * * * Conv. Total (cfs) * 6760.6 * Conv. (cfs) * * 6760.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 109.80 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.44 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2814.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.58 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2813.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2813.38 * Flow Area (sq ft) * * 327.79 * * * E.G. Slope (ft/ft) *0.022251 * Area (sq ft) * * 344.65 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 227.61 * Top Width (ft) * * 227.61 * * * Vel Total (ft/s) * 6.10 * Avg. Vel. (ft/s) * * 6.10 * * * Max Chl Dpth (ft) * 3.61 * Hydr. Depth (ft) * * 1.62 * * * Conv. Total (cfs) * 13407.9 * Conv. (cfs) * * 13407.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 203.00 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.69 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2814.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.54 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2814.21 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2813.97 * Flow Area (sq ft) * * 508.50 * * * E.G. Slope (ft/ft) *0.022157 * Area (sq ft) * * 508.50 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 329.59 * Top Width (ft) * * 329.59 * * * Vel Total (ft/s) * 5.90 * Avg. Vel. (ft/s) * * 5.90 * * * Max Chl Dpth (ft) * 4.21 * Hydr. Depth (ft) * * 1.54 * * * Conv. Total (cfs) * 20154.4 * Conv. (cfs) * * 20154.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 330.15 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.57 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: Multiple water surfaces were found that could balance the energy equation. The program selected the water surface whose main channel velocity head was the closest to the previously computed cross section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2815.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2815.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2814.75 * Flow Area (sq ft) * * 797.42 * * * E.G. Slope (ft/ft) *0.021399 * Area (sq ft) * * 797.42 * * * Q Total (cfs) * 5400.00 * Flow (cfs) * * 5400.00 * * * Top Width (ft) * 409.59 * Top Width (ft) * * 409.59 * * * Vel Total (ft/s) * 6.77 * Avg. Vel. (ft/s) * * 6.77 * * * Max Chl Dpth (ft) * 4.99 * Hydr. Depth (ft) * * 1.95 * * * Conv. Total (cfs) * 36914.9 * Conv. (cfs) * * 36914.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 410.17 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.59 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross section had to be extended vertically during the critical depth calculations. CROSS SECTION RIVER: Reach #3 REACH: Reach-65-66-66 RS: 300 INPUT Description: Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2815 158.09 2814 192.06 2814 192.27 2814 249.86 2813 255.41 348.56 398.37 453.16 537.34 2812 2812 2813 2812 2815 264.78 371.91 429.03 459.7 2811 2813 2814 2813 278.26 374.13 432.55 465.87 2810 2813 2814 2814 299.87 377.69 448.31 510.11 2810 2813 2813 2815 319.67 380.97 453.11 510.91 2811 2813 2812 2815 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 537.34 .05 Bank Sta: Left Right Coeff Contr. 100 537.34 .1 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 432.55 537.34 2814 F Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2810.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2810.18 * Flow Area (sq ft) * * 5.94 * * * E.G. Slope (ft/ft) *0.027002 * Area (sq ft) * * 5.94 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 29.37 * Top Width (ft) * * 29.37 * * * Vel Total (ft/s) * 1.68 * Avg. Vel. (ft/s) * * 1.68 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.20 * * * Conv. Total (cfs) * 60.9 * Conv. (cfs) * * 60.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 29.38 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.57 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2811.01 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2810.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2810.73 * Flow Area (sq ft) * * 29.03 * * * E.G. Slope (ft/ft) *0.027021 * Area (sq ft) * * 29.03 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 48.98 * Top Width (ft) * * 48.98 * * * Vel Total (ft/s) * 3.44 * Avg. Vel. (ft/s) * * 3.44 * * * Max Chl Dpth (ft) * 0.82 * Hydr. Depth (ft) * * 0.59 * * * Conv. Total (cfs) * 608.3 * Conv. (cfs) * * 608.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 49.03 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.00 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2811.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2811.06 * Flow Area (sq ft) * * 48.16 * * * E.G. Slope (ft/ft) *0.027045 * Area (sq ft) * * 48.16 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 61.41 * Top Width (ft) * * 61.41 * * * Vel Total (ft/s) * 4.15 * Avg. Vel. (ft/s) * * 4.15 * * * Max Chl Dpth (ft) * 1.17 * Hydr. Depth (ft) * * 0.78 * * * Conv. Total (cfs) * 1216.1 * Conv. (cfs) * * 1216.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 61.48 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.49 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2812.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2811.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2811.70 * Flow Area (sq ft) * * 95.52 * * * E.G. Slope (ft/ft) *0.027021 * Area (sq ft) * * 95.52 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 85.99 * Top Width (ft) * * 85.99 * * * Vel Total (ft/s) * 5.23 * Avg. Vel. (ft/s) * * 5.23 * * * Max Chl Dpth (ft) * 1.81 * Hydr. Depth (ft) * * 1.11 * * * Conv. Total (cfs) * 3041.7 * Conv. (cfs) * * 3041.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 86.11 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 1.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.79 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2813.08 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2812.46 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2812.37 * Flow Area (sq ft) * * 157.60 * * * E.G. Slope (ft/ft) *0.027023 * Area (sq ft) * * 158.80 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 111.49 * Top Width (ft) * * 111.49 * * * Vel Total (ft/s) * 6.35 * Avg. Vel. (ft/s) * * 6.35 * * * Max Chl Dpth (ft) * 2.45 * Hydr. Depth (ft) * * 1.48 * * * Conv. Total (cfs) * 6083.3 * Conv. (cfs) * * 6083.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 106.47 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2814.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.68 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2813.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2813.38 * Flow Area (sq ft) * * 302.02 * * * E.G. Slope (ft/ft) *0.027038 * Area (sq ft) * * 315.81 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 213.19 * Top Width (ft) * * 213.19 * * * Vel Total (ft/s) * 6.62 * Avg. Vel. (ft/s) * * 6.62 * * * Max Chl Dpth (ft) * 3.48 * Hydr. Depth (ft) * * 1.58 * * * Conv. Total (cfs) * 12163.1 * Conv. (cfs) * * 12163.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 191.45 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 17.63 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2814.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2814.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2813.97 * Flow Area (sq ft) * * 472.29 * * * E.G. Slope (ft/ft) *0.027041 * Area (sq ft) * * 472.29 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 318.15 * Top Width (ft) * * 318.15 * * * Vel Total (ft/s) * 6.35 * Avg. Vel. (ft/s) * * 6.35 * * * Max Chl Dpth (ft) * 4.10 * Hydr. Depth (ft) * * 1.48 * * * Conv. Total (cfs) * 18243.5 * Conv. (cfs) * * 18243.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 318.71 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 2.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.89 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Note: Multiple critical depths were found at this location. water surface was used. The critical depth with the lowest, valid, CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2815.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2814.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2814.75 * Flow Area (sq ft) * * 731.03 * * * E.G. Slope (ft/ft) *0.027028 * Area (sq ft) * * 731.03 * * * Q Total (cfs) * 5400.00 * Flow (cfs) * * 5400.00 * * * Top Width (ft) * 392.65 * Top Width (ft) * * 392.65 * * * Vel Total (ft/s) * 7.39 * Avg. Vel. (ft/s) * * 7.39 * * * Max Chl Dpth (ft) * 4.83 * Hydr. Depth (ft) * * 1.86 * * * Conv. Total (cfs) * 32846.5 * Conv. (cfs) * * 32846.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 393.22 * * * Min Ch El (ft) * 2810.00 * Shear (lb/sq ft) * * 3.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 23.17 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: The cross section had to be extended vertically during the critical depth calculations. CROSS SECTION RIVER: Reach #4 REACH: Reach-65 RS: 405 INPUT Description: Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2685 140.38 2684 150.9 2683 151.43 2683 248.37 2683 269.48 2683 318.86 2684 421.04 2685 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 421.04 .05 Bank Sta: Left 100 Right 421.04 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2683.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 14.37 * * * E.G. Slope (ft/ft) *0.009879 * Area (sq ft) * * 14.37 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 125.63 * Top Width (ft) * * 125.63 * * * Vel Total (ft/s) * 0.70 * Avg. Vel. (ft/s) * * 0.70 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 100.6 * Conv. (cfs) * * 100.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 125.64 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.07 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.05 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2683.48 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.43 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 55.81 * * * E.G. Slope (ft/ft) *0.012870 * Area (sq ft) * * 55.81 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 144.04 * Top Width (ft) * * 144.04 * * * Vel Total (ft/s) * 1.79 * Avg. Vel. (ft/s) * * 1.79 * * * Max Chl Dpth (ft) * 0.43 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 881.5 * Conv. (cfs) * * 881.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 144.06 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.56 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2683.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.63 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 86.23 * * * E.G. Slope (ft/ft) *0.013451 * Area (sq ft) * * 86.23 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 156.18 * Top Width (ft) * * 156.18 * * * Vel Total (ft/s) * 2.32 * Avg. Vel. (ft/s) * * 2.32 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 1724.4 * Conv. (cfs) * * 1724.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 156.21 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.08 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2684.06 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.92 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 134.98 * * * E.G. Slope (ft/ft) *0.013942 * Area (sq ft) * * 134.98 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 173.87 * Top Width (ft) * * 173.87 * * * Vel Total (ft/s) * 2.96 * Avg. Vel. (ft/s) * * 2.96 * * * Max Chl Dpth (ft) * 0.92 * Hydr. Depth (ft) * * 0.78 * * * Conv. Total (cfs) * 3387.7 * Conv. (cfs) * * 3387.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 173.93 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.00 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2684.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.18 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 182.01 * * * E.G. Slope (ft/ft) *0.014282 * Area (sq ft) * * 182.01 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 203.47 * Top Width (ft) * * 203.47 * * * Vel Total (ft/s) * 3.30 * Avg. Vel. (ft/s) * * 3.30 * * * Max Chl Dpth (ft) * 1.18 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 5020.5 * Conv. (cfs) * * 5020.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 203.53 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.63 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2684.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 228.50 * * * E.G. Slope (ft/ft) *0.014315 * Area (sq ft) * * 228.50 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 233.78 * Top Width (ft) * * 233.78 * * * Vel Total (ft/s) * 3.50 * Avg. Vel. (ft/s) * * 3.50 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.98 * * * Conv. Total (cfs) * 6686.5 * Conv. (cfs) * * 6686.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 233.85 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.06 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2684.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.56 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 271.79 * * * E.G. Slope (ft/ft) *0.014366 * Area (sq ft) * * 271.79 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 258.84 * Top Width (ft) * * 258.84 * * * Vel Total (ft/s) * 3.68 * Avg. Vel. (ft/s) * * 3.68 * * * Max Chl Dpth (ft) * 1.56 * Hydr. Depth (ft) * * 1.05 * * * Conv. Total (cfs) * 8343.1 * Conv. (cfs) * * 8343.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 258.91 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.94 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.46 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2685.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2685.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 399.39 * * * E.G. Slope (ft/ft) *0.014449 * Area (sq ft) * * 399.39 * * * Q Total (cfs) * 1650.00 * Flow (cfs) * * 1650.00 * * * Top Width (ft) * 321.04 * Top Width (ft) * * 321.04 * * * Vel Total (ft/s) * 4.13 * Avg. Vel. (ft/s) * * 4.13 * * * Max Chl Dpth (ft) * 2.00 * Hydr. Depth (ft) * * 1.24 * * * Conv. Total (cfs) * 13726.8 * Conv. (cfs) * * 13726.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 321.12 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.63 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #4 REACH: Reach-65 RS: 400 INPUT Description: Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2685 140.38 2684 150.9 2683 151.43 2683 248.37 2683 269.48 2683 318.86 2684 421.04 2685 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 421.04 .05 Bank Sta: Left 100 Right 421.04 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2683.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.06 * Flow Area (sq ft) * * 12.57 * * * E.G. Slope (ft/ft) *0.015306 * Area (sq ft) * * 12.57 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 124.77 * Top Width (ft) * * 124.77 * * * Vel Total (ft/s) * 0.80 * Avg. Vel. (ft/s) * * 0.80 * * * Max Chl Dpth (ft) * 0.10 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 80.8 * Conv. (cfs) * * 80.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 124.77 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.08 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2683.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.40 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.27 * Flow Area (sq ft) * * 52.80 * * * E.G. Slope (ft/ft) *0.015303 * Area (sq ft) * * 52.80 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 142.78 * Top Width (ft) * * 142.78 * * * Vel Total (ft/s) * 1.89 * Avg. Vel. (ft/s) * * 1.89 * * * Max Chl Dpth (ft) * 0.40 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 808.4 * Conv. (cfs) * * 808.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 142.81 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.67 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2683.70 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.61 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.43 * Flow Area (sq ft) * * 82.66 * * * E.G. Slope (ft/ft) *0.015305 * Area (sq ft) * * 82.66 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 154.80 * Top Width (ft) * * 154.80 * * * Vel Total (ft/s) * 2.42 * Avg. Vel. (ft/s) * * 2.42 * * * Max Chl Dpth (ft) * 0.60 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1616.7 * Conv. (cfs) * * 1616.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 154.84 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.23 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2684.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.66 * Flow Area (sq ft) * * 130.75 * * * E.G. Slope (ft/ft) *0.015328 * Area (sq ft) * * 130.75 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 172.41 * Top Width (ft) * * 172.41 * * * Vel Total (ft/s) * 3.06 * Avg. Vel. (ft/s) * * 3.06 * * * Max Chl Dpth (ft) * 0.90 * Hydr. Depth (ft) * * 0.76 * * * Conv. Total (cfs) * 3230.9 * Conv. (cfs) * * 3230.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 172.46 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2684.33 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.15 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.86 * Flow Area (sq ft) * * 176.94 * * * E.G. Slope (ft/ft) *0.015326 * Area (sq ft) * * 176.94 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 199.88 * Top Width (ft) * * 199.88 * * * Vel Total (ft/s) * 3.39 * Avg. Vel. (ft/s) * * 3.39 * * * Max Chl Dpth (ft) * 1.15 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 4846.6 * Conv. (cfs) * * 4846.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 199.95 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.87 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2684.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2684.03 * Flow Area (sq ft) * * 222.55 * * * E.G. Slope (ft/ft) *0.015305 * Area (sq ft) * * 222.55 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 230.13 * Top Width (ft) * * 230.13 * * * Vel Total (ft/s) * 3.59 * Avg. Vel. (ft/s) * * 3.59 * * * Max Chl Dpth (ft) * 1.36 * Hydr. Depth (ft) * * 0.97 * * * Conv. Total (cfs) * 6466.6 * Conv. (cfs) * * 6466.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 230.19 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2684.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.54 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2684.19 * Flow Area (sq ft) * * 265.14 * * * E.G. Slope (ft/ft) *0.015307 * Area (sq ft) * * 265.14 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 255.15 * Top Width (ft) * * 255.15 * * * Vel Total (ft/s) * 3.77 * Avg. Vel. (ft/s) * * 3.77 * * * Max Chl Dpth (ft) * 1.54 * Hydr. Depth (ft) * * 1.04 * * * Conv. Total (cfs) * 8082.5 * Conv. (cfs) * * 8082.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 255.22 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.99 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2685.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.98 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2684.60 * Flow Area (sq ft) * * 390.96 * * * E.G. Slope (ft/ft) *0.015302 * Area (sq ft) * * 390.96 * * * Q Total (cfs) * 1650.00 * Flow (cfs) * * 1650.00 * * * Top Width (ft) * 317.77 * Top Width (ft) * * 317.77 * * * Vel Total (ft/s) * 4.22 * Avg. Vel. (ft/s) * * 4.22 * * * Max Chl Dpth (ft) * 1.98 * Hydr. Depth (ft) * * 1.23 * * * Conv. Total (cfs) * 13338.4 * Conv. (cfs) * * 13338.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 317.84 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 1.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.96 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #4 REACH: Reach-66 RS: 405 INPUT Description: Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2685 140.38 2684 150.9 2683 151.43 2683 248.37 2683 269.48 2683 318.86 2684 421.04 2685 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 421.04 .05 Bank Sta: Left 100 Right 421.04 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2683.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 14.12 * * * E.G. Slope (ft/ft) *0.010449 * Area (sq ft) * * 14.12 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 125.51 * Top Width (ft) * * 125.51 * * * Vel Total (ft/s) * 0.71 * Avg. Vel. (ft/s) * * 0.71 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 97.8 * Conv. (cfs) * * 97.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 125.52 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.07 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.05 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2683.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.41 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 53.50 * * * E.G. Slope (ft/ft) *0.014688 * Area (sq ft) * * 53.50 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 143.08 * Top Width (ft) * * 143.08 * * * Vel Total (ft/s) * 1.87 * Avg. Vel. (ft/s) * * 1.87 * * * Max Chl Dpth (ft) * 0.41 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 825.1 * Conv. (cfs) * * 825.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 143.10 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.64 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2683.69 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.60 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 82.32 * * * E.G. Slope (ft/ft) *0.015499 * Area (sq ft) * * 82.32 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 154.67 * Top Width (ft) * * 154.67 * * * Vel Total (ft/s) * 2.43 * Avg. Vel. (ft/s) * * 2.43 * * * Max Chl Dpth (ft) * 0.60 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1606.5 * Conv. (cfs) * * 1606.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 154.71 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.25 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2684.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.89 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 128.70 * * * E.G. Slope (ft/ft) *0.016071 * Area (sq ft) * * 128.70 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 171.69 * Top Width (ft) * * 171.69 * * * Vel Total (ft/s) * 3.11 * Avg. Vel. (ft/s) * * 3.11 * * * Max Chl Dpth (ft) * 0.89 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 3155.3 * Conv. (cfs) * * 3155.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 171.75 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.34 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2684.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 171.76 * * * E.G. Slope (ft/ft) *0.016500 * Area (sq ft) * * 171.76 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 196.16 * Top Width (ft) * * 196.16 * * * Vel Total (ft/s) * 3.49 * Avg. Vel. (ft/s) * * 3.49 * * * Max Chl Dpth (ft) * 1.12 * Hydr. Depth (ft) * * 0.88 * * * Conv. Total (cfs) * 4671.0 * Conv. (cfs) * * 4671.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 196.22 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.90 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.15 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2684.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.34 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 216.42 * * * E.G. Slope (ft/ft) *0.016426 * Area (sq ft) * * 216.42 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 226.30 * Top Width (ft) * * 226.30 * * * Vel Total (ft/s) * 3.70 * Avg. Vel. (ft/s) * * 3.70 * * * Max Chl Dpth (ft) * 1.34 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 6242.0 * Conv. (cfs) * * 6242.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 226.37 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.98 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.62 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2684.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.51 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 257.48 * * * E.G. Slope (ft/ft) *0.016499 * Area (sq ft) * * 257.48 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 250.84 * Top Width (ft) * * 250.84 * * * Vel Total (ft/s) * 3.88 * Avg. Vel. (ft/s) * * 3.88 * * * Max Chl Dpth (ft) * 1.51 * Hydr. Depth (ft) * * 1.03 * * * Conv. Total (cfs) * 7785.2 * Conv. (cfs) * * 7785.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 250.91 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 1.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.11 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2685.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 396.26 * * * E.G. Slope (ft/ft) *0.016622 * Area (sq ft) * * 396.26 * * * Q Total (cfs) * 1750.00 * Flow (cfs) * * 1750.00 * * * Top Width (ft) * 320.14 * Top Width (ft) * * 320.14 * * * Vel Total (ft/s) * 4.42 * Avg. Vel. (ft/s) * * 4.42 * * * Max Chl Dpth (ft) * 1.99 * Hydr. Depth (ft) * * 1.24 * * * Conv. Total (cfs) * 13573.6 * Conv. (cfs) * * 13573.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 320.21 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 1.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.67 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #4 REACH: Reach-66 RS: 400 INPUT Description: Station Elevation Data Sta Elev Sta num= Elev 8 Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2685 140.38 2684 150.9 2683 151.43 2683 248.37 2683 269.48 2683 318.86 2684 421.04 2685 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 421.04 .05 Bank Sta: Left 100 Right 421.04 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2683.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.06 * Flow Area (sq ft) * * 12.02 * * * E.G. Slope (ft/ft) *0.017707 * Area (sq ft) * * 12.02 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 124.50 * Top Width (ft) * * 124.50 * * * Vel Total (ft/s) * 0.83 * Avg. Vel. (ft/s) * * 0.83 * * * Max Chl Dpth (ft) * 0.10 * Hydr. Depth (ft) * * 0.10 * * * Conv. Total (cfs) * 75.1 * Conv. (cfs) * * 75.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 124.51 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2683.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.39 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.27 * Flow Area (sq ft) * * 50.41 * * * E.G. Slope (ft/ft) *0.017697 * Area (sq ft) * * 50.41 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 141.77 * Top Width (ft) * * 141.77 * * * Vel Total (ft/s) * 1.98 * Avg. Vel. (ft/s) * * 1.98 * * * Max Chl Dpth (ft) * 0.39 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 751.7 * Conv. (cfs) * * 751.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 141.80 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2683.68 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.43 * Flow Area (sq ft) * * 78.79 * * * E.G. Slope (ft/ft) *0.017727 * Area (sq ft) * * 78.79 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 153.30 * Top Width (ft) * * 153.30 * * * Vel Total (ft/s) * 2.54 * Avg. Vel. (ft/s) * * 2.54 * * * Max Chl Dpth (ft) * 0.58 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1502.1 * Conv. (cfs) * * 1502.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 153.33 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2684.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2683.86 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.66 * Flow Area (sq ft) * * 124.61 * * * E.G. Slope (ft/ft) *0.017699 * Area (sq ft) * * 124.61 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 170.26 * Top Width (ft) * * 170.26 * * * Vel Total (ft/s) * 3.21 * Avg. Vel. (ft/s) * * 3.21 * * * Max Chl Dpth (ft) * 0.86 * Hydr. Depth (ft) * * 0.73 * * * Conv. Total (cfs) * 3006.7 * Conv. (cfs) * * 3006.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 170.31 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2684.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2683.86 * Flow Area (sq ft) * * 166.97 * * * E.G. Slope (ft/ft) *0.017701 * Area (sq ft) * * 166.97 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 192.65 * Top Width (ft) * * 192.65 * * * Vel Total (ft/s) * 3.59 * Avg. Vel. (ft/s) * * 3.59 * * * Max Chl Dpth (ft) * 1.10 * Hydr. Depth (ft) * * 0.87 * * * Conv. Total (cfs) * 4509.8 * Conv. (cfs) * * 4509.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 192.70 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 0.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2684.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2684.03 * Flow Area (sq ft) * * 210.07 * * * E.G. Slope (ft/ft) *0.017711 * Area (sq ft) * * 210.07 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 222.26 * Top Width (ft) * * 222.26 * * * Vel Total (ft/s) * 3.81 * Avg. Vel. (ft/s) * * 3.81 * * * Max Chl Dpth (ft) * 1.31 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 6011.3 * Conv. (cfs) * * 6011.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 222.33 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 1.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2684.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.48 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2684.19 * Flow Area (sq ft) * * 250.32 * * * E.G. Slope (ft/ft) *0.017732 * Area (sq ft) * * 250.32 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 246.73 * Top Width (ft) * * 246.73 * * * Vel Total (ft/s) * 3.99 * Avg. Vel. (ft/s) * * 3.99 * * * Max Chl Dpth (ft) * 1.48 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 7509.6 * Conv. (cfs) * * 7509.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 246.80 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.49 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2685.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2684.96 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2684.65 * Flow Area (sq ft) * * 386.78 * * * E.G. Slope (ft/ft) *0.017700 * Area (sq ft) * * 386.78 * * * Q Total (cfs) * 1750.00 * Flow (cfs) * * 1750.00 * * * Top Width (ft) * 315.89 * Top Width (ft) * * 315.89 * * * Vel Total (ft/s) * 4.52 * Avg. Vel. (ft/s) * * 4.52 * * * Max Chl Dpth (ft) * 1.96 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 13153.7 * Conv. (cfs) * * 13153.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 315.96 * * * Min Ch El (ft) * 2683.00 * Shear (lb/sq ft) * * 1.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.12 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #5 REACH: Reach-48-50-50 RS: 505 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2600 147.71 2600 167.28 2600 180.62 2600 250.31 2599 265.73 2598 268.16 2598 270.14 2598 273.16 2598 301.53 2598 313.43 2598 556.26 2598 569.41 2597 592.62 2597 598.96 2597 601.63 2597 615.77 2597 616.27 2597 632.06 2598 692.05 2598 702.2 2598 707.08 2598 718.03 2598 755.61 2599 772.61 2599 804.36 2599 805.7 2599 806.83 2599 883.64 2600 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 883.64 .05 Bank Sta: Left 100 Right 883.64 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2597.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.87 * * * E.G. Slope (ft/ft) *0.010820 * Area (sq ft) * * 9.87 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.60 * Top Width (ft) * * 52.60 * * * Vel Total (ft/s) * 1.01 * Avg. Vel. (ft/s) * * 1.01 * * * Max Chl Dpth (ft) * 0.20 * Hydr. Depth (ft) * * 0.19 * * * Conv. Total (cfs) * 96.1 * Conv. (cfs) * * 96.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 52.62 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.13 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2597.81 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.72 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 41.24 * * * E.G. Slope (ft/ft) *0.012906 * Area (sq ft) * * 41.24 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 67.70 * Top Width (ft) * * 67.70 * * * Vel Total (ft/s) * 2.42 * Avg. Vel. (ft/s) * * 2.42 * * * Max Chl Dpth (ft) * 0.72 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 880.3 * Conv. (cfs) * * 880.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 67.75 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.19 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2598.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.17 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 138.61 * * * E.G. Slope (ft/ft) *0.011714 * Area (sq ft) * * 138.61 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 461.27 * Top Width (ft) * * 461.27 * * * Vel Total (ft/s) * 1.44 * Avg. Vel. (ft/s) * * 1.44 * * * Max Chl Dpth (ft) * 1.17 * Hydr. Depth (ft) * * 0.30 * * * Conv. Total (cfs) * 1847.9 * Conv. (cfs) * * 1847.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 461.34 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.32 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2598.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.38 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 237.55 * * * E.G. Slope (ft/ft) *0.012551 * Area (sq ft) * * 237.55 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 472.50 * Top Width (ft) * * 472.50 * * * Vel Total (ft/s) * 2.10 * Avg. Vel. (ft/s) * * 2.10 * * * Max Chl Dpth (ft) * 1.38 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 4463.1 * Conv. (cfs) * * 4463.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 472.59 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.83 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2598.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 360.30 * * * E.G. Slope (ft/ft) *0.013005 * Area (sq ft) * * 360.30 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 486.07 * Top Width (ft) * * 486.07 * * * Vel Total (ft/s) * 2.78 * Avg. Vel. (ft/s) * * 2.78 * * * Max Chl Dpth (ft) * 1.64 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 8768.7 * Conv. (cfs) * * 8768.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 486.17 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.67 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2599.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.06 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 575.75 * * * E.G. Slope (ft/ft) *0.013353 * Area (sq ft) * * 575.75 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 565.82 * Top Width (ft) * * 565.82 * * * Vel Total (ft/s) * 3.47 * Avg. Vel. (ft/s) * * 3.47 * * * Max Chl Dpth (ft) * 2.06 * Hydr. Depth (ft) * * 1.02 * * * Conv. Total (cfs) * 17307.7 * Conv. (cfs) * * 17307.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 565.94 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.95 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2599.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 754.65 * * * E.G. Slope (ft/ft) *0.013488 * Area (sq ft) * * 754.65 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 610.38 * Top Width (ft) * * 610.38 * * * Vel Total (ft/s) * 3.98 * Avg. Vel. (ft/s) * * 3.98 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.24 * * * Conv. Total (cfs) * 25831.1 * Conv. (cfs) * * 25831.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 610.50 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.14 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2600.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2600.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1171.43 * * * E.G. Slope (ft/ft) *0.015798 * Area (sq ft) * * 1171.43 * * * Q Total (cfs) * 5720.00 * Flow (cfs) * * 5720.00 * * * Top Width (ft) * 783.64 * Top Width (ft) * * 783.64 * * * Vel Total (ft/s) * 4.88 * Avg. Vel. (ft/s) * * 4.88 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.49 * * * Conv. Total (cfs) * 45508.5 * Conv. (cfs) * * 45508.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 783.77 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.20 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #5 REACH: Reach-48-50-50 RS: 500 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2600 147.71 2600 167.28 2600 180.62 2600 250.31 2599 265.73 2598 268.16 2598 270.14 2598 273.16 2598 301.53 2598 313.43 2598 556.26 2598 569.41 2597 592.62 2597 598.96 2597 601.63 2597 615.77 2597 616.27 2597 632.06 2598 692.05 2598 702.2 2598 707.08 2598 718.03 2598 755.61 2599 772.61 2599 804.36 2599 805.7 2599 806.83 2599 883.64 2600 Manning's n Values Sta n Val Sta num= n Val 3 Sta n Val ************************************************ 100 .05 100 .05 883.64 .05 Bank Sta: Left 100 Right 883.64 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2597.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2597.11 * Flow Area (sq ft) * * 9.07 * * * E.G. Slope (ft/ft) *0.014209 * Area (sq ft) * * 9.07 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.16 * Top Width (ft) * * 52.16 * * * Vel Total (ft/s) * 1.10 * Avg. Vel. (ft/s) * * 1.10 * * * Max Chl Dpth (ft) * 0.18 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 83.9 * Conv. (cfs) * * 83.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 52.17 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.17 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2597.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.70 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2597.49 * Flow Area (sq ft) * * 39.94 * * * E.G. Slope (ft/ft) *0.014202 * Area (sq ft) * * 39.94 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 67.14 * Top Width (ft) * * 67.14 * * * Vel Total (ft/s) * 2.50 * Avg. Vel. (ft/s) * * 2.50 * * * Max Chl Dpth (ft) * 0.70 * Hydr. Depth (ft) * * 0.59 * * * Conv. Total (cfs) * 839.1 * Conv. (cfs) * * 839.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 67.19 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2598.19 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.15 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2597.76 * Flow Area (sq ft) * * 130.74 * * * E.G. Slope (ft/ft) *0.014198 * Area (sq ft) * * 130.74 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 460.36 * Top Width (ft) * * 460.36 * * * Vel Total (ft/s) * 1.53 * Avg. Vel. (ft/s) * * 1.53 * * * Max Chl Dpth (ft) * 1.15 * Hydr. Depth (ft) * * 0.28 * * * Conv. Total (cfs) * 1678.5 * Conv. (cfs) * * 1678.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 460.44 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.39 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2598.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.36 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.20 * Flow Area (sq ft) * * 228.68 * * * E.G. Slope (ft/ft) *0.014209 * Area (sq ft) * * 228.68 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 471.50 * Top Width (ft) * * 471.50 * * * Vel Total (ft/s) * 2.19 * Avg. Vel. (ft/s) * * 2.19 * * * Max Chl Dpth (ft) * 1.36 * Hydr. Depth (ft) * * 0.49 * * * Conv. Total (cfs) * 4194.6 * Conv. (cfs) * * 4194.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 471.59 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.94 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2598.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.62 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.40 * Flow Area (sq ft) * * 350.58 * * * E.G. Slope (ft/ft) *0.014205 * Area (sq ft) * * 350.58 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 485.01 * Top Width (ft) * * 485.01 * * * Vel Total (ft/s) * 2.85 * Avg. Vel. (ft/s) * * 2.85 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 8390.2 * Conv. (cfs) * * 8390.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 485.11 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.83 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2599.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.04 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.70 * Flow Area (sq ft) * * 563.90 * * * E.G. Slope (ft/ft) *0.014208 * Area (sq ft) * * 563.90 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 562.74 * Top Width (ft) * * 562.74 * * * Vel Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * * 3.55 * * * Max Chl Dpth (ft) * 2.04 * Hydr. Depth (ft) * * 1.00 * * * Conv. Total (cfs) * 16779.0 * Conv. (cfs) * * 16779.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 562.86 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2599.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.98 * Flow Area (sq ft) * * 741.57 * * * E.G. Slope (ft/ft) *0.014200 * Area (sq ft) * * 741.57 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 607.24 * Top Width (ft) * * 607.24 * * * Vel Total (ft/s) * 4.05 * Avg. Vel. (ft/s) * * 4.05 * * * Max Chl Dpth (ft) * 2.35 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 25175.8 * Conv. (cfs) * * 25175.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 607.36 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.38 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2600.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.98 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2599.53 * Flow Area (sq ft) * * 1155.51 * * * E.G. Slope (ft/ft) *0.014226 * Area (sq ft) * * 1155.51 * * * Q Total (cfs) * 5720.00 * Flow (cfs) * * 5720.00 * * * Top Width (ft) * 700.02 * Top Width (ft) * * 700.02 * * * Vel Total (ft/s) * 4.95 * Avg. Vel. (ft/s) * * 4.95 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.65 * * * Conv. Total (cfs) * 47957.7 * Conv. (cfs) * * 47957.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 700.14 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #5 REACH: Reach-48-50-48 RS: 505 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2600 147.71 2600 167.28 2600 180.62 2600 250.31 2599 265.73 2598 268.16 2598 270.14 2598 273.16 2598 301.53 2598 313.43 2598 556.26 2598 569.41 2597 592.62 2597 598.96 2597 601.63 2597 615.77 2597 616.27 2597 632.06 2598 692.05 2598 702.2 2598 707.08 2598 718.03 2598 755.61 2599 772.61 2599 804.36 2599 805.7 2599 806.83 2599 883.64 2600 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 883.64 .05 Bank Sta: Left 100 Right 883.64 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2597.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.67 * * * E.G. Slope (ft/ft) *0.011572 * Area (sq ft) * * 9.67 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.49 * Top Width (ft) * * 52.49 * * * Vel Total (ft/s) * 1.03 * Avg. Vel. (ft/s) * * 1.03 * * * Max Chl Dpth (ft) * 0.19 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 93.0 * Conv. (cfs) * * 93.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 52.50 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.14 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2597.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.70 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 39.97 * * * E.G. Slope (ft/ft) *0.014168 * Area (sq ft) * * 39.97 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 67.15 * Top Width (ft) * * 67.15 * * * Vel Total (ft/s) * 2.50 * Avg. Vel. (ft/s) * * 2.50 * * * Max Chl Dpth (ft) * 0.70 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 840.1 * Conv. (cfs) * * 840.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 67.20 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.32 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2598.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.16 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 135.24 * * * E.G. Slope (ft/ft) *0.012703 * Area (sq ft) * * 135.24 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 460.88 * Top Width (ft) * * 460.88 * * * Vel Total (ft/s) * 1.48 * Avg. Vel. (ft/s) * * 1.48 * * * Max Chl Dpth (ft) * 1.16 * Hydr. Depth (ft) * * 0.29 * * * Conv. Total (cfs) * 1774.5 * Conv. (cfs) * * 1774.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 460.96 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.23 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.34 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2598.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 231.10 * * * E.G. Slope (ft/ft) *0.013730 * Area (sq ft) * * 231.10 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 471.77 * Top Width (ft) * * 471.77 * * * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * * 2.16 * * * Max Chl Dpth (ft) * 1.37 * Hydr. Depth (ft) * * 0.49 * * * Conv. Total (cfs) * 4267.2 * Conv. (cfs) * * 4267.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 471.86 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.91 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2598.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.62 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 349.75 * * * E.G. Slope (ft/ft) *0.014314 * Area (sq ft) * * 349.75 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 484.92 * Top Width (ft) * * 484.92 * * * Vel Total (ft/s) * 2.86 * Avg. Vel. (ft/s) * * 2.86 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 8358.2 * Conv. (cfs) * * 8358.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 485.02 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.84 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2599.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.03 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 557.46 * * * E.G. Slope (ft/ft) *0.014704 * Area (sq ft) * * 557.46 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 561.06 * Top Width (ft) * * 561.06 * * * Vel Total (ft/s) * 3.59 * Avg. Vel. (ft/s) * * 3.59 * * * Max Chl Dpth (ft) * 2.03 * Hydr. Depth (ft) * * 0.99 * * * Conv. Total (cfs) * 16493.4 * Conv. (cfs) * * 16493.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 561.18 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.27 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2599.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 730.03 * * * E.G. Slope (ft/ft) *0.014870 * Area (sq ft) * * 730.03 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 604.45 * Top Width (ft) * * 604.45 * * * Vel Total (ft/s) * 4.11 * Avg. Vel. (ft/s) * * 4.11 * * * Max Chl Dpth (ft) * 2.33 * Hydr. Depth (ft) * * 1.21 * * * Conv. Total (cfs) * 24601.8 * Conv. (cfs) * * 24601.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 604.57 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.61 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2600.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1157.39 * * * E.G. Slope (ft/ft) *0.015065 * Area (sq ft) * * 1157.39 * * * Q Total (cfs) * 5900.00 * Flow (cfs) * * 5900.00 * * * Top Width (ft) * 700.41 * Top Width (ft) * * 700.41 * * * Vel Total (ft/s) * 5.10 * Avg. Vel. (ft/s) * * 5.10 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.65 * * * Conv. Total (cfs) * 48069.9 * Conv. (cfs) * * 48069.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 700.54 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.92 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #5 REACH: Reach-48-50-48 RS: 500 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2600 147.71 2600 167.28 2600 180.62 2600 250.31 2599 265.73 2598 268.16 2598 270.14 2598 273.16 2598 301.53 2598 313.43 2598 556.26 2598 569.41 2597 592.62 2597 598.96 2597 601.63 2597 615.77 2597 616.27 2597 632.06 2598 692.05 2598 702.2 2598 707.08 2598 718.03 2598 755.61 2599 772.61 2599 804.36 2599 805.7 2599 806.83 2599 883.64 2600 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 883.64 .05 Bank Sta: Left 100 Right 883.64 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2597.20 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.18 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2597.11 * Flow Area (sq ft) * * 8.79 * * * E.G. Slope (ft/ft) *0.015711 * Area (sq ft) * * 8.79 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.00 * Top Width (ft) * * 52.00 * * * Vel Total (ft/s) * 1.14 * Avg. Vel. (ft/s) * * 1.14 * * * Max Chl Dpth (ft) * 0.18 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 79.8 * Conv. (cfs) * * 79.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 52.02 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2597.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2597.68 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2597.49 * Flow Area (sq ft) * * 38.62 * * * E.G. Slope (ft/ft) *0.015708 * Area (sq ft) * * 38.62 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 66.57 * Top Width (ft) * * 66.57 * * * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.59 * * * Max Chl Dpth (ft) * 0.68 * Hydr. Depth (ft) * * 0.58 * * * Conv. Total (cfs) * 797.9 * Conv. (cfs) * * 797.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 66.61 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.47 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2598.18 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.14 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2597.76 * Flow Area (sq ft) * * 126.81 * * * E.G. Slope (ft/ft) *0.015699 * Area (sq ft) * * 126.81 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 459.91 * Top Width (ft) * * 459.91 * * * Vel Total (ft/s) * 1.58 * Avg. Vel. (ft/s) * * 1.58 * * * Max Chl Dpth (ft) * 1.14 * Hydr. Depth (ft) * * 0.28 * * * Conv. Total (cfs) * 1596.2 * Conv. (cfs) * * 1596.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 459.98 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2598.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.20 * Flow Area (sq ft) * * 221.78 * * * E.G. Slope (ft/ft) *0.015702 * Area (sq ft) * * 221.78 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 470.73 * Top Width (ft) * * 470.73 * * * Vel Total (ft/s) * 2.25 * Avg. Vel. (ft/s) * * 2.25 * * * Max Chl Dpth (ft) * 1.35 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 3990.2 * Conv. (cfs) * * 3990.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 470.81 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.04 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2598.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2598.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.40 * Flow Area (sq ft) * * 339.70 * * * E.G. Slope (ft/ft) *0.015728 * Area (sq ft) * * 339.70 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 483.82 * Top Width (ft) * * 483.82 * * * Vel Total (ft/s) * 2.94 * Avg. Vel. (ft/s) * * 2.94 * * * Max Chl Dpth (ft) * 1.59 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 7973.8 * Conv. (cfs) * * 7973.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 483.92 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2599.22 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.01 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.70 * Flow Area (sq ft) * * 545.30 * * * E.G. Slope (ft/ft) *0.015706 * Area (sq ft) * * 545.30 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 557.88 * Top Width (ft) * * 557.88 * * * Vel Total (ft/s) * 3.67 * Avg. Vel. (ft/s) * * 3.67 * * * Max Chl Dpth (ft) * 2.01 * Hydr. Depth (ft) * * 0.98 * * * Conv. Total (cfs) * 15958.7 * Conv. (cfs) * * 15958.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 557.99 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 0.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2599.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2598.98 * Flow Area (sq ft) * * 716.64 * * * E.G. Slope (ft/ft) *0.015703 * Area (sq ft) * * 716.64 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 601.19 * Top Width (ft) * * 601.19 * * * Vel Total (ft/s) * 4.19 * Avg. Vel. (ft/s) * * 4.19 * * * Max Chl Dpth (ft) * 2.30 * Hydr. Depth (ft) * * 1.19 * * * Conv. Total (cfs) * 23940.3 * Conv. (cfs) * * 23940.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 601.31 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.89 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2600.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.42 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2599.96 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2599.56 * Flow Area (sq ft) * * 1140.85 * * * E.G. Slope (ft/ft) *0.015701 * Area (sq ft) * * 1140.85 * * * Q Total (cfs) * 5900.00 * Flow (cfs) * * 5900.00 * * * Top Width (ft) * 696.94 * Top Width (ft) * * 696.94 * * * Vel Total (ft/s) * 5.17 * Avg. Vel. (ft/s) * * 5.17 * * * Max Chl Dpth (ft) * 2.96 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 47085.6 * Conv. (cfs) * * 47085.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 697.07 * * * Min Ch El (ft) * 2597.00 * Shear (lb/sq ft) * * 1.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #6 REACH: Reach-38 RS: 605 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2670 132.2 2669 148.68 2669 154.06 2669 245.63 2668 263.83 2667 297.92 2667 298.55 2667 314.82 2667 320.31 2667 328.83 2666 332.82 2665 350.17 2665 354.01 2666 358.02 2667 376.42 2667 403.89 2667 409.58 2667 413.96 2667 423.93 2668 474.68 2669 479.51 2669 520.48 2669 529.61 2669 530.05 2669 553.07 2669 555.04 2669 668.19 2670 669.07 2670 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 669.07 .05 Bank Sta: Left 100 Right 669.07 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2665.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2665.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 12.75 * * * E.G. Slope (ft/ft) *0.001487 * Area (sq ft) * * 12.75 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.38 * Top Width (ft) * * 22.38 * * * Vel Total (ft/s) * 0.78 * Avg. Vel. (ft/s) * * 0.78 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.57 * * * Conv. Total (cfs) * 259.3 * Conv. (cfs) * * 259.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 22.54 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.04 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2667.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.38 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 111.50 * * * E.G. Slope (ft/ft) *0.001489 * Area (sq ft) * * 111.50 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 160.78 * Top Width (ft) * * 160.78 * * * Vel Total (ft/s) * 0.90 * Avg. Vel. (ft/s) * * 0.90 * * * Max Chl Dpth (ft) * 2.38 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 2591.1 * Conv. (cfs) * * 2591.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 161.25 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.06 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2667.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.75 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 173.23 * * * E.G. Slope (ft/ft) *0.001492 * Area (sq ft) * * 173.23 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 171.26 * Top Width (ft) * * 171.26 * * * Vel Total (ft/s) * 1.15 * Avg. Vel. (ft/s) * * 1.15 * * * Max Chl Dpth (ft) * 2.75 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5177.7 * Conv. (cfs) * * 5177.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 171.75 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.11 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2668.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2668.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 296.86 * * * E.G. Slope (ft/ft) *0.001497 * Area (sq ft) * * 296.86 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 233.55 * Top Width (ft) * * 233.55 * * * Vel Total (ft/s) * 1.35 * Avg. Vel. (ft/s) * * 1.35 * * * Max Chl Dpth (ft) * 3.39 * Hydr. Depth (ft) * * 1.27 * * * Conv. Total (cfs) * 10337.0 * Conv. (cfs) * * 10337.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 234.06 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.16 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2668.87 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2668.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 417.30 * * * E.G. Slope (ft/ft) *0.001498 * Area (sq ft) * * 417.30 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 298.04 * Top Width (ft) * * 298.04 * * * Vel Total (ft/s) * 1.44 * Avg. Vel. (ft/s) * * 1.44 * * * Max Chl Dpth (ft) * 3.84 * Hydr. Depth (ft) * * 1.40 * * * Conv. Total (cfs) * 15503.0 * Conv. (cfs) * * 15503.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 298.56 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2669.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.28 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 592.19 * * * E.G. Slope (ft/ft) *0.001495 * Area (sq ft) * * 592.19 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 464.07 * Top Width (ft) * * 464.07 * * * Vel Total (ft/s) * 1.35 * Avg. Vel. (ft/s) * * 1.35 * * * Max Chl Dpth (ft) * 4.28 * Hydr. Depth (ft) * * 1.28 * * * Conv. Total (cfs) * 20688.9 * Conv. (cfs) * * 20688.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 464.61 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.16 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2669.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.50 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 694.64 * * * E.G. Slope (ft/ft) *0.001496 * Area (sq ft) * * 694.64 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 495.12 * Top Width (ft) * * 495.12 * * * Vel Total (ft/s) * 1.44 * Avg. Vel. (ft/s) * * 1.44 * * * Max Chl Dpth (ft) * 4.50 * Hydr. Depth (ft) * * 1.40 * * * Conv. Total (cfs) * 25852.7 * Conv. (cfs) * * 25852.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 495.66 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2670.03 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 953.18 * * * E.G. Slope (ft/ft) *0.001496 * Area (sq ft) * * 953.18 * * * Q Total (cfs) * 1550.00 * Flow (cfs) * * 1550.00 * * * Top Width (ft) * 565.95 * Top Width (ft) * * 565.95 * * * Vel Total (ft/s) * 1.63 * Avg. Vel. (ft/s) * * 1.63 * * * Max Chl Dpth (ft) * 4.98 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 40072.7 * Conv. (cfs) * * 40072.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 566.50 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.26 * * * Frctn Loss (ft) * 0.00 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #6 REACH: Reach-38 RS: 600 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2670 132.2 2669 148.68 2669 154.06 2669 245.63 2668 263.83 2667 297.92 2667 298.55 2667 314.82 2667 320.31 2667 328.83 2666 332.82 2665 350.17 2665 354.01 2666 358.02 2667 376.42 2667 403.89 2667 409.58 2667 413.96 2667 423.93 2668 474.68 2669 479.51 2669 520.48 2669 529.61 2669 530.05 2669 553.07 2669 555.04 2669 668.19 2670 669.07 2670 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 669.07 .05 Bank Sta: Left 100 Right 669.07 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2665.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2665.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2665.22 * Flow Area (sq ft) * * 12.72 * * * E.G. Slope (ft/ft) *0.001501 * Area (sq ft) * * 12.72 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 22.36 * Top Width (ft) * * 22.36 * * * Vel Total (ft/s) * 0.79 * Avg. Vel. (ft/s) * * 0.79 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.57 * * * Conv. Total (cfs) * 258.1 * Conv. (cfs) * * 258.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 22.53 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.04 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2667.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.38 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2665.94 * Flow Area (sq ft) * * 111.22 * * * E.G. Slope (ft/ft) *0.001501 * Area (sq ft) * * 111.22 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 160.74 * Top Width (ft) * * 160.74 * * * Vel Total (ft/s) * 0.90 * Avg. Vel. (ft/s) * * 0.90 * * * Max Chl Dpth (ft) * 2.38 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 2581.0 * Conv. (cfs) * * 2581.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 161.20 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.06 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2667.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.75 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2666.44 * Flow Area (sq ft) * * 172.94 * * * E.G. Slope (ft/ft) *0.001500 * Area (sq ft) * * 172.94 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 171.21 * Top Width (ft) * * 171.21 * * * Vel Total (ft/s) * 1.16 * Avg. Vel. (ft/s) * * 1.16 * * * Max Chl Dpth (ft) * 2.75 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 5164.1 * Conv. (cfs) * * 5164.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 171.70 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2668.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2668.39 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2667.25 * Flow Area (sq ft) * * 296.46 * * * E.G. Slope (ft/ft) *0.001502 * Area (sq ft) * * 296.46 * * * Q Total (cfs) * 400.00 * Flow (cfs) * * 400.00 * * * Top Width (ft) * 233.30 * Top Width (ft) * * 233.30 * * * Vel Total (ft/s) * 1.35 * Avg. Vel. (ft/s) * * 1.35 * * * Max Chl Dpth (ft) * 3.39 * Hydr. Depth (ft) * * 1.27 * * * Conv. Total (cfs) * 10321.0 * Conv. (cfs) * * 10321.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 233.82 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2668.87 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2668.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2667.43 * Flow Area (sq ft) * * 416.79 * * * E.G. Slope (ft/ft) *0.001502 * Area (sq ft) * * 416.79 * * * Q Total (cfs) * 600.00 * Flow (cfs) * * 600.00 * * * Top Width (ft) * 297.79 * Top Width (ft) * * 297.79 * * * Vel Total (ft/s) * 1.44 * Avg. Vel. (ft/s) * * 1.44 * * * Max Chl Dpth (ft) * 3.84 * Hydr. Depth (ft) * * 1.40 * * * Conv. Total (cfs) * 15479.9 * Conv. (cfs) * * 15479.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 298.31 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2669.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2667.61 * Flow Area (sq ft) * * 591.40 * * * E.G. Slope (ft/ft) *0.001501 * Area (sq ft) * * 591.40 * * * Q Total (cfs) * 800.00 * Flow (cfs) * * 800.00 * * * Top Width (ft) * 463.83 * Top Width (ft) * * 463.83 * * * Vel Total (ft/s) * 1.35 * Avg. Vel. (ft/s) * * 1.35 * * * Max Chl Dpth (ft) * 4.28 * Hydr. Depth (ft) * * 1.28 * * * Conv. Total (cfs) * 20650.1 * Conv. (cfs) * * 20650.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 464.36 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2669.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.50 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2667.75 * Flow Area (sq ft) * * 693.80 * * * E.G. Slope (ft/ft) *0.001501 * Area (sq ft) * * 693.80 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 494.88 * Top Width (ft) * * 494.88 * * * Vel Total (ft/s) * 1.44 * Avg. Vel. (ft/s) * * 1.44 * * * Max Chl Dpth (ft) * 4.50 * Hydr. Depth (ft) * * 1.40 * * * Conv. Total (cfs) * 25808.9 * Conv. (cfs) * * 25808.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 495.41 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2670.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.98 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2668.14 * Flow Area (sq ft) * * 952.21 * * * E.G. Slope (ft/ft) *0.001500 * Area (sq ft) * * 952.21 * * * Q Total (cfs) * 1550.00 * Flow (cfs) * * 1550.00 * * * Top Width (ft) * 565.71 * Top Width (ft) * * 565.71 * * * Vel Total (ft/s) * 1.63 * Avg. Vel. (ft/s) * * 1.63 * * * Max Chl Dpth (ft) * 4.98 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 40016.7 * Conv. (cfs) * * 40016.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 566.25 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.26 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #6 REACH: Reach-40 RS: 605 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2670 132.2 2669 148.68 2669 154.06 2669 245.63 2668 263.83 2667 297.92 2667 298.55 2667 314.82 2667 320.31 2667 328.83 2666 332.82 2665 350.17 2665 354.01 2666 358.02 2667 376.42 474.68 553.07 2667 2669 2669 403.89 479.51 555.04 2667 2669 2669 409.58 520.48 668.19 2667 2669 2670 413.96 529.61 669.07 2667 2669 2670 423.93 530.05 Right 1 Coeff Contr. .1 2668 2669 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 669.07 .05 Bank Sta: Left 100 Right 669.07 Lengths: Left Channel 1 1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2665.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2665.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 5.91 * * * E.G. Slope (ft/ft) *0.016418 * Area (sq ft) * * 5.91 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 19.84 * Top Width (ft) * * 19.84 * * * Vel Total (ft/s) * 1.69 * Avg. Vel. (ft/s) * * 1.69 * * * Max Chl Dpth (ft) * 0.32 * Hydr. Depth (ft) * * 0.30 * * * Conv. Total (cfs) * 78.0 * Conv. (cfs) * * 78.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 19.92 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.51 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2666.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2666.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 24.95 * * * E.G. Slope (ft/ft) *0.020438 * Area (sq ft) * * 24.95 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 26.95 * Top Width (ft) * * 26.95 * * * Vel Total (ft/s) * 4.01 * Avg. Vel. (ft/s) * * 4.01 * * * Max Chl Dpth (ft) * 1.14 * Hydr. Depth (ft) * * 0.93 * * * Conv. Total (cfs) * 699.5 * Conv. (cfs) * * 699.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 27.23 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.69 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2667.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.37 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2666.68 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 41.18 * * * E.G. Slope (ft/ft) *0.020722 * Area (sq ft) * * 41.18 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 33.66 * Top Width (ft) * * 33.66 * * * Vel Total (ft/s) * 4.86 * Avg. Vel. (ft/s) * * 4.86 * * * Max Chl Dpth (ft) * 1.68 * Hydr. Depth (ft) * * 1.22 * * * Conv. Total (cfs) * 1389.3 * Conv. (cfs) * * 1389.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 34.03 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.60 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2667.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.53 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 136.24 * * * E.G. Slope (ft/ft) *0.019772 * Area (sq ft) * * 136.24 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 165.06 * Top Width (ft) * * 165.06 * * * Vel Total (ft/s) * 3.67 * Avg. Vel. (ft/s) * * 3.67 * * * Max Chl Dpth (ft) * 2.53 * Hydr. Depth (ft) * * 0.83 * * * Conv. Total (cfs) * 3555.8 * Conv. (cfs) * * 3555.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 165.53 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.73 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2668.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.97 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 210.72 * * * E.G. Slope (ft/ft) *0.020336 * Area (sq ft) * * 210.72 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 177.32 * Top Width (ft) * * 177.32 * * * Vel Total (ft/s) * 4.75 * Avg. Vel. (ft/s) * * 4.75 * * * Max Chl Dpth (ft) * 2.97 * Hydr. Depth (ft) * * 1.19 * * * Conv. Total (cfs) * 7012.4 * Conv. (cfs) * * 7012.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 177.82 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.14 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2669.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2668.71 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 378.15 * * * E.G. Slope (ft/ft) *0.021139 * Area (sq ft) * * 378.15 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 278.72 * Top Width (ft) * * 278.72 * * * Vel Total (ft/s) * 5.29 * Avg. Vel. (ft/s) * * 5.29 * * * Max Chl Dpth (ft) * 3.71 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 13755.9 * Conv. (cfs) * * 13755.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 279.24 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.45 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2670.04 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.46 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 732.16 * * * E.G. Slope (ft/ft) *0.020680 * Area (sq ft) * * 732.16 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 506.02 * Top Width (ft) * * 506.02 * * * Vel Total (ft/s) * 5.46 * Avg. Vel. (ft/s) * * 5.46 * * * Max Chl Dpth (ft) * 4.57 * Hydr. Depth (ft) * * 1.45 * * * Conv. Total (cfs) * 27815.4 * Conv. (cfs) * * 27815.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 506.56 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.19 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2670.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.57 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 953.87 * * * E.G. Slope (ft/ft) *0.020907 * Area (sq ft) * * 953.87 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 566.13 * Top Width (ft) * * 566.13 * * * Vel Total (ft/s) * 6.08 * Avg. Vel. (ft/s) * * 6.08 * * * Max Chl Dpth (ft) * 4.99 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 40112.8 * Conv. (cfs) * * 40112.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 566.68 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 2.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.36 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #6 REACH: Reach-40 RS: 600 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2670 132.2 2669 148.68 2669 154.06 2669 245.63 2668 263.83 2667 297.92 2667 298.55 2667 314.82 2667 320.31 2667 328.83 2666 332.82 2665 350.17 2665 354.01 2666 358.02 2667 376.42 2667 403.89 2667 409.58 2667 413.96 2667 423.93 2668 474.68 2669 479.51 2669 520.48 2669 529.61 2669 530.05 2669 553.07 2669 555.04 2669 668.19 2670 669.07 2670 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 669.07 .05 Bank Sta: Left 100 Right 669.07 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2665.34 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2665.29 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2665.22 * Flow Area (sq ft) * * 5.28 * * * E.G. Slope (ft/ft) *0.023506 * Area (sq ft) * * 5.28 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 19.59 * Top Width (ft) * * 19.59 * * * Vel Total (ft/s) * 1.90 * Avg. Vel. (ft/s) * * 1.90 * * * Max Chl Dpth (ft) * 0.29 * Hydr. Depth (ft) * * 0.27 * * * Conv. Total (cfs) * 65.2 * Conv. (cfs) * * 65.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 19.66 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 0.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.75 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2666.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2666.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2665.94 * Flow Area (sq ft) * * 23.71 * * * E.G. Slope (ft/ft) *0.023515 * Area (sq ft) * * 23.71 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 26.37 * Top Width (ft) * * 26.37 * * * Vel Total (ft/s) * 4.22 * Avg. Vel. (ft/s) * * 4.22 * * * Max Chl Dpth (ft) * 1.09 * Hydr. Depth (ft) * * 0.90 * * * Conv. Total (cfs) * 652.1 * Conv. (cfs) * * 652.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 26.64 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2667.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2666.62 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2666.44 * Flow Area (sq ft) * * 39.31 * * * E.G. Slope (ft/ft) *0.023508 * Area (sq ft) * * 39.31 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 32.96 * Top Width (ft) * * 32.96 * * * Vel Total (ft/s) * 5.09 * Avg. Vel. (ft/s) * * 5.09 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 1.19 * * * Conv. Total (cfs) * 1304.4 * Conv. (cfs) * * 1304.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 33.32 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2667.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.49 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2667.35 * Flow Area (sq ft) * * 128.97 * * * E.G. Slope (ft/ft) *0.023497 * Area (sq ft) * * 128.97 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 163.82 * Top Width (ft) * * 163.82 * * * Vel Total (ft/s) * 3.88 * Avg. Vel. (ft/s) * * 3.88 * * * Max Chl Dpth (ft) * 2.49 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 3261.8 * Conv. (cfs) * * 3261.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 164.29 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.46 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2668.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2667.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2667.75 * Flow Area (sq ft) * * 200.98 * * * E.G. Slope (ft/ft) *0.023534 * Area (sq ft) * * 200.98 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 175.76 * Top Width (ft) * * 175.76 * * * Vel Total (ft/s) * 4.98 * Avg. Vel. (ft/s) * * 4.98 * * * Max Chl Dpth (ft) * 2.91 * Hydr. Depth (ft) * * 1.14 * * * Conv. Total (cfs) * 6518.6 * Conv. (cfs) * * 6518.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 176.27 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.34 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2669.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2668.65 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2668.43 * Flow Area (sq ft) * * 361.60 * * * E.G. Slope (ft/ft) *0.023539 * Area (sq ft) * * 361.60 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 270.13 * Top Width (ft) * * 270.13 * * * Vel Total (ft/s) * 5.53 * Avg. Vel. (ft/s) * * 5.53 * * * Max Chl Dpth (ft) * 3.65 * Hydr. Depth (ft) * * 1.34 * * * Conv. Total (cfs) * 13035.8 * Conv. (cfs) * * 13035.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 270.65 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 1.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.86 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2670.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.51 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2669.32 * Flow Area (sq ft) * * 699.12 * * * E.G. Slope (ft/ft) *0.023515 * Area (sq ft) * * 699.12 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 496.44 * Top Width (ft) * * 496.44 * * * Vel Total (ft/s) * 5.72 * Avg. Vel. (ft/s) * * 5.72 * * * Max Chl Dpth (ft) * 4.51 * Hydr. Depth (ft) * * 1.41 * * * Conv. Total (cfs) * 26085.0 * Conv. (cfs) * * 26085.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 496.97 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 2.07 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.82 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2670.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2669.91 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2669.74 * Flow Area (sq ft) * * 913.74 * * * E.G. Slope (ft/ft) *0.023539 * Area (sq ft) * * 913.74 * * * Q Total (cfs) * 5800.00 * Flow (cfs) * * 5800.00 * * * Top Width (ft) * 555.73 * Top Width (ft) * * 555.73 * * * Vel Total (ft/s) * 6.35 * Avg. Vel. (ft/s) * * 6.35 * * * Max Chl Dpth (ft) * 4.91 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 37804.0 * Conv. (cfs) * * 37804.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 556.28 * * * Min Ch El (ft) * 2665.00 * Shear (lb/sq ft) * * 2.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 15.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-11 RS: 705 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.51 * * * E.G. Slope (ft/ft) *0.012995 * Area (sq ft) * * 11.51 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 88.62 * Top Width (ft) * * 88.62 * * * Vel Total (ft/s) * 0.87 * Avg. Vel. (ft/s) * * 0.87 * * * Max Chl Dpth (ft) * 0.14 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 87.7 * Conv. (cfs) * * 87.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 88.63 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.47 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 45.13 * * * E.G. Slope (ft/ft) *0.018905 * Area (sq ft) * * 45.13 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 112.99 * Top Width (ft) * * 112.99 * * * Vel Total (ft/s) * 2.22 * Avg. Vel. (ft/s) * * 2.22 * * * Max Chl Dpth (ft) * 0.47 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 727.3 * Conv. (cfs) * * 727.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 113.00 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.04 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.81 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.68 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 70.59 * * * E.G. Slope (ft/ft) *0.020188 * Area (sq ft) * * 70.59 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 128.40 * Top Width (ft) * * 128.40 * * * Vel Total (ft/s) * 2.83 * Avg. Vel. (ft/s) * * 2.83 * * * Max Chl Dpth (ft) * 0.68 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 1407.6 * Conv. (cfs) * * 1407.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 128.42 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.96 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.21 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 194.54 * * * E.G. Slope (ft/ft) *0.019540 * Area (sq ft) * * 194.54 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 399.71 * Top Width (ft) * * 399.71 * * * Vel Total (ft/s) * 2.57 * Avg. Vel. (ft/s) * * 2.57 * * * Max Chl Dpth (ft) * 1.21 * Hydr. Depth (ft) * * 0.49 * * * Conv. Total (cfs) * 3576.9 * Conv. (cfs) * * 3576.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 399.74 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.53 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 302.54 * * * E.G. Slope (ft/ft) *0.020418 * Area (sq ft) * * 302.54 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 440.51 * Top Width (ft) * * 440.51 * * * Vel Total (ft/s) * 3.31 * Avg. Vel. (ft/s) * * 3.31 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 6998.4 * Conv. (cfs) * * 6998.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 440.54 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.89 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 477.91 * * * E.G. Slope (ft/ft) *0.021047 * Area (sq ft) * * 477.91 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 499.71 * Top Width (ft) * * 499.71 * * * Vel Total (ft/s) * 4.18 * Avg. Vel. (ft/s) * * 4.18 * * * Max Chl Dpth (ft) * 1.84 * Hydr. Depth (ft) * * 0.96 * * * Conv. Total (cfs) * 13785.8 * Conv. (cfs) * * 13785.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 499.75 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.26 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.38 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 787.91 * * * E.G. Slope (ft/ft) *0.021380 * Area (sq ft) * * 787.91 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 623.91 * Top Width (ft) * * 623.91 * * * Vel Total (ft/s) * 5.08 * Avg. Vel. (ft/s) * * 5.08 * * * Max Chl Dpth (ft) * 2.38 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 27356.0 * Conv. (cfs) * * 27356.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 623.96 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.56 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.58 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2565.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1205.19 * * * E.G. Slope (ft/ft) *0.021362 * Area (sq ft) * * 1205.19 * * * Q Total (cfs) * 7350.00 * Flow (cfs) * * 7350.00 * * * Top Width (ft) * 724.34 * Top Width (ft) * * 724.34 * * * Vel Total (ft/s) * 6.10 * Avg. Vel. (ft/s) * * 6.10 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 50288.2 * Conv. (cfs) * * 50288.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 724.40 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.53 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #7 REACH: Reach-11 RS: 700 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.09 * Flow Area (sq ft) * * 9.35 * * * E.G. Slope (ft/ft) *0.025306 * Area (sq ft) * * 9.35 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 86.82 * Top Width (ft) * * 86.82 * * * Vel Total (ft/s) * 1.07 * Avg. Vel. (ft/s) * * 1.07 * * * Max Chl Dpth (ft) * 0.11 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 62.9 * Conv. (cfs) * * 62.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 86.82 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.43 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.35 * Flow Area (sq ft) * * 40.93 * * * E.G. Slope (ft/ft) *0.025329 * Area (sq ft) * * 40.93 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 110.24 * Top Width (ft) * * 110.24 * * * Vel Total (ft/s) * 2.44 * Avg. Vel. (ft/s) * * 2.44 * * * Max Chl Dpth (ft) * 0.43 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 628.3 * Conv. (cfs) * * 628.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 110.25 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.53 * Flow Area (sq ft) * * 65.32 * * * E.G. Slope (ft/ft) *0.025322 * Area (sq ft) * * 65.32 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 125.37 * Top Width (ft) * * 125.37 * * * Vel Total (ft/s) * 3.06 * Avg. Vel. (ft/s) * * 3.06 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1256.8 * Conv. (cfs) * * 1256.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 125.39 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.82 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.17 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.92 * Flow Area (sq ft) * * 178.85 * * * E.G. Slope (ft/ft) *0.025320 * Area (sq ft) * * 178.85 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 393.43 * Top Width (ft) * * 393.43 * * * Vel Total (ft/s) * 2.80 * Avg. Vel. (ft/s) * * 2.80 * * * Max Chl Dpth (ft) * 1.17 * Hydr. Depth (ft) * * 0.45 * * * Conv. Total (cfs) * 3142.3 * Conv. (cfs) * * 3142.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 393.46 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.01 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.42 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.30 * Flow Area (sq ft) * * 281.64 * * * E.G. Slope (ft/ft) *0.025325 * Area (sq ft) * * 281.64 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 432.91 * Top Width (ft) * * 432.91 * * * Vel Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * * 3.55 * * * Max Chl Dpth (ft) * 1.42 * Hydr. Depth (ft) * * 0.65 * * * Conv. Total (cfs) * 6283.8 * Conv. (cfs) * * 6283.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 432.95 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.03 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.65 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.78 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.64 * Flow Area (sq ft) * * 448.78 * * * E.G. Slope (ft/ft) *0.025311 * Area (sq ft) * * 448.78 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 490.38 * Top Width (ft) * * 490.38 * * * Vel Total (ft/s) * 4.46 * Avg. Vel. (ft/s) * * 4.46 * * * Max Chl Dpth (ft) * 1.78 * Hydr. Depth (ft) * * 0.92 * * * Conv. Total (cfs) * 12571.2 * Conv. (cfs) * * 12571.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 490.41 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.17 * Flow Area (sq ft) * * 743.40 * * * E.G. Slope (ft/ft) *0.025306 * Area (sq ft) * * 743.40 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 612.20 * Top Width (ft) * * 612.20 * * * Vel Total (ft/s) * 5.38 * Avg. Vel. (ft/s) * * 5.38 * * * Max Chl Dpth (ft) * 2.31 * Hydr. Depth (ft) * * 1.21 * * * Conv. Total (cfs) * 25144.6 * Conv. (cfs) * * 25144.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 612.25 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.65 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.77 * Flow Area (sq ft) * * 1135.38 * * * E.G. Slope (ft/ft) *0.025315 * Area (sq ft) * * 1135.38 * * * Q Total (cfs) * 7350.00 * Flow (cfs) * * 7350.00 * * * Top Width (ft) * 708.70 * Top Width (ft) * * 708.70 * * * Vel Total (ft/s) * 6.47 * Avg. Vel. (ft/s) * * 6.47 * * * Max Chl Dpth (ft) * 2.90 * Hydr. Depth (ft) * * 1.60 * * * Conv. Total (cfs) * 46195.4 * Conv. (cfs) * * 46195.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 708.75 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.39 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-12 RS: 705 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.45 * * * E.G. Slope (ft/ft) *0.013231 * Area (sq ft) * * 11.45 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 88.57 * Top Width (ft) * * 88.57 * * * Vel Total (ft/s) * 0.87 * Avg. Vel. (ft/s) * * 0.87 * * * Max Chl Dpth (ft) * 0.14 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 86.9 * Conv. (cfs) * * 86.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 88.57 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.47 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 44.41 * * * E.G. Slope (ft/ft) *0.019831 * Area (sq ft) * * 44.41 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 112.53 * Top Width (ft) * * 112.53 * * * Vel Total (ft/s) * 2.25 * Avg. Vel. (ft/s) * * 2.25 * * * Max Chl Dpth (ft) * 0.46 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 710.1 * Conv. (cfs) * * 710.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 112.54 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.10 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.68 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 69.81 * * * E.G. Slope (ft/ft) *0.020855 * Area (sq ft) * * 69.81 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 127.96 * Top Width (ft) * * 127.96 * * * Vel Total (ft/s) * 2.87 * Avg. Vel. (ft/s) * * 2.87 * * * Max Chl Dpth (ft) * 0.68 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 1384.9 * Conv. (cfs) * * 1384.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 127.98 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.03 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.20 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 191.51 * * * E.G. Slope (ft/ft) *0.020504 * Area (sq ft) * * 191.51 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 398.51 * Top Width (ft) * * 398.51 * * * Vel Total (ft/s) * 2.61 * Avg. Vel. (ft/s) * * 2.61 * * * Max Chl Dpth (ft) * 1.20 * Hydr. Depth (ft) * * 0.48 * * * Conv. Total (cfs) * 3491.8 * Conv. (cfs) * * 3491.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 398.54 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.61 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 297.60 * * * E.G. Slope (ft/ft) *0.021453 * Area (sq ft) * * 297.60 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 438.73 * Top Width (ft) * * 438.73 * * * Vel Total (ft/s) * 3.36 * Avg. Vel. (ft/s) * * 3.36 * * * Max Chl Dpth (ft) * 1.45 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 6827.5 * Conv. (cfs) * * 6827.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 438.76 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.05 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.10 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 470.00 * * * E.G. Slope (ft/ft) *0.022102 * Area (sq ft) * * 470.00 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 497.20 * Top Width (ft) * * 497.20 * * * Vel Total (ft/s) * 4.26 * Avg. Vel. (ft/s) * * 4.26 * * * Max Chl Dpth (ft) * 1.82 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 13452.8 * Conv. (cfs) * * 13452.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 497.23 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.55 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 778.49 * * * E.G. Slope (ft/ft) *0.022138 * Area (sq ft) * * 778.49 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 621.45 * Top Width (ft) * * 621.45 * * * Vel Total (ft/s) * 5.14 * Avg. Vel. (ft/s) * * 5.14 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 26883.5 * Conv. (cfs) * * 26883.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 621.50 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.90 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.59 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2565.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1203.60 * * * E.G. Slope (ft/ft) *0.021743 * Area (sq ft) * * 1203.60 * * * Q Total (cfs) * 7400.00 * Flow (cfs) * * 7400.00 * * * Top Width (ft) * 724.18 * Top Width (ft) * * 724.18 * * * Vel Total (ft/s) * 6.15 * Avg. Vel. (ft/s) * * 6.15 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 50185.1 * Conv. (cfs) * * 50185.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 724.24 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.87 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-12 RS: 700 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.09 * Flow Area (sq ft) * * 9.11 * * * E.G. Slope (ft/ft) *0.027443 * Area (sq ft) * * 9.11 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 86.62 * Top Width (ft) * * 86.62 * * * Vel Total (ft/s) * 1.10 * Avg. Vel. (ft/s) * * 1.10 * * * Max Chl Dpth (ft) * 0.11 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 60.4 * Conv. (cfs) * * 60.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 86.63 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.42 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.35 * Flow Area (sq ft) * * 39.89 * * * E.G. Slope (ft/ft) *0.027380 * Area (sq ft) * * 39.89 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 109.55 * Top Width (ft) * * 109.55 * * * Vel Total (ft/s) * 2.51 * Avg. Vel. (ft/s) * * 2.51 * * * Max Chl Dpth (ft) * 0.42 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 604.3 * Conv. (cfs) * * 604.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 109.56 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.56 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.63 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.53 * Flow Area (sq ft) * * 63.55 * * * E.G. Slope (ft/ft) *0.027442 * Area (sq ft) * * 63.55 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 124.34 * Top Width (ft) * * 124.34 * * * Vel Total (ft/s) * 3.15 * Avg. Vel. (ft/s) * * 3.15 * * * Max Chl Dpth (ft) * 0.63 * Hydr. Depth (ft) * * 0.51 * * * Conv. Total (cfs) * 1207.3 * Conv. (cfs) * * 1207.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 124.35 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.76 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.16 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.92 * Flow Area (sq ft) * * 174.35 * * * E.G. Slope (ft/ft) *0.027396 * Area (sq ft) * * 174.35 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 391.61 * Top Width (ft) * * 391.61 * * * Vel Total (ft/s) * 2.87 * Avg. Vel. (ft/s) * * 2.87 * * * Max Chl Dpth (ft) * 1.16 * Hydr. Depth (ft) * * 0.45 * * * Conv. Total (cfs) * 3020.8 * Conv. (cfs) * * 3020.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 391.64 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.40 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.30 * Flow Area (sq ft) * * 274.26 * * * E.G. Slope (ft/ft) *0.027436 * Area (sq ft) * * 274.26 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 430.20 * Top Width (ft) * * 430.20 * * * Vel Total (ft/s) * 3.65 * Avg. Vel. (ft/s) * * 3.65 * * * Max Chl Dpth (ft) * 1.40 * Hydr. Depth (ft) * * 0.64 * * * Conv. Total (cfs) * 6037.2 * Conv. (cfs) * * 6037.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 430.23 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.08 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.75 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.64 * Flow Area (sq ft) * * 436.86 * * * E.G. Slope (ft/ft) *0.027397 * Area (sq ft) * * 436.86 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 486.50 * Top Width (ft) * * 486.50 * * * Vel Total (ft/s) * 4.58 * Avg. Vel. (ft/s) * * 4.58 * * * Max Chl Dpth (ft) * 1.75 * Hydr. Depth (ft) * * 0.90 * * * Conv. Total (cfs) * 12083.1 * Conv. (cfs) * * 12083.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 486.54 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.17 * Flow Area (sq ft) * * 722.87 * * * E.G. Slope (ft/ft) *0.027452 * Area (sq ft) * * 722.87 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 606.72 * Top Width (ft) * * 606.72 * * * Vel Total (ft/s) * 5.53 * Avg. Vel. (ft/s) * * 5.53 * * * Max Chl Dpth (ft) * 2.28 * Hydr. Depth (ft) * * 1.19 * * * Conv. Total (cfs) * 24142.0 * Conv. (cfs) * * 24142.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 606.77 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.30 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.69 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.77 * Flow Area (sq ft) * * 1109.19 * * * E.G. Slope (ft/ft) *0.027422 * Area (sq ft) * * 1109.19 * * * Q Total (cfs) * 7400.00 * Flow (cfs) * * 7400.00 * * * Top Width (ft) * 702.67 * Top Width (ft) * * 702.67 * * * Vel Total (ft/s) * 6.67 * Avg. Vel. (ft/s) * * 6.67 * * * Max Chl Dpth (ft) * 2.87 * Hydr. Depth (ft) * * 1.58 * * * Conv. Total (cfs) * 44687.2 * Conv. (cfs) * * 44687.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 702.72 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-31 RS: 705 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.15 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 12.84 * * * E.G. Slope (ft/ft) *0.009179 * Area (sq ft) * * 12.84 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 89.71 * Top Width (ft) * * 89.71 * * * Vel Total (ft/s) * 0.78 * Avg. Vel. (ft/s) * * 0.78 * * * Max Chl Dpth (ft) * 0.15 * Hydr. Depth (ft) * * 0.14 * * * Conv. Total (cfs) * 104.4 * Conv. (cfs) * * 104.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 89.71 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.06 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.55 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 54.06 * * * E.G. Slope (ft/ft) *0.011048 * Area (sq ft) * * 54.06 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 118.63 * Top Width (ft) * * 118.63 * * * Vel Total (ft/s) * 1.85 * Avg. Vel. (ft/s) * * 1.85 * * * Max Chl Dpth (ft) * 0.55 * Hydr. Depth (ft) * * 0.46 * * * Conv. Total (cfs) * 951.4 * Conv. (cfs) * * 951.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 118.64 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.58 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.80 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 86.04 * * * E.G. Slope (ft/ft) *0.011370 * Area (sq ft) * * 86.04 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 136.91 * Top Width (ft) * * 136.91 * * * Vel Total (ft/s) * 2.32 * Avg. Vel. (ft/s) * * 2.32 * * * Max Chl Dpth (ft) * 0.80 * Hydr. Depth (ft) * * 0.63 * * * Conv. Total (cfs) * 1875.7 * Conv. (cfs) * * 1875.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 136.93 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.04 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 233.31 * * * E.G. Slope (ft/ft) *0.011202 * Area (sq ft) * * 233.31 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 414.82 * Top Width (ft) * * 414.82 * * * Vel Total (ft/s) * 2.14 * Avg. Vel. (ft/s) * * 2.14 * * * Max Chl Dpth (ft) * 1.30 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 4724.2 * Conv. (cfs) * * 4724.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 414.85 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.39 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.84 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.72 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.61 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 366.50 * * * E.G. Slope (ft/ft) *0.011512 * Area (sq ft) * * 366.50 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 462.98 * Top Width (ft) * * 462.98 * * * Vel Total (ft/s) * 2.73 * Avg. Vel. (ft/s) * * 2.73 * * * Max Chl Dpth (ft) * 1.61 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 9320.2 * Conv. (cfs) * * 9320.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 463.02 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.55 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 602.28 * * * E.G. Slope (ft/ft) *0.011698 * Area (sq ft) * * 602.28 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 573.50 * Top Width (ft) * * 573.50 * * * Vel Total (ft/s) * 3.32 * Avg. Vel. (ft/s) * * 3.32 * * * Max Chl Dpth (ft) * 2.07 * Hydr. Depth (ft) * * 1.05 * * * Conv. Total (cfs) * 18491.8 * Conv. (cfs) * * 18491.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 573.54 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.77 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.55 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.61 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.39 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 792.95 * * * E.G. Slope (ft/ft) *0.011807 * Area (sq ft) * * 792.95 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 625.22 * Top Width (ft) * * 625.22 * * * Vel Total (ft/s) * 3.78 * Avg. Vel. (ft/s) * * 3.78 * * * Max Chl Dpth (ft) * 2.39 * Hydr. Depth (ft) * * 1.27 * * * Conv. Total (cfs) * 27609.2 * Conv. (cfs) * * 27609.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 625.27 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.54 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.33 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2565.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1205.72 * * * E.G. Slope (ft/ft) *0.011944 * Area (sq ft) * * 1205.72 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 724.34 * Top Width (ft) * * 724.34 * * * Vel Total (ft/s) * 4.56 * Avg. Vel. (ft/s) * * 4.56 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 50325.1 * Conv. (cfs) * * 50325.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 724.40 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.66 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #7 REACH: Reach-31 RS: 700 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 734.74 2563 2564 626.66 736.41 2563 2564 647.5 741.71 2563 2564 661.9 824.34 2563 2565 676.05 2563 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.14 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.09 * Flow Area (sq ft) * * 11.68 * * * E.G. Slope (ft/ft) *0.012390 * Area (sq ft) * * 11.68 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 88.76 * Top Width (ft) * * 88.76 * * * Vel Total (ft/s) * 0.86 * Avg. Vel. (ft/s) * * 0.86 * * * Max Chl Dpth (ft) * 0.14 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 89.8 * Conv. (cfs) * * 89.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 88.77 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.53 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.35 * Flow Area (sq ft) * * 51.99 * * * E.G. Slope (ft/ft) *0.012405 * Area (sq ft) * * 51.99 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 117.34 * Top Width (ft) * * 117.34 * * * Vel Total (ft/s) * 1.92 * Avg. Vel. (ft/s) * * 1.92 * * * Max Chl Dpth (ft) * 0.53 * Hydr. Depth (ft) * * 0.44 * * * Conv. Total (cfs) * 897.8 * Conv. (cfs) * * 897.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 117.36 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.66 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.87 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.78 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.53 * Flow Area (sq ft) * * 83.44 * * * E.G. Slope (ft/ft) *0.012421 * Area (sq ft) * * 83.44 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 135.52 * Top Width (ft) * * 135.52 * * * Vel Total (ft/s) * 2.40 * Avg. Vel. (ft/s) * * 2.40 * * * Max Chl Dpth (ft) * 0.78 * Hydr. Depth (ft) * * 0.62 * * * Conv. Total (cfs) * 1794.5 * Conv. (cfs) * * 1794.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 135.54 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.92 * Flow Area (sq ft) * * 225.64 * * * E.G. Slope (ft/ft) *0.012404 * Area (sq ft) * * 225.64 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 411.87 * Top Width (ft) * * 411.87 * * * Vel Total (ft/s) * 2.22 * Avg. Vel. (ft/s) * * 2.22 * * * Max Chl Dpth (ft) * 1.28 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 4489.5 * Conv. (cfs) * * 4489.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 411.91 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.94 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.59 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.30 * Flow Area (sq ft) * * 357.38 * * * E.G. Slope (ft/ft) *0.012408 * Area (sq ft) * * 357.38 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 459.84 * Top Width (ft) * * 459.84 * * * Vel Total (ft/s) * 2.80 * Avg. Vel. (ft/s) * * 2.80 * * * Max Chl Dpth (ft) * 1.59 * Hydr. Depth (ft) * * 0.78 * * * Conv. Total (cfs) * 8977.3 * Conv. (cfs) * * 8977.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 459.88 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.05 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.64 * Flow Area (sq ft) * * 590.27 * * * E.G. Slope (ft/ft) *0.012411 * Area (sq ft) * * 590.27 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 570.09 * Top Width (ft) * * 570.09 * * * Vel Total (ft/s) * 3.39 * Avg. Vel. (ft/s) * * 3.39 * * * Max Chl Dpth (ft) * 2.05 * Hydr. Depth (ft) * * 1.04 * * * Conv. Total (cfs) * 17952.9 * Conv. (cfs) * * 17952.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 570.13 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.72 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.92 * Flow Area (sq ft) * * 779.40 * * * E.G. Slope (ft/ft) *0.012411 * Area (sq ft) * * 779.40 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 621.69 * Top Width (ft) * * 621.69 * * * Vel Total (ft/s) * 3.85 * Avg. Vel. (ft/s) * * 3.85 * * * Max Chl Dpth (ft) * 2.37 * Hydr. Depth (ft) * * 1.25 * * * Conv. Total (cfs) * 26929.1 * Conv. (cfs) * * 26929.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 621.74 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.97 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.74 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.98 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.46 * Flow Area (sq ft) * * 1189.31 * * * E.G. Slope (ft/ft) *0.012425 * Area (sq ft) * * 1189.31 * * * Q Total (cfs) * 5500.00 * Flow (cfs) * * 5500.00 * * * Top Width (ft) * 720.97 * Top Width (ft) * * 720.97 * * * Vel Total (ft/s) * 4.62 * Avg. Vel. (ft/s) * * 4.62 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.65 * * * Conv. Total (cfs) * 49342.1 * Conv. (cfs) * * 49342.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 721.02 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.92 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-31-32-31 RS: 705 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.14 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.70 * * * E.G. Slope (ft/ft) *0.012317 * Area (sq ft) * * 11.70 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 88.78 * Top Width (ft) * * 88.78 * * * Vel Total (ft/s) * 0.85 * Avg. Vel. (ft/s) * * 0.85 * * * Max Chl Dpth (ft) * 0.14 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 90.1 * Conv. (cfs) * * 90.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 88.79 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.56 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.48 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.51 * * * E.G. Slope (ft/ft) *0.017273 * Area (sq ft) * * 46.51 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 113.88 * Top Width (ft) * * 113.88 * * * Vel Total (ft/s) * 2.15 * Avg. Vel. (ft/s) * * 2.15 * * * Max Chl Dpth (ft) * 0.48 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 760.9 * Conv. (cfs) * * 760.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 113.90 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.95 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.70 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 73.14 * * * E.G. Slope (ft/ft) *0.018203 * Area (sq ft) * * 73.14 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 129.85 * Top Width (ft) * * 129.85 * * * Vel Total (ft/s) * 2.73 * Avg. Vel. (ft/s) * * 2.73 * * * Max Chl Dpth (ft) * 0.70 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 1482.4 * Conv. (cfs) * * 1482.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 129.87 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.75 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 200.80 * * * E.G. Slope (ft/ft) *0.017727 * Area (sq ft) * * 200.80 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 402.19 * Top Width (ft) * * 402.19 * * * Vel Total (ft/s) * 2.49 * Avg. Vel. (ft/s) * * 2.49 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 3755.4 * Conv. (cfs) * * 3755.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 402.22 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.38 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.49 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 313.34 * * * E.G. Slope (ft/ft) *0.018378 * Area (sq ft) * * 313.34 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 444.38 * Top Width (ft) * * 444.38 * * * Vel Total (ft/s) * 3.19 * Avg. Vel. (ft/s) * * 3.19 * * * Max Chl Dpth (ft) * 1.49 * Hydr. Depth (ft) * * 0.71 * * * Conv. Total (cfs) * 7376.6 * Conv. (cfs) * * 7376.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 444.42 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.58 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.87 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 494.22 * * * E.G. Slope (ft/ft) *0.019079 * Area (sq ft) * * 494.22 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 504.87 * Top Width (ft) * * 504.87 * * * Vel Total (ft/s) * 4.05 * Avg. Vel. (ft/s) * * 4.05 * * * Max Chl Dpth (ft) * 1.87 * Hydr. Depth (ft) * * 0.98 * * * Conv. Total (cfs) * 14479.4 * Conv. (cfs) * * 14479.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 504.91 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.72 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 813.18 * * * E.G. Slope (ft/ft) *0.019515 * Area (sq ft) * * 813.18 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 630.46 * Top Width (ft) * * 630.46 * * * Vel Total (ft/s) * 4.92 * Avg. Vel. (ft/s) * * 4.92 * * * Max Chl Dpth (ft) * 2.42 * Hydr. Depth (ft) * * 1.29 * * * Conv. Total (cfs) * 28633.5 * Conv. (cfs) * * 28633.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 630.51 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.73 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1199.89 * * * E.G. Slope (ft/ft) *0.019627 * Area (sq ft) * * 1199.89 * * * Q Total (cfs) * 7000.00 * Flow (cfs) * * 7000.00 * * * Top Width (ft) * 723.35 * Top Width (ft) * * 723.35 * * * Vel Total (ft/s) * 5.83 * Avg. Vel. (ft/s) * * 5.83 * * * Max Chl Dpth (ft) * 2.99 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 49965.8 * Conv. (cfs) * * 49965.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 723.40 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.03 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.86 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-31-32-31 RS: 700 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.12 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.09 * Flow Area (sq ft) * * 9.84 * * * E.G. Slope (ft/ft) *0.021487 * Area (sq ft) * * 9.84 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 87.23 * Top Width (ft) * * 87.23 * * * Vel Total (ft/s) * 1.02 * Avg. Vel. (ft/s) * * 1.02 * * * Max Chl Dpth (ft) * 0.12 * Hydr. Depth (ft) * * 0.11 * * * Conv. Total (cfs) * 68.2 * Conv. (cfs) * * 68.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 87.23 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.35 * Flow Area (sq ft) * * 43.21 * * * E.G. Slope (ft/ft) *0.021532 * Area (sq ft) * * 43.21 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 111.74 * Top Width (ft) * * 111.74 * * * Vel Total (ft/s) * 2.31 * Avg. Vel. (ft/s) * * 2.31 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 681.5 * Conv. (cfs) * * 681.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 111.75 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.67 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.53 * Flow Area (sq ft) * * 69.09 * * * E.G. Slope (ft/ft) *0.021494 * Area (sq ft) * * 69.09 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 127.55 * Top Width (ft) * * 127.55 * * * Vel Total (ft/s) * 2.89 * Avg. Vel. (ft/s) * * 2.89 * * * Max Chl Dpth (ft) * 0.67 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1364.2 * Conv. (cfs) * * 1364.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 127.57 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.10 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.19 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.92 * Flow Area (sq ft) * * 188.60 * * * E.G. Slope (ft/ft) *0.021496 * Area (sq ft) * * 188.60 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 397.34 * Top Width (ft) * * 397.34 * * * Vel Total (ft/s) * 2.65 * Avg. Vel. (ft/s) * * 2.65 * * * Max Chl Dpth (ft) * 1.19 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 3410.3 * Conv. (cfs) * * 3410.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 397.37 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.30 * Flow Area (sq ft) * * 297.28 * * * E.G. Slope (ft/ft) *0.021522 * Area (sq ft) * * 297.28 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 438.61 * Top Width (ft) * * 438.61 * * * Vel Total (ft/s) * 3.36 * Avg. Vel. (ft/s) * * 3.36 * * * Max Chl Dpth (ft) * 1.45 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 6816.4 * Conv. (cfs) * * 6816.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 438.64 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.91 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.06 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.64 * Flow Area (sq ft) * * 474.13 * * * E.G. Slope (ft/ft) *0.021542 * Area (sq ft) * * 474.13 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 498.51 * Top Width (ft) * * 498.51 * * * Vel Total (ft/s) * 4.22 * Avg. Vel. (ft/s) * * 4.22 * * * Max Chl Dpth (ft) * 1.83 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 13626.5 * Conv. (cfs) * * 13626.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 498.55 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.40 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.38 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.17 * Flow Area (sq ft) * * 785.93 * * * E.G. Slope (ft/ft) *0.021537 * Area (sq ft) * * 785.93 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 623.40 * Top Width (ft) * * 623.40 * * * Vel Total (ft/s) * 5.09 * Avg. Vel. (ft/s) * * 5.09 * * * Max Chl Dpth (ft) * 2.38 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 27256.6 * Conv. (cfs) * * 27256.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 623.44 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.63 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.56 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.72 * Flow Area (sq ft) * * 1161.97 * * * E.G. Slope (ft/ft) *0.021500 * Area (sq ft) * * 1161.97 * * * Q Total (cfs) * 7000.00 * Flow (cfs) * * 7000.00 * * * Top Width (ft) * 714.77 * Top Width (ft) * * 714.77 * * * Vel Total (ft/s) * 6.02 * Avg. Vel. (ft/s) * * 6.02 * * * Max Chl Dpth (ft) * 2.94 * Hydr. Depth (ft) * * 1.63 * * * Conv. Total (cfs) * 47739.9 * Conv. (cfs) * * 47739.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 714.83 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-34 RS: 705 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.17 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.16 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 13.21 * * * E.G. Slope (ft/ft) *0.008381 * Area (sq ft) * * 13.21 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 90.01 * Top Width (ft) * * 90.01 * * * Vel Total (ft/s) * 0.76 * Avg. Vel. (ft/s) * * 0.76 * * * Max Chl Dpth (ft) * 0.16 * Hydr. Depth (ft) * * 0.15 * * * Conv. Total (cfs) * 109.2 * Conv. (cfs) * * 109.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 90.02 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.08 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.06 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.57 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 56.22 * * * E.G. Slope (ft/ft) *0.009842 * Area (sq ft) * * 56.22 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 119.95 * Top Width (ft) * * 119.95 * * * Vel Total (ft/s) * 1.78 * Avg. Vel. (ft/s) * * 1.78 * * * Max Chl Dpth (ft) * 0.57 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 1008.0 * Conv. (cfs) * * 1008.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 119.96 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.51 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.90 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.83 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 89.74 * * * E.G. Slope (ft/ft) *0.010069 * Area (sq ft) * * 89.74 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 138.87 * Top Width (ft) * * 138.87 * * * Vel Total (ft/s) * 2.23 * Avg. Vel. (ft/s) * * 2.23 * * * Max Chl Dpth (ft) * 0.83 * Hydr. Depth (ft) * * 0.65 * * * Conv. Total (cfs) * 1993.1 * Conv. (cfs) * * 1993.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 138.90 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.91 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 242.57 * * * E.G. Slope (ft/ft) *0.009951 * Area (sq ft) * * 242.57 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 418.34 * Top Width (ft) * * 418.34 * * * Vel Total (ft/s) * 2.06 * Avg. Vel. (ft/s) * * 2.06 * * * Max Chl Dpth (ft) * 1.32 * Hydr. Depth (ft) * * 0.58 * * * Conv. Total (cfs) * 5012.3 * Conv. (cfs) * * 5012.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 418.38 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.36 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.74 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 381.96 * * * E.G. Slope (ft/ft) *0.010183 * Area (sq ft) * * 381.96 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 468.25 * Top Width (ft) * * 468.25 * * * Vel Total (ft/s) * 2.62 * Avg. Vel. (ft/s) * * 2.62 * * * Max Chl Dpth (ft) * 1.64 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 9909.5 * Conv. (cfs) * * 9909.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 468.29 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.36 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 628.63 * * * E.G. Slope (ft/ft) *0.010317 * Area (sq ft) * * 628.63 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 580.92 * Top Width (ft) * * 580.92 * * * Vel Total (ft/s) * 3.18 * Avg. Vel. (ft/s) * * 3.18 * * * Max Chl Dpth (ft) * 2.12 * Hydr. Depth (ft) * * 1.08 * * * Conv. Total (cfs) * 19690.3 * Conv. (cfs) * * 19690.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 580.97 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.22 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.45 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 828.93 * * * E.G. Slope (ft/ft) *0.010386 * Area (sq ft) * * 828.93 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 634.51 * Top Width (ft) * * 634.51 * * * Vel Total (ft/s) * 3.62 * Avg. Vel. (ft/s) * * 3.62 * * * Max Chl Dpth (ft) * 2.45 * Hydr. Depth (ft) * * 1.31 * * * Conv. Total (cfs) * 29437.9 * Conv. (cfs) * * 29437.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 634.56 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.07 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2565.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1205.37 * * * E.G. Slope (ft/ft) *0.010483 * Area (sq ft) * * 1205.37 * * * Q Total (cfs) * 5150.00 * Flow (cfs) * * 5150.00 * * * Top Width (ft) * 724.34 * Top Width (ft) * * 724.34 * * * Vel Total (ft/s) * 4.27 * Avg. Vel. (ft/s) * * 4.27 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 50300.5 * Conv. (cfs) * * 50300.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 724.40 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.65 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #7 REACH: Reach-34 RS: 700 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.15 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.09 * Flow Area (sq ft) * * 12.20 * * * E.G. Slope (ft/ft) *0.010781 * Area (sq ft) * * 12.20 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 89.19 * Top Width (ft) * * 89.19 * * * Vel Total (ft/s) * 0.82 * Avg. Vel. (ft/s) * * 0.82 * * * Max Chl Dpth (ft) * 0.15 * Hydr. Depth (ft) * * 0.14 * * * Conv. Total (cfs) * 96.3 * Conv. (cfs) * * 96.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 89.20 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.09 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.08 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.55 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.35 * Flow Area (sq ft) * * 54.47 * * * E.G. Slope (ft/ft) *0.010806 * Area (sq ft) * * 54.47 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 118.88 * Top Width (ft) * * 118.88 * * * Vel Total (ft/s) * 1.84 * Avg. Vel. (ft/s) * * 1.84 * * * Max Chl Dpth (ft) * 0.55 * Hydr. Depth (ft) * * 0.46 * * * Conv. Total (cfs) * 962.0 * Conv. (cfs) * * 962.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 118.89 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.57 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.53 * Flow Area (sq ft) * * 87.58 * * * E.G. Slope (ft/ft) *0.010802 * Area (sq ft) * * 87.58 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 137.73 * Top Width (ft) * * 137.73 * * * Vel Total (ft/s) * 2.28 * Avg. Vel. (ft/s) * * 2.28 * * * Max Chl Dpth (ft) * 0.81 * Hydr. Depth (ft) * * 0.64 * * * Conv. Total (cfs) * 1924.3 * Conv. (cfs) * * 1924.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 137.76 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.98 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.38 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.92 * Flow Area (sq ft) * * 236.15 * * * E.G. Slope (ft/ft) *0.010797 * Area (sq ft) * * 236.15 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 415.90 * Top Width (ft) * * 415.90 * * * Vel Total (ft/s) * 2.12 * Avg. Vel. (ft/s) * * 2.12 * * * Max Chl Dpth (ft) * 1.31 * Hydr. Depth (ft) * * 0.57 * * * Conv. Total (cfs) * 4812.0 * Conv. (cfs) * * 4812.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 415.94 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.38 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.81 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.62 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.30 * Flow Area (sq ft) * * 374.44 * * * E.G. Slope (ft/ft) *0.010802 * Area (sq ft) * * 374.44 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 465.69 * Top Width (ft) * * 465.69 * * * Vel Total (ft/s) * 2.67 * Avg. Vel. (ft/s) * * 2.67 * * * Max Chl Dpth (ft) * 1.62 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 9621.4 * Conv. (cfs) * * 9621.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 465.73 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.10 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.64 * Flow Area (sq ft) * * 618.73 * * * E.G. Slope (ft/ft) *0.010809 * Area (sq ft) * * 618.73 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 578.14 * Top Width (ft) * * 578.14 * * * Vel Total (ft/s) * 3.23 * Avg. Vel. (ft/s) * * 3.23 * * * Max Chl Dpth (ft) * 2.10 * Hydr. Depth (ft) * * 1.07 * * * Conv. Total (cfs) * 19237.4 * Conv. (cfs) * * 19237.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 578.19 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.33 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.43 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.92 * Flow Area (sq ft) * * 817.80 * * * E.G. Slope (ft/ft) *0.010799 * Area (sq ft) * * 817.80 * * * Q Total (cfs) * 3000.00 * Flow (cfs) * * 3000.00 * * * Top Width (ft) * 631.65 * Top Width (ft) * * 631.65 * * * Vel Total (ft/s) * 3.67 * Avg. Vel. (ft/s) * * 3.67 * * * Max Chl Dpth (ft) * 2.43 * Hydr. Depth (ft) * * 1.29 * * * Conv. Total (cfs) * 28868.9 * Conv. (cfs) * * 28868.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 631.70 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.98 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.39 * Flow Area (sq ft) * * 1192.13 * * * E.G. Slope (ft/ft) *0.010821 * Area (sq ft) * * 1192.13 * * * Q Total (cfs) * 5150.00 * Flow (cfs) * * 5150.00 * * * Top Width (ft) * 721.60 * Top Width (ft) * * 721.60 * * * Vel Total (ft/s) * 4.32 * Avg. Vel. (ft/s) * * 4.32 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.65 * * * Conv. Total (cfs) * 49508.1 * Conv. (cfs) * * 49508.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 721.65 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.82 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-34-35-34 RS: 705 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 391.36 513.57 623.54 734.74 2565 2563 2562 2563 2564 179.96 392.88 544.51 626.66 736.41 2564 2563 2563 2563 2564 195.14 435.01 547.23 647.5 741.71 2564 2562 2563 2563 2564 209.22 442.38 574.9 661.9 824.34 2564 2562 2563 2563 2565 309.24 509.64 615.6 676.05 Right 1 Coeff Contr. .1 2563 2562 2563 2563 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Lengths: Left Channel 1 1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.16 * * * E.G. Slope (ft/ft) *0.014323 * Area (sq ft) * * 11.16 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 88.34 * Top Width (ft) * * 88.34 * * * Vel Total (ft/s) * 0.90 * Avg. Vel. (ft/s) * * 0.90 * * * Max Chl Dpth (ft) * 0.13 * Hydr. Depth (ft) * * 0.13 * * * Conv. Total (cfs) * 83.6 * Conv. (cfs) * * 83.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 88.34 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.10 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.48 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.37 * * * E.G. Slope (ft/ft) *0.017428 * Area (sq ft) * * 46.37 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 113.79 * Top Width (ft) * * 113.79 * * * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * * 2.16 * * * Max Chl Dpth (ft) * 0.48 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 757.5 * Conv. (cfs) * * 757.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 113.81 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.96 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.70 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 72.92 * * * E.G. Slope (ft/ft) *0.018364 * Area (sq ft) * * 72.92 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 129.72 * Top Width (ft) * * 129.72 * * * Vel Total (ft/s) * 2.74 * Avg. Vel. (ft/s) * * 2.74 * * * Max Chl Dpth (ft) * 0.70 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 1475.9 * Conv. (cfs) * * 1475.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 129.74 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.77 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 200.11 * * * E.G. Slope (ft/ft) *0.017914 * Area (sq ft) * * 200.11 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 401.92 * Top Width (ft) * * 401.92 * * * Vel Total (ft/s) * 2.50 * Avg. Vel. (ft/s) * * 2.50 * * * Max Chl Dpth (ft) * 1.22 * Hydr. Depth (ft) * * 0.50 * * * Conv. Total (cfs) * 3735.7 * Conv. (cfs) * * 3735.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 401.95 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.39 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.65 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.49 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 312.47 * * * E.G. Slope (ft/ft) *0.018531 * Area (sq ft) * * 312.47 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 444.07 * Top Width (ft) * * 444.07 * * * Vel Total (ft/s) * 3.20 * Avg. Vel. (ft/s) * * 3.20 * * * Max Chl Dpth (ft) * 1.49 * Hydr. Depth (ft) * * 0.70 * * * Conv. Total (cfs) * 7346.0 * Conv. (cfs) * * 7346.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 444.11 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.61 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.87 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 492.74 * * * E.G. Slope (ft/ft) *0.019247 * Area (sq ft) * * 492.74 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 504.40 * Top Width (ft) * * 504.40 * * * Vel Total (ft/s) * 4.06 * Avg. Vel. (ft/s) * * 4.06 * * * Max Chl Dpth (ft) * 1.87 * Hydr. Depth (ft) * * 0.98 * * * Conv. Total (cfs) * 14416.1 * Conv. (cfs) * * 14416.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 504.44 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.76 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.38 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 813.64 * * * E.G. Slope (ft/ft) *0.019483 * Area (sq ft) * * 813.64 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 630.58 * Top Width (ft) * * 630.58 * * * Vel Total (ft/s) * 4.92 * Avg. Vel. (ft/s) * * 4.92 * * * Max Chl Dpth (ft) * 2.42 * Hydr. Depth (ft) * * 1.29 * * * Conv. Total (cfs) * 28657.0 * Conv. (cfs) * * 28657.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 630.63 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.57 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.72 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1196.36 * * * E.G. Slope (ft/ft) *0.019792 * Area (sq ft) * * 1196.36 * * * Q Total (cfs) * 7000.00 * Flow (cfs) * * 7000.00 * * * Top Width (ft) * 722.55 * Top Width (ft) * * 722.55 * * * Vel Total (ft/s) * 5.85 * Avg. Vel. (ft/s) * * 5.85 * * * Max Chl Dpth (ft) * 2.99 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 49757.5 * Conv. (cfs) * * 49757.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 722.61 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.05 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.97 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #7 REACH: Reach-34-35-34 RS: 700 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2565 179.96 2564 195.14 2564 209.22 2564 309.24 2563 391.36 2563 392.88 2563 435.01 2562 442.38 2562 509.64 2562 513.57 2562 544.51 2563 547.23 2563 574.9 2563 615.6 2563 623.54 2563 626.66 2563 647.5 2563 661.9 2563 676.05 2563 734.74 2564 736.41 2564 741.71 2564 824.34 2565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 824.34 .05 Bank Sta: Left 100 Right 824.34 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2562.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.09 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.09 * Flow Area (sq ft) * * 7.31 * * * E.G. Slope (ft/ft) *0.055862 * Area (sq ft) * * 7.31 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 85.09 * Top Width (ft) * * 85.09 * * * Vel Total (ft/s) * 1.37 * Avg. Vel. (ft/s) * * 1.37 * * * Max Chl Dpth (ft) * 0.09 * Hydr. Depth (ft) * * 0.09 * * * Conv. Total (cfs) * 42.3 * Conv. (cfs) * * 42.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 85.09 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.41 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2562.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.35 * Flow Area (sq ft) * * 43.07 * * * E.G. Slope (ft/ft) *0.021737 * Area (sq ft) * * 43.07 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 111.65 * Top Width (ft) * * 111.65 * * * Vel Total (ft/s) * 2.32 * Avg. Vel. (ft/s) * * 2.32 * * * Max Chl Dpth (ft) * 0.45 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 678.3 * Conv. (cfs) * * 678.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 111.66 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2562.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2562.67 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.53 * Flow Area (sq ft) * * 68.87 * * * E.G. Slope (ft/ft) *0.021693 * Area (sq ft) * * 68.87 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 127.42 * Top Width (ft) * * 127.42 * * * Vel Total (ft/s) * 2.90 * Avg. Vel. (ft/s) * * 2.90 * * * Max Chl Dpth (ft) * 0.67 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1357.9 * Conv. (cfs) * * 1357.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 127.44 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.73 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.13 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2563.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.19 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2562.92 * Flow Area (sq ft) * * 187.92 * * * E.G. Slope (ft/ft) *0.021736 * Area (sq ft) * * 187.92 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 397.07 * Top Width (ft) * * 397.07 * * * Vel Total (ft/s) * 2.66 * Avg. Vel. (ft/s) * * 2.66 * * * Max Chl Dpth (ft) * 1.19 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 3391.4 * Conv. (cfs) * * 3391.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 397.10 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.71 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2563.63 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.45 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.30 * Flow Area (sq ft) * * 296.42 * * * E.G. Slope (ft/ft) *0.021710 * Area (sq ft) * * 296.42 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 438.30 * Top Width (ft) * * 438.30 * * * Vel Total (ft/s) * 3.37 * Avg. Vel. (ft/s) * * 3.37 * * * Max Chl Dpth (ft) * 1.45 * Hydr. Depth (ft) * * 0.68 * * * Conv. Total (cfs) * 6786.9 * Conv. (cfs) * * 6786.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 438.33 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 0.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.09 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2564.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2563.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2563.64 * Flow Area (sq ft) * * 472.67 * * * E.G. Slope (ft/ft) *0.021738 * Area (sq ft) * * 472.67 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 498.05 * Top Width (ft) * * 498.05 * * * Vel Total (ft/s) * 4.23 * Avg. Vel. (ft/s) * * 4.23 * * * Max Chl Dpth (ft) * 1.83 * Hydr. Depth (ft) * * 0.95 * * * Conv. Total (cfs) * 13565.1 * Conv. (cfs) * * 13565.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 498.09 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2564.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.38 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.17 * Flow Area (sq ft) * * 783.50 * * * E.G. Slope (ft/ft) *0.021731 * Area (sq ft) * * 783.50 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 622.76 * Top Width (ft) * * 622.76 * * * Vel Total (ft/s) * 5.11 * Avg. Vel. (ft/s) * * 5.11 * * * Max Chl Dpth (ft) * 2.38 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 27134.5 * Conv. (cfs) * * 27134.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 622.81 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 1.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.71 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2565.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.57 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2564.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2564.71 * Flow Area (sq ft) * * 1158.13 * * * E.G. Slope (ft/ft) *0.021703 * Area (sq ft) * * 1158.13 * * * Q Total (cfs) * 7000.00 * Flow (cfs) * * 7000.00 * * * Top Width (ft) * 713.90 * Top Width (ft) * * 713.90 * * * Vel Total (ft/s) * 6.04 * Avg. Vel. (ft/s) * * 6.04 * * * Max Chl Dpth (ft) * 2.94 * Hydr. Depth (ft) * * 1.62 * * * Conv. Total (cfs) * 47516.2 * Conv. (cfs) * * 47516.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 713.95 * * * Min Ch El (ft) * 2562.00 * Shear (lb/sq ft) * * 2.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.28 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-28-30-28 RS: 805 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.25 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 10.40 * * * E.G. Slope (ft/ft) *0.010298 * Area (sq ft) * * 10.40 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 57.69 * Top Width (ft) * * 57.69 * * * Vel Total (ft/s) * 0.96 * Avg. Vel. (ft/s) * * 0.96 * * * Max Chl Dpth (ft) * 0.25 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 98.5 * Conv. (cfs) * * 98.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 57.72 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.11 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.73 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 53.34 * * * E.G. Slope (ft/ft) *0.011681 * Area (sq ft) * * 53.34 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 119.55 * Top Width (ft) * * 119.55 * * * Vel Total (ft/s) * 1.87 * Avg. Vel. (ft/s) * * 1.87 * * * Max Chl Dpth (ft) * 0.73 * Hydr. Depth (ft) * * 0.45 * * * Conv. Total (cfs) * 925.3 * Conv. (cfs) * * 925.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 119.63 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.33 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.61 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.09 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 114.30 * * * E.G. Slope (ft/ft) *0.011465 * Area (sq ft) * * 114.30 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 280.23 * Top Width (ft) * * 280.23 * * * Vel Total (ft/s) * 1.75 * Avg. Vel. (ft/s) * * 1.75 * * * Max Chl Dpth (ft) * 1.09 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 1867.8 * Conv. (cfs) * * 1867.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 280.34 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.51 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.49 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.41 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 214.51 * * * E.G. Slope (ft/ft) *0.011921 * Area (sq ft) * * 214.51 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 352.17 * Top Width (ft) * * 352.17 * * * Vel Total (ft/s) * 2.33 * Avg. Vel. (ft/s) * * 2.33 * * * Max Chl Dpth (ft) * 1.41 * Hydr. Depth (ft) * * 0.61 * * * Conv. Total (cfs) * 4579.5 * Conv. (cfs) * * 4579.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 352.29 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.06 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.76 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 350.34 * * * E.G. Slope (ft/ft) *0.012163 * Area (sq ft) * * 350.34 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 430.92 * Top Width (ft) * * 430.92 * * * Vel Total (ft/s) * 2.85 * Avg. Vel. (ft/s) * * 2.85 * * * Max Chl Dpth (ft) * 1.75 * Hydr. Depth (ft) * * 0.81 * * * Conv. Total (cfs) * 9067.5 * Conv. (cfs) * * 9067.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 431.05 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.76 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.21 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 566.31 * * * E.G. Slope (ft/ft) *0.012284 * Area (sq ft) * * 566.31 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 509.93 * Top Width (ft) * * 509.93 * * * Vel Total (ft/s) * 3.53 * Avg. Vel. (ft/s) * * 3.53 * * * Max Chl Dpth (ft) * 2.21 * Hydr. Depth (ft) * * 1.11 * * * Conv. Total (cfs) * 18044.9 * Conv. (cfs) * * 18044.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 510.08 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.01 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.10 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1067.32 * * * E.G. Slope (ft/ft) *0.012484 * Area (sq ft) * * 1067.32 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 636.75 * Top Width (ft) * * 636.75 * * * Vel Total (ft/s) * 4.68 * Avg. Vel. (ft/s) * * 4.68 * * * Max Chl Dpth (ft) * 3.10 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 44749.1 * Conv. (cfs) * * 44749.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 636.93 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.12 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.53 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.97 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1651.28 * * * E.G. Slope (ft/ft) *0.012615 * Area (sq ft) * * 1651.28 * * * Q Total (cfs) * 9680.00 * Flow (cfs) * * 9680.00 * * * Top Width (ft) * 709.28 * Top Width (ft) * * 709.28 * * * Vel Total (ft/s) * 5.86 * Avg. Vel. (ft/s) * * 5.86 * * * Max Chl Dpth (ft) * 3.97 * Hydr. Depth (ft) * * 2.33 * * * Conv. Total (cfs) * 86184.2 * Conv. (cfs) * * 86184.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 709.49 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.75 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-28-30-28 RS: 800 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.15 * Flow Area (sq ft) * * 9.57 * * * E.G. Slope (ft/ft) *0.013012 * Area (sq ft) * * 9.57 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 55.82 * Top Width (ft) * * 55.82 * * * Vel Total (ft/s) * 1.05 * Avg. Vel. (ft/s) * * 1.05 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 87.7 * Conv. (cfs) * * 87.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 55.85 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.72 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.52 * Flow Area (sq ft) * * 51.26 * * * E.G. Slope (ft/ft) *0.013005 * Area (sq ft) * * 51.26 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 117.31 * Top Width (ft) * * 117.31 * * * Vel Total (ft/s) * 1.95 * Avg. Vel. (ft/s) * * 1.95 * * * Max Chl Dpth (ft) * 0.72 * Hydr. Depth (ft) * * 0.44 * * * Conv. Total (cfs) * 876.9 * Conv. (cfs) * * 876.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 117.39 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.69 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.07 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.73 * Flow Area (sq ft) * * 109.41 * * * E.G. Slope (ft/ft) *0.013014 * Area (sq ft) * * 109.41 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 276.24 * Top Width (ft) * * 276.24 * * * Vel Total (ft/s) * 1.83 * Avg. Vel. (ft/s) * * 1.83 * * * Max Chl Dpth (ft) * 1.07 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 1753.2 * Conv. (cfs) * * 1753.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 276.35 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.59 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.48 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.39 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.14 * Flow Area (sq ft) * * 207.92 * * * E.G. Slope (ft/ft) *0.013012 * Area (sq ft) * * 207.92 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 347.90 * Top Width (ft) * * 347.90 * * * Vel Total (ft/s) * 2.40 * Avg. Vel. (ft/s) * * 2.40 * * * Max Chl Dpth (ft) * 1.39 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 4383.3 * Conv. (cfs) * * 4383.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 348.02 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.17 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.87 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.74 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.43 * Flow Area (sq ft) * * 341.97 * * * E.G. Slope (ft/ft) *0.013003 * Area (sq ft) * * 341.97 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 426.49 * Top Width (ft) * * 426.49 * * * Vel Total (ft/s) * 2.92 * Avg. Vel. (ft/s) * * 2.92 * * * Max Chl Dpth (ft) * 1.74 * Hydr. Depth (ft) * * 0.80 * * * Conv. Total (cfs) * 8769.5 * Conv. (cfs) * * 8769.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 426.62 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.90 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.39 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.19 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.82 * Flow Area (sq ft) * * 555.75 * * * E.G. Slope (ft/ft) *0.013000 * Area (sq ft) * * 555.75 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 507.60 * Top Width (ft) * * 507.60 * * * Vel Total (ft/s) * 3.60 * Avg. Vel. (ft/s) * * 3.60 * * * Max Chl Dpth (ft) * 2.19 * Hydr. Depth (ft) * * 1.09 * * * Conv. Total (cfs) * 17541.2 * Conv. (cfs) * * 17541.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 507.74 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.89 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.20 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.35 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.08 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2608.56 * Flow Area (sq ft) * * 1053.19 * * * E.G. Slope (ft/ft) *0.013001 * Area (sq ft) * * 1053.19 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 634.90 * Top Width (ft) * * 634.90 * * * Vel Total (ft/s) * 4.75 * Avg. Vel. (ft/s) * * 4.75 * * * Max Chl Dpth (ft) * 3.08 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 43851.7 * Conv. (cfs) * * 43851.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 635.07 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.35 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.39 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.49 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.54 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2609.37 * Flow Area (sq ft) * * 1634.68 * * * E.G. Slope (ft/ft) *0.012999 * Area (sq ft) * * 1634.68 * * * Q Total (cfs) * 9680.00 * Flow (cfs) * * 9680.00 * * * Top Width (ft) * 707.32 * Top Width (ft) * * 707.32 * * * Vel Total (ft/s) * 5.92 * Avg. Vel. (ft/s) * * 5.92 * * * Max Chl Dpth (ft) * 3.94 * Hydr. Depth (ft) * * 2.31 * * * Conv. Total (cfs) * 84901.4 * Conv. (cfs) * * 84901.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 707.53 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.10 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-28-30-30 RS: 805 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 Bank Sta: Left 100 100 Right 812.2 .05 812.2 .05 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.24 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.94 * * * E.G. Slope (ft/ft) *0.011694 * Area (sq ft) * * 9.94 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 56.66 * Top Width (ft) * * 56.66 * * * Vel Total (ft/s) * 1.01 * Avg. Vel. (ft/s) * * 1.01 * * * Max Chl Dpth (ft) * 0.24 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 92.5 * Conv. (cfs) * * 92.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 56.69 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.13 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.71 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 50.32 * * * E.G. Slope (ft/ft) *0.013672 * Area (sq ft) * * 50.32 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 116.28 * Top Width (ft) * * 116.28 * * * Vel Total (ft/s) * 1.99 * Avg. Vel. (ft/s) * * 1.99 * * * Max Chl Dpth (ft) * 0.71 * Hydr. Depth (ft) * * 0.43 * * * Conv. Total (cfs) * 855.2 * Conv. (cfs) * * 855.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 116.36 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.37 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.73 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.05 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.96 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 83.42 * * * E.G. Slope (ft/ft) *0.014022 * Area (sq ft) * * 83.42 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 148.22 * Top Width (ft) * * 148.22 * * * Vel Total (ft/s) * 2.40 * Avg. Vel. (ft/s) * * 2.40 * * * Max Chl Dpth (ft) * 0.96 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 1689.0 * Conv. (cfs) * * 1689.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 148.33 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.18 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.47 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 202.52 * * * E.G. Slope (ft/ft) *0.014014 * Area (sq ft) * * 202.52 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 344.35 * Top Width (ft) * * 344.35 * * * Vel Total (ft/s) * 2.47 * Avg. Vel. (ft/s) * * 2.47 * * * Max Chl Dpth (ft) * 1.37 * Hydr. Depth (ft) * * 0.59 * * * Conv. Total (cfs) * 4223.7 * Conv. (cfs) * * 4223.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 344.47 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.27 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.85 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.71 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 330.08 * * * E.G. Slope (ft/ft) *0.014340 * Area (sq ft) * * 330.08 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 420.11 * Top Width (ft) * * 420.11 * * * Vel Total (ft/s) * 3.03 * Avg. Vel. (ft/s) * * 3.03 * * * Max Chl Dpth (ft) * 1.71 * Hydr. Depth (ft) * * 0.79 * * * Conv. Total (cfs) * 8350.8 * Conv. (cfs) * * 8350.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 420.24 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.70 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.13 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.22 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.15 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 535.88 * * * E.G. Slope (ft/ft) *0.014507 * Area (sq ft) * * 535.88 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 503.18 * Top Width (ft) * * 503.18 * * * Vel Total (ft/s) * 3.73 * Avg. Vel. (ft/s) * * 3.73 * * * Max Chl Dpth (ft) * 2.15 * Hydr. Depth (ft) * * 1.06 * * * Conv. Total (cfs) * 16605.1 * Conv. (cfs) * * 16605.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 503.33 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.60 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.37 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.40 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.97 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 987.02 * * * E.G. Slope (ft/ft) *0.014816 * Area (sq ft) * * 987.02 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 595.43 * Top Width (ft) * * 595.43 * * * Vel Total (ft/s) * 5.07 * Avg. Vel. (ft/s) * * 5.07 * * * Max Chl Dpth (ft) * 2.97 * Hydr. Depth (ft) * * 1.66 * * * Conv. Total (cfs) * 41077.0 * Conv. (cfs) * * 41077.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 595.61 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.77 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.63 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.97 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1655.26 * * * E.G. Slope (ft/ft) *0.014878 * Area (sq ft) * * 1655.26 * * * Q Total (cfs) *10550.00 * Flow (cfs) * *10550.00 * * * Top Width (ft) * 709.75 * Top Width (ft) * * 709.75 * * * Vel Total (ft/s) * 6.37 * Avg. Vel. (ft/s) * * 6.37 * * * Max Chl Dpth (ft) * 3.97 * Hydr. Depth (ft) * * 2.33 * * * Conv. Total (cfs) * 86492.9 * Conv. (cfs) * * 86492.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 709.96 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.80 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-28-30-30 RS: 800 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.22 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.15 * Flow Area (sq ft) * * 9.01 * * * E.G. Slope (ft/ft) *0.015383 * Area (sq ft) * * 9.01 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 54.55 * Top Width (ft) * * 54.55 * * * Vel Total (ft/s) * 1.11 * Avg. Vel. (ft/s) * * 1.11 * * * Max Chl Dpth (ft) * 0.22 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 80.6 * Conv. (cfs) * * 80.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 54.57 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.76 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.69 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.52 * Flow Area (sq ft) * * 48.16 * * * E.G. Slope (ft/ft) *0.015395 * Area (sq ft) * * 48.16 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 113.88 * Top Width (ft) * * 113.88 * * * Vel Total (ft/s) * 2.08 * Avg. Vel. (ft/s) * * 2.08 * * * Max Chl Dpth (ft) * 0.69 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 806.0 * Conv. (cfs) * * 806.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 113.96 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.03 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.73 * Flow Area (sq ft) * * 80.55 * * * E.G. Slope (ft/ft) *0.015406 * Area (sq ft) * * 80.55 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 145.73 * Top Width (ft) * * 145.73 * * * Vel Total (ft/s) * 2.48 * Avg. Vel. (ft/s) * * 2.48 * * * Max Chl Dpth (ft) * 0.94 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 1611.3 * Conv. (cfs) * * 1611.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 145.83 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.14 * Flow Area (sq ft) * * 195.83 * * * E.G. Slope (ft/ft) *0.015404 * Area (sq ft) * * 195.83 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 339.92 * Top Width (ft) * * 339.92 * * * Vel Total (ft/s) * 2.55 * Avg. Vel. (ft/s) * * 2.55 * * * Max Chl Dpth (ft) * 1.35 * Hydr. Depth (ft) * * 0.58 * * * Conv. Total (cfs) * 4028.6 * Conv. (cfs) * * 4028.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 340.04 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.41 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.69 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.42 * Flow Area (sq ft) * * 321.62 * * * E.G. Slope (ft/ft) *0.015409 * Area (sq ft) * * 321.62 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 415.51 * Top Width (ft) * * 415.51 * * * Vel Total (ft/s) * 3.11 * Avg. Vel. (ft/s) * * 3.11 * * * Max Chl Dpth (ft) * 1.69 * Hydr. Depth (ft) * * 0.77 * * * Conv. Total (cfs) * 8055.8 * Conv. (cfs) * * 8055.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 415.64 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.31 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.35 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.13 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.82 * Flow Area (sq ft) * * 525.34 * * * E.G. Slope (ft/ft) *0.015403 * Area (sq ft) * * 525.34 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 500.82 * Top Width (ft) * * 500.82 * * * Vel Total (ft/s) * 3.81 * Avg. Vel. (ft/s) * * 3.81 * * * Max Chl Dpth (ft) * 2.13 * Hydr. Depth (ft) * * 1.05 * * * Conv. Total (cfs) * 16114.8 * Conv. (cfs) * * 16114.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 500.97 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.01 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.36 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.41 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.95 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2608.56 * Flow Area (sq ft) * * 973.82 * * * E.G. Slope (ft/ft) *0.015410 * Area (sq ft) * * 973.82 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 592.93 * Top Width (ft) * * 592.93 * * * Vel Total (ft/s) * 5.13 * Avg. Vel. (ft/s) * * 5.13 * * * Max Chl Dpth (ft) * 2.95 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 40278.0 * Conv. (cfs) * * 40278.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 593.11 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 8.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.65 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.94 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2609.49 * Flow Area (sq ft) * * 1636.06 * * * E.G. Slope (ft/ft) *0.015402 * Area (sq ft) * * 1636.06 * * * Q Total (cfs) *10550.00 * Flow (cfs) * *10550.00 * * * Top Width (ft) * 707.49 * Top Width (ft) * * 707.49 * * * Vel Total (ft/s) * 6.45 * Avg. Vel. (ft/s) * * 6.45 * * * Max Chl Dpth (ft) * 3.94 * Hydr. Depth (ft) * * 2.31 * * * Conv. Total (cfs) * 85008.0 * Conv. (cfs) * * 85008.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 707.69 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 14.33 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-30 RS: 805 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 Bank Sta: Left 100 100 Right 812.2 .05 812.2 .05 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.26 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 11.08 * * * E.G. Slope (ft/ft) *0.008615 * Area (sq ft) * * 11.08 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 59.19 * Top Width (ft) * * 59.19 * * * Vel Total (ft/s) * 0.90 * Avg. Vel. (ft/s) * * 0.90 * * * Max Chl Dpth (ft) * 0.26 * Hydr. Depth (ft) * * 0.19 * * * Conv. Total (cfs) * 107.7 * Conv. (cfs) * * 107.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 59.22 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.09 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.77 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 57.69 * * * E.G. Slope (ft/ft) *0.009458 * Area (sq ft) * * 57.69 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 124.10 * Top Width (ft) * * 124.10 * * * Vel Total (ft/s) * 1.73 * Avg. Vel. (ft/s) * * 1.73 * * * Max Chl Dpth (ft) * 0.77 * Hydr. Depth (ft) * * 0.46 * * * Conv. Total (cfs) * 1028.3 * Conv. (cfs) * * 1028.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 124.19 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.48 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 122.68 * * * E.G. Slope (ft/ft) *0.009347 * Area (sq ft) * * 122.68 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 286.93 * Top Width (ft) * * 286.93 * * * Vel Total (ft/s) * 1.63 * Avg. Vel. (ft/s) * * 1.63 * * * Max Chl Dpth (ft) * 1.12 * Hydr. Depth (ft) * * 0.43 * * * Conv. Total (cfs) * 2068.6 * Conv. (cfs) * * 2068.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 287.05 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.41 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.46 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 231.71 * * * E.G. Slope (ft/ft) *0.009601 * Area (sq ft) * * 231.71 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 363.08 * Top Width (ft) * * 363.08 * * * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * * 2.16 * * * Max Chl Dpth (ft) * 1.46 * Hydr. Depth (ft) * * 0.64 * * * Conv. Total (cfs) * 5102.9 * Conv. (cfs) * * 5102.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 363.21 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.38 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.83 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.93 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 379.67 * * * E.G. Slope (ft/ft) *0.009742 * Area (sq ft) * * 379.67 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 446.11 * Top Width (ft) * * 446.11 * * * Vel Total (ft/s) * 2.63 * Avg. Vel. (ft/s) * * 2.63 * * * Max Chl Dpth (ft) * 1.82 * Hydr. Depth (ft) * * 0.85 * * * Conv. Total (cfs) * 10131.3 * Conv. (cfs) * * 10131.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 446.24 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.36 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 609.91 * * * E.G. Slope (ft/ft) *0.009833 * Area (sq ft) * * 609.91 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 519.44 * Top Width (ft) * * 519.44 * * * Vel Total (ft/s) * 3.28 * Avg. Vel. (ft/s) * * 3.28 * * * Max Chl Dpth (ft) * 2.29 * Hydr. Depth (ft) * * 1.17 * * * Conv. Total (cfs) * 20169.3 * Conv. (cfs) * * 20169.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 519.59 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.36 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.29 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.23 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1150.72 * * * E.G. Slope (ft/ft) *0.009937 * Area (sq ft) * * 1150.72 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 647.61 * Top Width (ft) * * 647.61 * * * Vel Total (ft/s) * 4.35 * Avg. Vel. (ft/s) * * 4.35 * * * Max Chl Dpth (ft) * 3.23 * Hydr. Depth (ft) * * 1.78 * * * Conv. Total (cfs) * 50159.5 * Conv. (cfs) * * 50159.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 647.79 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.79 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2610.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1674.35 * * * E.G. Slope (ft/ft) *0.010005 * Area (sq ft) * * 1674.35 * * * Q Total (cfs) * 8800.00 * Flow (cfs) * * 8800.00 * * * Top Width (ft) * 712.00 * Top Width (ft) * * 712.00 * * * Vel Total (ft/s) * 5.26 * Avg. Vel. (ft/s) * * 5.26 * * * Max Chl Dpth (ft) * 4.00 * Hydr. Depth (ft) * * 2.35 * * * Conv. Total (cfs) * 87976.5 * Conv. (cfs) * * 87976.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 712.20 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.47 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.72 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-30 RS: 800 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.25 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.15 * Flow Area (sq ft) * * 10.42 * * * E.G. Slope (ft/ft) *0.010220 * Area (sq ft) * * 10.42 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 57.76 * Top Width (ft) * * 57.76 * * * Vel Total (ft/s) * 0.96 * Avg. Vel. (ft/s) * * 0.96 * * * Max Chl Dpth (ft) * 0.25 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 98.9 * Conv. (cfs) * * 98.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 57.78 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.11 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.81 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.76 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.52 * Flow Area (sq ft) * * 56.09 * * * E.G. Slope (ft/ft) *0.010201 * Area (sq ft) * * 56.09 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 122.45 * Top Width (ft) * * 122.45 * * * Vel Total (ft/s) * 1.78 * Avg. Vel. (ft/s) * * 1.78 * * * Max Chl Dpth (ft) * 0.76 * Hydr. Depth (ft) * * 0.46 * * * Conv. Total (cfs) * 990.1 * Conv. (cfs) * * 990.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 122.53 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.52 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.04 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.73 * Flow Area (sq ft) * * 118.99 * * * E.G. Slope (ft/ft) *0.010209 * Area (sq ft) * * 118.99 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 284.00 * Top Width (ft) * * 284.00 * * * Vel Total (ft/s) * 1.68 * Avg. Vel. (ft/s) * * 1.68 * * * Max Chl Dpth (ft) * 1.11 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 1979.4 * Conv. (cfs) * * 1979.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 284.11 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.45 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.44 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.14 * Flow Area (sq ft) * * 226.76 * * * E.G. Slope (ft/ft) *0.010199 * Area (sq ft) * * 226.76 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 359.98 * Top Width (ft) * * 359.98 * * * Vel Total (ft/s) * 2.20 * Avg. Vel. (ft/s) * * 2.20 * * * Max Chl Dpth (ft) * 1.44 * Hydr. Depth (ft) * * 0.63 * * * Conv. Total (cfs) * 4951.0 * Conv. (cfs) * * 4951.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 360.11 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.40 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.88 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.92 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.81 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.42 * Flow Area (sq ft) * * 373.38 * * * E.G. Slope (ft/ft) *0.010202 * Area (sq ft) * * 373.38 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 442.89 * Top Width (ft) * * 442.89 * * * Vel Total (ft/s) * 2.68 * Avg. Vel. (ft/s) * * 2.68 * * * Max Chl Dpth (ft) * 1.81 * Hydr. Depth (ft) * * 0.84 * * * Conv. Total (cfs) * 9900.5 * Conv. (cfs) * * 9900.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 443.03 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.44 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.82 * Flow Area (sq ft) * * 602.31 * * * E.G. Slope (ft/ft) *0.010209 * Area (sq ft) * * 602.31 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 517.80 * Top Width (ft) * * 517.80 * * * Vel Total (ft/s) * 3.32 * Avg. Vel. (ft/s) * * 3.32 * * * Max Chl Dpth (ft) * 2.28 * Hydr. Depth (ft) * * 1.16 * * * Conv. Total (cfs) * 19794.2 * Conv. (cfs) * * 19794.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 517.95 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.46 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.30 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.21 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2608.56 * Flow Area (sq ft) * * 1140.62 * * * E.G. Slope (ft/ft) *0.010206 * Area (sq ft) * * 1140.62 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 646.30 * Top Width (ft) * * 646.30 * * * Vel Total (ft/s) * 4.38 * Avg. Vel. (ft/s) * * 4.38 * * * Max Chl Dpth (ft) * 3.21 * Hydr. Depth (ft) * * 1.76 * * * Conv. Total (cfs) * 49493.8 * Conv. (cfs) * * 49493.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 646.49 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.12 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.93 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.43 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.98 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2609.24 * Flow Area (sq ft) * * 1662.72 * * * E.G. Slope (ft/ft) *0.010214 * Area (sq ft) * * 1662.72 * * * Q Total (cfs) * 8800.00 * Flow (cfs) * * 8800.00 * * * Top Width (ft) * 710.63 * Top Width (ft) * * 710.63 * * * Vel Total (ft/s) * 5.29 * Avg. Vel. (ft/s) * * 5.29 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.34 * * * Conv. Total (cfs) * 87071.4 * Conv. (cfs) * * 87071.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 710.84 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.49 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.89 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-30-32-2830 RS: 805 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.23 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.51 * * * E.G. Slope (ft/ft) *0.013222 * Area (sq ft) * * 9.51 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 55.70 * Top Width (ft) * * 55.70 * * * Vel Total (ft/s) * 1.05 * Avg. Vel. (ft/s) * * 1.05 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 87.0 * Conv. (cfs) * * 87.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 55.73 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.15 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.68 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 47.44 * * * E.G. Slope (ft/ft) *0.016034 * Area (sq ft) * * 47.44 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 113.07 * Top Width (ft) * * 113.07 * * * Vel Total (ft/s) * 2.11 * Avg. Vel. (ft/s) * * 2.11 * * * Max Chl Dpth (ft) * 0.68 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 789.7 * Conv. (cfs) * * 789.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 113.15 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.88 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.92 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 78.39 * * * E.G. Slope (ft/ft) *0.016571 * Area (sq ft) * * 78.39 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 143.83 * Top Width (ft) * * 143.83 * * * Vel Total (ft/s) * 2.55 * Avg. Vel. (ft/s) * * 2.55 * * * Max Chl Dpth (ft) * 0.92 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 1553.6 * Conv. (cfs) * * 1553.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 143.93 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.56 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.44 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.45 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.34 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 191.04 * * * E.G. Slope (ft/ft) *0.016519 * Area (sq ft) * * 191.04 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 336.70 * Top Width (ft) * * 336.70 * * * Vel Total (ft/s) * 2.62 * Avg. Vel. (ft/s) * * 2.62 * * * Max Chl Dpth (ft) * 1.34 * Hydr. Depth (ft) * * 0.57 * * * Conv. Total (cfs) * 3890.2 * Conv. (cfs) * * 3890.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 336.83 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.53 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.16 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 310.14 * * * E.G. Slope (ft/ft) *0.017042 * Area (sq ft) * * 310.14 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 409.19 * Top Width (ft) * * 409.19 * * * Vel Total (ft/s) * 3.22 * Avg. Vel. (ft/s) * * 3.22 * * * Max Chl Dpth (ft) * 1.66 * Hydr. Depth (ft) * * 0.76 * * * Conv. Total (cfs) * 7660.2 * Conv. (cfs) * * 7660.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 409.33 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.60 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.33 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.24 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.09 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 505.50 * * * E.G. Slope (ft/ft) *0.017304 * Area (sq ft) * * 505.50 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 496.35 * Top Width (ft) * * 496.35 * * * Vel Total (ft/s) * 3.96 * Avg. Vel. (ft/s) * * 3.96 * * * Max Chl Dpth (ft) * 2.09 * Hydr. Depth (ft) * * 1.02 * * * Conv. Total (cfs) * 15203.8 * Conv. (cfs) * * 15203.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 496.50 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.10 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.35 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.87 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 929.55 * * * E.G. Slope (ft/ft) *0.017654 * Area (sq ft) * * 929.55 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 584.49 * Top Width (ft) * * 584.49 * * * Vel Total (ft/s) * 5.38 * Avg. Vel. (ft/s) * * 5.38 * * * Max Chl Dpth (ft) * 2.87 * Hydr. Depth (ft) * * 1.59 * * * Conv. Total (cfs) * 37631.1 * Conv. (cfs) * * 37631.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 584.66 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.75 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.43 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.76 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.97 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1655.09 * * * E.G. Slope (ft/ft) *0.017838 * Area (sq ft) * * 1655.09 * * * Q Total (cfs) *11550.00 * Flow (cfs) * *11550.00 * * * Top Width (ft) * 709.73 * Top Width (ft) * * 709.73 * * * Vel Total (ft/s) * 6.98 * Avg. Vel. (ft/s) * * 6.98 * * * Max Chl Dpth (ft) * 3.97 * Hydr. Depth (ft) * * 2.33 * * * Conv. Total (cfs) * 86479.5 * Conv. (cfs) * * 86479.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 709.94 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 18.12 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-30-32-2830 RS: 800 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.21 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.15 * Flow Area (sq ft) * * 8.38 * * * E.G. Slope (ft/ft) *0.018876 * Area (sq ft) * * 8.38 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 53.05 * Top Width (ft) * * 53.05 * * * Vel Total (ft/s) * 1.19 * Avg. Vel. (ft/s) * * 1.19 * * * Max Chl Dpth (ft) * 0.21 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 72.8 * Conv. (cfs) * * 72.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 53.07 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.19 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.66 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.52 * Flow Area (sq ft) * * 44.64 * * * E.G. Slope (ft/ft) *0.018903 * Area (sq ft) * * 44.64 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 109.86 * Top Width (ft) * * 109.86 * * * Vel Total (ft/s) * 2.24 * Avg. Vel. (ft/s) * * 2.24 * * * Max Chl Dpth (ft) * 0.66 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 727.3 * Conv. (cfs) * * 727.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 109.93 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.07 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.01 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.73 * Flow Area (sq ft) * * 74.64 * * * E.G. Slope (ft/ft) *0.018905 * Area (sq ft) * * 74.64 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 140.46 * Top Width (ft) * * 140.46 * * * Vel Total (ft/s) * 2.68 * Avg. Vel. (ft/s) * * 2.68 * * * Max Chl Dpth (ft) * 0.90 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 1454.6 * Conv. (cfs) * * 1454.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 140.56 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.68 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.43 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.31 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.14 * Flow Area (sq ft) * * 182.16 * * * E.G. Slope (ft/ft) *0.018898 * Area (sq ft) * * 182.16 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 330.66 * Top Width (ft) * * 330.66 * * * Vel Total (ft/s) * 2.74 * Avg. Vel. (ft/s) * * 2.74 * * * Max Chl Dpth (ft) * 1.31 * Hydr. Depth (ft) * * 0.55 * * * Conv. Total (cfs) * 3637.2 * Conv. (cfs) * * 3637.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 330.78 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.65 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.81 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.63 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.42 * Flow Area (sq ft) * * 298.74 * * * E.G. Slope (ft/ft) *0.018908 * Area (sq ft) * * 298.74 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 402.82 * Top Width (ft) * * 402.82 * * * Vel Total (ft/s) * 3.35 * Avg. Vel. (ft/s) * * 3.35 * * * Max Chl Dpth (ft) * 1.63 * Hydr. Depth (ft) * * 0.74 * * * Conv. Total (cfs) * 7272.4 * Conv. (cfs) * * 7272.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 402.95 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.88 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.93 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.06 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.82 * Flow Area (sq ft) * * 491.01 * * * E.G. Slope (ft/ft) *0.018898 * Area (sq ft) * * 491.01 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 493.06 * Top Width (ft) * * 493.06 * * * Vel Total (ft/s) * 4.07 * Avg. Vel. (ft/s) * * 4.07 * * * Max Chl Dpth (ft) * 2.06 * Hydr. Depth (ft) * * 1.00 * * * Conv. Total (cfs) * 14548.6 * Conv. (cfs) * * 14548.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 493.21 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.78 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.83 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2608.56 * Flow Area (sq ft) * * 908.08 * * * E.G. Slope (ft/ft) *0.018904 * Area (sq ft) * * 908.08 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 580.35 * Top Width (ft) * * 580.35 * * * Vel Total (ft/s) * 5.51 * Avg. Vel. (ft/s) * * 5.51 * * * Max Chl Dpth (ft) * 2.83 * Hydr. Depth (ft) * * 1.56 * * * Conv. Total (cfs) * 36365.6 * Conv. (cfs) * * 36365.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 580.52 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.16 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.71 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.79 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.92 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2609.61 * Flow Area (sq ft) * * 1622.08 * * * E.G. Slope (ft/ft) *0.018937 * Area (sq ft) * * 1622.08 * * * Q Total (cfs) *11550.00 * Flow (cfs) * *11550.00 * * * Top Width (ft) * 705.83 * Top Width (ft) * * 705.83 * * * Vel Total (ft/s) * 7.12 * Avg. Vel. (ft/s) * * 7.12 * * * Max Chl Dpth (ft) * 3.92 * Hydr. Depth (ft) * * 2.30 * * * Conv. Total (cfs) * 83932.1 * Conv. (cfs) * * 83932.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 706.04 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.72 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.34 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-30-32-32 RS: 805 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.24 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.22 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.76 * * * E.G. Slope (ft/ft) *0.016661 * Area (sq ft) * * 8.76 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 53.95 * Top Width (ft) * * 53.95 * * * Vel Total (ft/s) * 1.14 * Avg. Vel. (ft/s) * * 1.14 * * * Max Chl Dpth (ft) * 0.22 * Hydr. Depth (ft) * * 0.16 * * * Conv. Total (cfs) * 77.5 * Conv. (cfs) * * 77.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 53.98 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.67 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 46.39 * * * E.G. Slope (ft/ft) *0.017028 * Area (sq ft) * * 46.39 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 111.88 * Top Width (ft) * * 111.88 * * * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * * 2.16 * * * Max Chl Dpth (ft) * 0.67 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 766.3 * Conv. (cfs) * * 766.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 111.96 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.95 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.02 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.91 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 76.96 * * * E.G. Slope (ft/ft) *0.017414 * Area (sq ft) * * 76.96 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 142.55 * Top Width (ft) * * 142.55 * * * Vel Total (ft/s) * 2.60 * Avg. Vel. (ft/s) * * 2.60 * * * Max Chl Dpth (ft) * 0.91 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1515.6 * Conv. (cfs) * * 1515.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 142.65 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.52 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.33 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 187.77 * * * E.G. Slope (ft/ft) *0.017346 * Area (sq ft) * * 187.77 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 334.49 * Top Width (ft) * * 334.49 * * * Vel Total (ft/s) * 2.66 * Avg. Vel. (ft/s) * * 2.66 * * * Max Chl Dpth (ft) * 1.33 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 3796.3 * Conv. (cfs) * * 3796.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 334.61 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.62 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.81 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 304.47 * * * E.G. Slope (ft/ft) *0.017937 * Area (sq ft) * * 304.47 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 406.04 * Top Width (ft) * * 406.04 * * * Vel Total (ft/s) * 3.28 * Avg. Vel. (ft/s) * * 3.28 * * * Max Chl Dpth (ft) * 1.65 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 7466.6 * Conv. (cfs) * * 7466.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 406.17 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.84 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.76 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.07 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 496.79 * * * E.G. Slope (ft/ft) *0.018239 * Area (sq ft) * * 496.79 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 494.38 * Top Width (ft) * * 494.38 * * * Vel Total (ft/s) * 4.03 * Avg. Vel. (ft/s) * * 4.03 * * * Max Chl Dpth (ft) * 2.07 * Hydr. Depth (ft) * * 1.00 * * * Conv. Total (cfs) * 14809.1 * Conv. (cfs) * * 14809.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 494.52 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.14 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.61 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.47 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 911.77 * * * E.G. Slope (ft/ft) *0.018681 * Area (sq ft) * * 911.77 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 581.06 * Top Width (ft) * * 581.06 * * * Vel Total (ft/s) * 5.48 * Avg. Vel. (ft/s) * * 5.48 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.57 * * * Conv. Total (cfs) * 36582.0 * Conv. (cfs) * * 36582.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 581.23 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.03 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.81 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.99 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1665.67 * * * E.G. Slope (ft/ft) *0.018894 * Area (sq ft) * * 1665.67 * * * Q Total (cfs) *12000.00 * Flow (cfs) * *12000.00 * * * Top Width (ft) * 710.98 * Top Width (ft) * * 710.98 * * * Vel Total (ft/s) * 7.20 * Avg. Vel. (ft/s) * * 7.20 * * * Max Chl Dpth (ft) * 3.99 * Hydr. Depth (ft) * * 2.34 * * * Conv. Total (cfs) * 87300.6 * Conv. (cfs) * * 87300.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 711.18 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.76 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.90 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-30-32-32 RS: 800 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.21 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.15 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.15 * Flow Area (sq ft) * * 5.12 * * * E.G. Slope (ft/ft) *0.077290 * Area (sq ft) * * 5.12 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 44.51 * Top Width (ft) * * 44.51 * * * Vel Total (ft/s) * 1.95 * Avg. Vel. (ft/s) * * 1.95 * * * Max Chl Dpth (ft) * 0.15 * Hydr. Depth (ft) * * 0.12 * * * Conv. Total (cfs) * 36.0 * Conv. (cfs) * * 36.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 44.53 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.55 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.08 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.65 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.52 * Flow Area (sq ft) * * 43.46 * * * E.G. Slope (ft/ft) *0.020315 * Area (sq ft) * * 43.46 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 108.49 * Top Width (ft) * * 108.49 * * * Vel Total (ft/s) * 2.30 * Avg. Vel. (ft/s) * * 2.30 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 701.6 * Conv. (cfs) * * 701.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 108.56 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.51 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.17 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.00 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.88 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.73 * Flow Area (sq ft) * * 72.67 * * * E.G. Slope (ft/ft) *0.020319 * Area (sq ft) * * 72.67 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 138.65 * Top Width (ft) * * 138.65 * * * Vel Total (ft/s) * 2.75 * Avg. Vel. (ft/s) * * 2.75 * * * Max Chl Dpth (ft) * 0.88 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1403.1 * Conv. (cfs) * * 1403.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 138.75 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.66 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.83 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.30 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.14 * Flow Area (sq ft) * * 177.58 * * * E.G. Slope (ft/ft) *0.020310 * Area (sq ft) * * 177.58 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 327.50 * Top Width (ft) * * 327.50 * * * Vel Total (ft/s) * 2.82 * Avg. Vel. (ft/s) * * 2.82 * * * Max Chl Dpth (ft) * 1.30 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 3508.5 * Conv. (cfs) * * 3508.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 327.62 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.94 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.80 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.61 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.42 * Flow Area (sq ft) * * 291.21 * * * E.G. Slope (ft/ft) *0.020297 * Area (sq ft) * * 291.21 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 398.55 * Top Width (ft) * * 398.55 * * * Vel Total (ft/s) * 3.43 * Avg. Vel. (ft/s) * * 3.43 * * * Max Chl Dpth (ft) * 1.61 * Hydr. Depth (ft) * * 0.73 * * * Conv. Total (cfs) * 7019.1 * Conv. (cfs) * * 7019.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 398.68 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.93 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.27 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.03 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.82 * Flow Area (sq ft) * * 479.48 * * * E.G. Slope (ft/ft) *0.020310 * Area (sq ft) * * 479.48 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 490.43 * Top Width (ft) * * 490.43 * * * Vel Total (ft/s) * 4.17 * Avg. Vel. (ft/s) * * 4.17 * * * Max Chl Dpth (ft) * 2.03 * Hydr. Depth (ft) * * 0.98 * * * Conv. Total (cfs) * 14033.9 * Conv. (cfs) * * 14033.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 490.57 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.24 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.17 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.49 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.80 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2608.55 * Flow Area (sq ft) * * 886.20 * * * E.G. Slope (ft/ft) *0.020305 * Area (sq ft) * * 886.20 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 576.10 * Top Width (ft) * * 576.10 * * * Vel Total (ft/s) * 5.64 * Avg. Vel. (ft/s) * * 5.64 * * * Max Chl Dpth (ft) * 2.80 * Hydr. Depth (ft) * * 1.54 * * * Conv. Total (cfs) * 35088.5 * Conv. (cfs) * * 35088.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 576.27 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.95 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.00 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.85 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.93 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2609.66 * Flow Area (sq ft) * * 1625.19 * * * E.G. Slope (ft/ft) *0.020326 * Area (sq ft) * * 1625.19 * * * Q Total (cfs) *12000.00 * Flow (cfs) * *12000.00 * * * Top Width (ft) * 706.20 * Top Width (ft) * * 706.20 * * * Vel Total (ft/s) * 7.38 * Avg. Vel. (ft/s) * * 7.38 * * * Max Chl Dpth (ft) * 3.93 * Hydr. Depth (ft) * * 2.30 * * * Conv. Total (cfs) * 84170.6 * Conv. (cfs) * * 84170.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 706.41 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.92 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 21.56 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-31-32-32 RS: 805 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 Bank Sta: Left 100 100 Right 812.2 .05 812.2 .05 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.25 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 10.55 * * * E.G. Slope (ft/ft) *0.009879 * Area (sq ft) * * 10.55 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 58.04 * Top Width (ft) * * 58.04 * * * Vel Total (ft/s) * 0.95 * Avg. Vel. (ft/s) * * 0.95 * * * Max Chl Dpth (ft) * 0.25 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 100.6 * Conv. (cfs) * * 100.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 58.06 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.11 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.74 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 54.31 * * * E.G. Slope (ft/ft) *0.011128 * Area (sq ft) * * 54.31 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 120.58 * Top Width (ft) * * 120.58 * * * Vel Total (ft/s) * 1.84 * Avg. Vel. (ft/s) * * 1.84 * * * Max Chl Dpth (ft) * 0.74 * Hydr. Depth (ft) * * 0.45 * * * Conv. Total (cfs) * 948.0 * Conv. (cfs) * * 948.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 120.66 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.58 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.10 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 116.09 * * * E.G. Slope (ft/ft) *0.010963 * Area (sq ft) * * 116.09 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 281.67 * Top Width (ft) * * 281.67 * * * Vel Total (ft/s) * 1.72 * Avg. Vel. (ft/s) * * 1.72 * * * Max Chl Dpth (ft) * 1.10 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 1910.1 * Conv. (cfs) * * 1910.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 281.78 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.49 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.42 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 218.21 * * * E.G. Slope (ft/ft) *0.011360 * Area (sq ft) * * 218.21 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 354.55 * Top Width (ft) * * 354.55 * * * Vel Total (ft/s) * 2.29 * Avg. Vel. (ft/s) * * 2.29 * * * Max Chl Dpth (ft) * 1.42 * Hydr. Depth (ft) * * 0.62 * * * Conv. Total (cfs) * 4691.1 * Conv. (cfs) * * 4691.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 354.67 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.44 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.00 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.89 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.77 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 356.78 * * * E.G. Slope (ft/ft) *0.011566 * Area (sq ft) * * 356.78 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 434.30 * Top Width (ft) * * 434.30 * * * Vel Total (ft/s) * 2.80 * Avg. Vel. (ft/s) * * 2.80 * * * Max Chl Dpth (ft) * 1.77 * Hydr. Depth (ft) * * 0.82 * * * Conv. Total (cfs) * 9298.6 * Conv. (cfs) * * 9298.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 434.43 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.59 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.66 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.41 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.23 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 575.91 * * * E.G. Slope (ft/ft) *0.011679 * Area (sq ft) * * 575.91 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 512.04 * Top Width (ft) * * 512.04 * * * Vel Total (ft/s) * 3.47 * Avg. Vel. (ft/s) * * 3.47 * * * Max Chl Dpth (ft) * 2.23 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 18506.9 * Conv. (cfs) * * 18506.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 512.19 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.82 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.85 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.13 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1085.69 * * * E.G. Slope (ft/ft) *0.011853 * Area (sq ft) * * 1085.69 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 639.16 * Top Width (ft) * * 639.16 * * * Vel Total (ft/s) * 4.61 * Avg. Vel. (ft/s) * * 4.61 * * * Max Chl Dpth (ft) * 3.13 * Hydr. Depth (ft) * * 1.70 * * * Conv. Total (cfs) * 45925.0 * Conv. (cfs) * * 45925.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 639.34 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.26 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.79 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.49 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1659.94 * * * E.G. Slope (ft/ft) *0.011963 * Area (sq ft) * * 1659.94 * * * Q Total (cfs) * 9500.00 * Flow (cfs) * * 9500.00 * * * Top Width (ft) * 710.30 * Top Width (ft) * * 710.30 * * * Vel Total (ft/s) * 5.72 * Avg. Vel. (ft/s) * * 5.72 * * * Max Chl Dpth (ft) * 3.98 * Hydr. Depth (ft) * * 2.34 * * * Conv. Total (cfs) * 86855.9 * Conv. (cfs) * * 86855.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 710.51 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.74 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.99 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-31-32-32 RS: 800 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.15 * Flow Area (sq ft) * * 9.76 * * * E.G. Slope (ft/ft) *0.012307 * Area (sq ft) * * 9.76 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 56.26 * Top Width (ft) * * 56.26 * * * Vel Total (ft/s) * 1.02 * Avg. Vel. (ft/s) * * 1.02 * * * Max Chl Dpth (ft) * 0.24 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 90.1 * Conv. (cfs) * * 90.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 56.29 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.78 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.73 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.52 * Flow Area (sq ft) * * 52.33 * * * E.G. Slope (ft/ft) *0.012303 * Area (sq ft) * * 52.33 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 118.46 * Top Width (ft) * * 118.46 * * * Vel Total (ft/s) * 1.91 * Avg. Vel. (ft/s) * * 1.91 * * * Max Chl Dpth (ft) * 0.72 * Hydr. Depth (ft) * * 0.44 * * * Conv. Total (cfs) * 901.6 * Conv. (cfs) * * 901.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 118.54 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.34 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.65 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.08 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.73 * Flow Area (sq ft) * * 111.51 * * * E.G. Slope (ft/ft) *0.012317 * Area (sq ft) * * 111.51 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 277.95 * Top Width (ft) * * 277.95 * * * Vel Total (ft/s) * 1.79 * Avg. Vel. (ft/s) * * 1.79 * * * Max Chl Dpth (ft) * 1.08 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 1802.1 * Conv. (cfs) * * 1802.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 278.07 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.55 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.49 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.40 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.14 * Flow Area (sq ft) * * 212.10 * * * E.G. Slope (ft/ft) *0.012304 * Area (sq ft) * * 212.10 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 350.61 * Top Width (ft) * * 350.61 * * * Vel Total (ft/s) * 2.36 * Avg. Vel. (ft/s) * * 2.36 * * * Max Chl Dpth (ft) * 1.40 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 4507.6 * Conv. (cfs) * * 4507.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 350.74 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.10 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.75 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.42 * Flow Area (sq ft) * * 348.87 * * * E.G. Slope (ft/ft) *0.012305 * Area (sq ft) * * 348.87 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 430.14 * Top Width (ft) * * 430.14 * * * Vel Total (ft/s) * 2.87 * Avg. Vel. (ft/s) * * 2.87 * * * Max Chl Dpth (ft) * 1.75 * Hydr. Depth (ft) * * 0.81 * * * Conv. Total (cfs) * 9015.0 * Conv. (cfs) * * 9015.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 430.28 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.62 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.79 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.40 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.21 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.82 * Flow Area (sq ft) * * 566.06 * * * E.G. Slope (ft/ft) *0.012301 * Area (sq ft) * * 566.06 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 509.87 * Top Width (ft) * * 509.87 * * * Vel Total (ft/s) * 3.53 * Avg. Vel. (ft/s) * * 3.53 * * * Max Chl Dpth (ft) * 2.21 * Hydr. Depth (ft) * * 1.11 * * * Conv. Total (cfs) * 18033.0 * Conv. (cfs) * * 18033.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 510.02 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.85 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.01 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.34 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2608.55 * Flow Area (sq ft) * * 1072.60 * * * E.G. Slope (ft/ft) *0.012298 * Area (sq ft) * * 1072.60 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 637.45 * Top Width (ft) * * 637.45 * * * Vel Total (ft/s) * 4.66 * Avg. Vel. (ft/s) * * 4.66 * * * Max Chl Dpth (ft) * 3.11 * Hydr. Depth (ft) * * 1.68 * * * Conv. Total (cfs) * 45086.5 * Conv. (cfs) * * 45086.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 637.63 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.29 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.02 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.47 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.52 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.96 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2609.34 * Flow Area (sq ft) * * 1644.53 * * * E.G. Slope (ft/ft) *0.012299 * Area (sq ft) * * 1644.53 * * * Q Total (cfs) * 9500.00 * Flow (cfs) * * 9500.00 * * * Top Width (ft) * 708.49 * Top Width (ft) * * 708.49 * * * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * * 5.78 * * * Max Chl Dpth (ft) * 3.96 * Hydr. Depth (ft) * * 2.32 * * * Conv. Total (cfs) * 85662.0 * Conv. (cfs) * * 85662.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 708.69 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.78 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.29 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-32 RS: 805 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.25 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.23 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 9.31 * * * E.G. Slope (ft/ft) *0.014050 * Area (sq ft) * * 9.31 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 55.23 * Top Width (ft) * * 55.23 * * * Vel Total (ft/s) * 1.07 * Avg. Vel. (ft/s) * * 1.07 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 84.4 * Conv. (cfs) * * 84.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 55.26 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.15 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.16 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.67 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 45.96 * * * E.G. Slope (ft/ft) *0.017468 * Area (sq ft) * * 45.96 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 111.39 * Top Width (ft) * * 111.39 * * * Vel Total (ft/s) * 2.18 * Avg. Vel. (ft/s) * * 2.18 * * * Max Chl Dpth (ft) * 0.67 * Hydr. Depth (ft) * * 0.41 * * * Conv. Total (cfs) * 756.6 * Conv. (cfs) * * 756.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 111.46 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.45 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.98 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.01 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.91 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 75.78 * * * E.G. Slope (ft/ft) *0.018152 * Area (sq ft) * * 75.78 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 141.49 * Top Width (ft) * * 141.49 * * * Vel Total (ft/s) * 2.64 * Avg. Vel. (ft/s) * * 2.64 * * * Max Chl Dpth (ft) * 0.91 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 1484.4 * Conv. (cfs) * * 1484.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 141.59 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.61 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.60 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.44 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.32 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 185.08 * * * E.G. Slope (ft/ft) *0.018068 * Area (sq ft) * * 185.08 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 332.66 * Top Width (ft) * * 332.66 * * * Vel Total (ft/s) * 2.70 * Avg. Vel. (ft/s) * * 2.70 * * * Max Chl Dpth (ft) * 1.32 * Hydr. Depth (ft) * * 0.56 * * * Conv. Total (cfs) * 3719.8 * Conv. (cfs) * * 3719.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 332.78 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.69 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.81 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.17 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.64 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 301.20 * * * E.G. Slope (ft/ft) *0.018482 * Area (sq ft) * * 301.20 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 404.21 * Top Width (ft) * * 404.21 * * * Vel Total (ft/s) * 3.32 * Avg. Vel. (ft/s) * * 3.32 * * * Max Chl Dpth (ft) * 1.64 * Hydr. Depth (ft) * * 0.75 * * * Conv. Total (cfs) * 7355.8 * Conv. (cfs) * * 7355.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 404.34 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.85 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.32 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.26 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.06 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 491.85 * * * E.G. Slope (ft/ft) *0.018800 * Area (sq ft) * * 491.85 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 493.26 * Top Width (ft) * * 493.26 * * * Vel Total (ft/s) * 4.07 * Avg. Vel. (ft/s) * * 4.07 * * * Max Chl Dpth (ft) * 2.06 * Hydr. Depth (ft) * * 1.00 * * * Conv. Total (cfs) * 14586.5 * Conv. (cfs) * * 14586.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 493.40 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.76 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.48 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.82 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 902.00 * * * E.G. Slope (ft/ft) *0.019280 * Area (sq ft) * * 902.00 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 579.17 * Top Width (ft) * * 579.17 * * * Vel Total (ft/s) * 5.54 * Avg. Vel. (ft/s) * * 5.54 * * * Max Chl Dpth (ft) * 2.82 * Hydr. Depth (ft) * * 1.56 * * * Conv. Total (cfs) * 36009.1 * Conv. (cfs) * * 36009.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 579.34 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.39 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.01 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.82 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.97 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1651.97 * * * E.G. Slope (ft/ft) *0.019363 * Area (sq ft) * * 1651.97 * * * Q Total (cfs) *12000.00 * Flow (cfs) * *12000.00 * * * Top Width (ft) * 709.36 * Top Width (ft) * * 709.36 * * * Vel Total (ft/s) * 7.26 * Avg. Vel. (ft/s) * * 7.26 * * * Max Chl Dpth (ft) * 3.97 * Hydr. Depth (ft) * * 2.33 * * * Conv. Total (cfs) * 86237.9 * Conv. (cfs) * * 86237.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 709.57 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 20.44 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #8 REACH: Reach-32 RS: 800 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2610 120.48 2609 145.99 2609 150.15 2609 165.85 2608 188.14 2607 200.12 2607 289.12 2607 302.06 2606 305.17 2606 330.48 2607 335.5 2607 414.83 2606 437.69 2606 447.75 2607 652.47 2608 749.09 2609 812.2 2610 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 812.2 .05 Bank Sta: Left 100 Right 812.2 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2606.23 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.21 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.15 * Flow Area (sq ft) * * 8.05 * * * E.G. Slope (ft/ft) *0.021178 * Area (sq ft) * * 8.05 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.24 * Top Width (ft) * * 52.24 * * * Vel Total (ft/s) * 1.24 * Avg. Vel. (ft/s) * * 1.24 * * * Max Chl Dpth (ft) * 0.21 * Hydr. Depth (ft) * * 0.15 * * * Conv. Total (cfs) * 68.7 * Conv. (cfs) * * 68.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 52.26 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.20 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.25 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2606.73 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.52 * Flow Area (sq ft) * * 42.78 * * * E.G. Slope (ft/ft) *0.021208 * Area (sq ft) * * 42.78 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 107.68 * Top Width (ft) * * 107.68 * * * Vel Total (ft/s) * 2.34 * Avg. Vel. (ft/s) * * 2.34 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 686.7 * Conv. (cfs) * * 686.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 107.75 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.53 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.23 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2607.00 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2606.87 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2606.73 * Flow Area (sq ft) * * 71.49 * * * E.G. Slope (ft/ft) *0.021234 * Area (sq ft) * * 71.49 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 137.56 * Top Width (ft) * * 137.56 * * * Vel Total (ft/s) * 2.80 * Avg. Vel. (ft/s) * * 2.80 * * * Max Chl Dpth (ft) * 0.87 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 1372.5 * Conv. (cfs) * * 1372.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 137.66 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.69 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.93 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2607.42 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.13 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.29 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.14 * Flow Area (sq ft) * * 174.87 * * * E.G. Slope (ft/ft) *0.021215 * Area (sq ft) * * 174.87 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 325.62 * Top Width (ft) * * 325.62 * * * Vel Total (ft/s) * 2.86 * Avg. Vel. (ft/s) * * 2.86 * * * Max Chl Dpth (ft) * 1.29 * Hydr. Depth (ft) * * 0.54 * * * Conv. Total (cfs) * 3432.8 * Conv. (cfs) * * 3432.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 325.74 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.71 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2607.79 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2607.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.42 * Flow Area (sq ft) * * 286.65 * * * E.G. Slope (ft/ft) *0.021207 * Area (sq ft) * * 286.65 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 395.95 * Top Width (ft) * * 395.95 * * * Vel Total (ft/s) * 3.49 * Avg. Vel. (ft/s) * * 3.49 * * * Max Chl Dpth (ft) * 1.60 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 6866.8 * Conv. (cfs) * * 6866.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 396.08 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 0.96 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.34 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2608.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.28 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.02 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2607.82 * Flow Area (sq ft) * * 472.67 * * * E.G. Slope (ft/ft) *0.021212 * Area (sq ft) * * 472.67 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 488.87 * Top Width (ft) * * 488.87 * * * Vel Total (ft/s) * 4.23 * Avg. Vel. (ft/s) * * 4.23 * * * Max Chl Dpth (ft) * 2.02 * Hydr. Depth (ft) * * 0.97 * * * Conv. Total (cfs) * 13732.3 * Conv. (cfs) * * 13732.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 489.01 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 1.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.42 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2609.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2608.77 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2608.55 * Flow Area (sq ft) * * 873.15 * * * E.G. Slope (ft/ft) *0.021209 * Area (sq ft) * * 873.15 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 573.55 * Top Width (ft) * * 573.55 * * * Vel Total (ft/s) * 5.73 * Avg. Vel. (ft/s) * * 5.73 * * * Max Chl Dpth (ft) * 2.77 * Hydr. Depth (ft) * * 1.52 * * * Conv. Total (cfs) * 34332.8 * Conv. (cfs) * * 34332.8 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 573.72 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 2.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 11.54 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2610.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.87 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2609.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2609.67 * Flow Area (sq ft) * * 1601.61 * * * E.G. Slope (ft/ft) *0.021227 * Area (sq ft) * * 1601.61 * * * Q Total (cfs) *12000.00 * Flow (cfs) * *12000.00 * * * Top Width (ft) * 703.40 * Top Width (ft) * * 703.40 * * * Vel Total (ft/s) * 7.49 * Avg. Vel. (ft/s) * * 7.49 * * * Max Chl Dpth (ft) * 3.89 * Hydr. Depth (ft) * * 2.28 * * * Conv. Total (cfs) * 82363.1 * Conv. (cfs) * * 82363.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 703.61 * * * Min Ch El (ft) * 2606.00 * Shear (lb/sq ft) * * 3.02 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 22.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #9 REACH: Reach-13 RS: 905 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2630 100.06 2630 149 2629 237.93 2629 289.26 2629 306.24 2629 306.46 2629 308.56 2629 326 2629 327.65 2629 338.89 2629 383.7 2628 387.32 2628 388.27 2628 407.23 2628 408.37 2628 415.28 2628 457.62 2628 464.25 2627 477.27 2627 519.17 2628 523.14 2628 529.89 2628 533.93 2628 535.68 2628 543.18 2628 552.4 2628 557.37 2628 562.37 2628 565.93 2628 572.86 2628 589.09 2628 593.4 2628 598.61 2628 599.72 2628 608.5 2628 614.86 2628 615.75 2628 663.08 2628 664.15 2628 719.58 2628 721.17 2628 734.25 2628 737.99 2628 738.21 2628 744.92 2628 750.89 2628 753.84 2628 758.6 2628 759.81 2628 772.78 2628 780.91 2628 821.88 2628 830.93 2628 948.57 2628 950.26 2628 981.69 2627 983.18 2627 1048.14 2628 1094.11 2629 1100.19 1228.43 2629 1108.69 2630 2629 1120.01 2629 1151.03 2629 1228.26 2630 Coeff Contr. .1 Expan. .3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 1228.43 .05 Bank Sta: Left Right 100 1228.43 Lengths: Left Channel 1 1 Right 1 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2627.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.26 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.82 * * * E.G. Slope (ft/ft) *0.015729 * Area (sq ft) * * 8.82 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.62 * Top Width (ft) * * 52.62 * * * Vel Total (ft/s) * 1.13 * Avg. Vel. (ft/s) * * 1.13 * * * Max Chl Dpth (ft) * 0.26 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 79.7 * Conv. (cfs) * * 79.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 52.64 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.19 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2627.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.69 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 44.84 * * * E.G. Slope (ft/ft) *0.019770 * Area (sq ft) * * 44.84 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 114.92 * Top Width (ft) * * 114.92 * * * Vel Total (ft/s) * 2.23 * Avg. Vel. (ft/s) * * 2.23 * * * Max Chl Dpth (ft) * 0.69 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 711.2 * Conv. (cfs) * * 711.2 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 115.00 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.48 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.07 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2628.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.06 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.24 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 246.20 * * * E.G. Slope (ft/ft) *0.018310 * Area (sq ft) * * 246.20 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 685.85 * Top Width (ft) * * 685.85 * * * Vel Total (ft/s) * 2.03 * Avg. Vel. (ft/s) * * 2.03 * * * Max Chl Dpth (ft) * 1.24 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 3695.1 * Conv. (cfs) * * 3695.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 685.97 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.41 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.83 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2628.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.11 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.41 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 369.19 * * * E.G. Slope (ft/ft) *0.019572 * Area (sq ft) * * 369.19 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 701.94 * Top Width (ft) * * 701.94 * * * Vel Total (ft/s) * 2.71 * Avg. Vel. (ft/s) * * 2.71 * * * Max Chl Dpth (ft) * 1.41 * Hydr. Depth (ft) * * 0.53 * * * Conv. Total (cfs) * 7148.0 * Conv. (cfs) * * 7148.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 702.06 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.74 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2628.88 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.20 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.68 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 556.54 * * * E.G. Slope (ft/ft) *0.020838 * Area (sq ft) * * 556.54 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 725.77 * Top Width (ft) * * 725.77 * * * Vel Total (ft/s) * 3.59 * Avg. Vel. (ft/s) * * 3.59 * * * Max Chl Dpth (ft) * 1.68 * Hydr. Depth (ft) * * 0.77 * * * Conv. Total (cfs) * 13854.9 * Conv. (cfs) * * 13854.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 725.89 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.00 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.58 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2629.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1105.17 * * * E.G. Slope (ft/ft) *0.021379 * Area (sq ft) * * 1105.17 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 1040.13 * Top Width (ft) * * 1040.13 * * * Vel Total (ft/s) * 4.52 * Avg. Vel. (ft/s) * * 4.52 * * * Max Chl Dpth (ft) * 2.30 * Hydr. Depth (ft) * * 1.06 * * * Conv. Total (cfs) * 34196.0 * Conv. (cfs) * * 34196.0 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1040.27 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.42 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.42 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2630.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.45 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.67 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1491.09 * * * E.G. Slope (ft/ft) *0.021360 * Area (sq ft) * * 1491.09 * * * Q Total (cfs) * 8000.00 * Flow (cfs) * * 8000.00 * * * Top Width (ft) * 1085.94 * Top Width (ft) * * 1085.94 * * * Vel Total (ft/s) * 5.37 * Avg. Vel. (ft/s) * * 5.37 * * * Max Chl Dpth (ft) * 2.67 * Hydr. Depth (ft) * * 1.37 * * * Conv. Total (cfs) * 54738.1 * Conv. (cfs) * * 54738.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1086.08 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.82 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2630.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.57 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2630.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1866.05 * * * E.G. Slope (ft/ft) *0.021387 * Area (sq ft) * * 1866.05 * * * Q Total (cfs) *11340.00 * Flow (cfs) * *11340.00 * * * Top Width (ft) * 1128.43 * Top Width (ft) * * 1128.43 * * * Vel Total (ft/s) * 6.08 * Avg. Vel. (ft/s) * * 6.08 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.65 * * * Conv. Total (cfs) * 77542.5 * Conv. (cfs) * * 77542.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1128.59 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 2.21 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.42 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.03 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #9 REACH: Reach-13 RS: 900 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2630 100.06 2630 149 2629 237.93 2629 289.26 2629 306.24 2629 306.46 2629 308.56 2629 326 2629 327.65 2629 338.89 2629 383.7 2628 387.32 2628 388.27 2628 407.23 2628 408.37 2628 415.28 2628 457.62 2628 464.25 2627 477.27 2627 519.17 2628 523.14 2628 529.89 2628 533.93 2628 535.68 2628 543.18 2628 552.4 2628 557.37 2628 562.37 2628 565.93 2628 572.86 2628 589.09 2628 593.4 2628 598.61 2628 599.72 2628 608.5 2628 614.86 2628 615.75 2628 663.08 2628 664.15 2628 719.58 2628 721.17 2628 734.25 2628 737.99 2628 738.21 2628 744.92 2628 750.89 2628 753.84 2628 758.6 2628 759.81 2628 772.78 2628 780.91 2628 821.88 2628 830.93 2628 948.57 2628 950.26 2628 981.69 2627 983.18 2627 1048.14 2628 1094.11 2629 1100.19 2629 1108.69 2629 1120.01 2629 1151.03 2629 1228.26 2630 1228.43 2630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 1228.43 .05 Bank Sta: Left Right 100 1228.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2627.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2627.19 * Flow Area (sq ft) * * 7.35 * * * E.G. Slope (ft/ft) *0.025917 * Area (sq ft) * * 7.35 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 48.37 * Top Width (ft) * * 48.37 * * * Vel Total (ft/s) * 1.36 * Avg. Vel. (ft/s) * * 1.36 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.15 * * * Conv. Total (cfs) * 62.1 * Conv. (cfs) * * 62.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 48.40 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.25 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.33 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2627.75 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.66 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2627.56 * Flow Area (sq ft) * * 40.54 * * * E.G. Slope (ft/ft) *0.025894 * Area (sq ft) * * 40.54 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 109.37 * Top Width (ft) * * 109.37 * * * Vel Total (ft/s) * 2.47 * Avg. Vel. (ft/s) * * 2.47 * * * Max Chl Dpth (ft) * 0.65 * Hydr. Depth (ft) * * 0.37 * * * Conv. Total (cfs) * 621.4 * Conv. (cfs) * * 621.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 109.44 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.60 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.48 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2628.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.20 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.13 * Flow Area (sq ft) * * 221.47 * * * E.G. Slope (ft/ft) *0.025889 * Area (sq ft) * * 221.47 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 682.57 * Top Width (ft) * * 682.57 * * * Vel Total (ft/s) * 2.26 * Avg. Vel. (ft/s) * * 2.26 * * * Max Chl Dpth (ft) * 1.20 * Hydr. Depth (ft) * * 0.32 * * * Conv. Total (cfs) * 3107.5 * Conv. (cfs) * * 3107.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 682.68 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.52 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.18 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2628.51 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.37 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.28 * Flow Area (sq ft) * * 338.60 * * * E.G. Slope (ft/ft) *0.025915 * Area (sq ft) * * 338.60 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 697.97 * Top Width (ft) * * 697.97 * * * Vel Total (ft/s) * 2.95 * Avg. Vel. (ft/s) * * 2.95 * * * Max Chl Dpth (ft) * 1.37 * Hydr. Depth (ft) * * 0.49 * * * Conv. Total (cfs) * 6211.9 * Conv. (cfs) * * 6211.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 698.09 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.78 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.32 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2628.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.23 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.63 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.51 * Flow Area (sq ft) * * 519.98 * * * E.G. Slope (ft/ft) *0.025915 * Area (sq ft) * * 519.98 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 721.18 * Top Width (ft) * * 721.18 * * * Vel Total (ft/s) * 3.85 * Avg. Vel. (ft/s) * * 3.85 * * * Max Chl Dpth (ft) * 1.63 * Hydr. Depth (ft) * * 0.72 * * * Conv. Total (cfs) * 12423.7 * Conv. (cfs) * * 12423.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 721.30 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.49 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2629.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.36 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.24 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2629.13 * Flow Area (sq ft) * * 1040.16 * * * E.G. Slope (ft/ft) *0.025902 * Area (sq ft) * * 1040.16 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 1032.22 * Top Width (ft) * * 1032.22 * * * Vel Total (ft/s) * 4.81 * Avg. Vel. (ft/s) * * 4.81 * * * Max Chl Dpth (ft) * 2.24 * Hydr. Depth (ft) * * 1.01 * * * Conv. Total (cfs) * 31067.2 * Conv. (cfs) * * 31067.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1032.35 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.63 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 7.83 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2630.09 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.51 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.58 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2629.47 * Flow Area (sq ft) * * 1401.65 * * * E.G. Slope (ft/ft) *0.025915 * Area (sq ft) * * 1401.65 * * * Q Total (cfs) * 8000.00 * Flow (cfs) * * 8000.00 * * * Top Width (ft) * 1075.50 * Top Width (ft) * * 1075.50 * * * Vel Total (ft/s) * 5.71 * Avg. Vel. (ft/s) * * 5.71 * * * Max Chl Dpth (ft) * 2.58 * Hydr. Depth (ft) * * 1.30 * * * Conv. Total (cfs) * 49694.9 * Conv. (cfs) * * 49694.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1075.64 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 2.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 12.03 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2630.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.65 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.90 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2629.80 * Flow Area (sq ft) * * 1753.98 * * * E.G. Slope (ft/ft) *0.025908 * Area (sq ft) * * 1753.98 * * * Q Total (cfs) *11340.00 * Flow (cfs) * *11340.00 * * * Top Width (ft) * 1116.06 * Top Width (ft) * * 1116.06 * * * Vel Total (ft/s) * 6.47 * Avg. Vel. (ft/s) * * 6.47 * * * Max Chl Dpth (ft) * 2.90 * Hydr. Depth (ft) * * 1.57 * * * Conv. Total (cfs) * 70453.1 * Conv. (cfs) * * 70453.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1116.21 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 2.54 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 16.43 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #9 REACH: Reach-14 RS: 905 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2630 100.06 2630 149 2629 237.93 2629 289.26 2629 306.24 2629 306.46 2629 308.56 2629 326 2629 327.65 2629 338.89 2629 383.7 2628 387.32 2628 388.27 2628 407.23 2628 408.37 2628 415.28 2628 457.62 2628 464.25 2627 477.27 2627 519.17 2628 523.14 2628 529.89 2628 533.93 2628 535.68 2628 543.18 2628 552.4 2628 557.37 2628 562.37 2628 565.93 2628 572.86 2628 589.09 2628 593.4 2628 598.61 2628 599.72 2628 608.5 2628 614.86 2628 615.75 2628 663.08 2628 664.15 2628 719.58 2628 721.17 2628 734.25 2628 737.99 2628 738.21 2628 744.92 2628 750.89 2628 753.84 2628 758.6 2628 759.81 2628 772.78 2628 780.91 2628 821.88 2628 830.93 2628 948.57 2628 950.26 2628 981.69 2627 983.18 2627 1048.14 2628 1094.11 2629 1100.19 2629 1108.69 2629 1120.01 2629 1151.03 2629 1228.26 2630 1228.43 2630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 1228.43 .05 Bank Sta: Left Right 100 1228.43 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2627.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.26 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 8.66 * * * E.G. Slope (ft/ft) *0.016564 * Area (sq ft) * * 8.66 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 52.16 * Top Width (ft) * * 52.16 * * * Vel Total (ft/s) * 1.15 * Avg. Vel. (ft/s) * * 1.15 * * * Max Chl Dpth (ft) * 0.26 * Hydr. Depth (ft) * * 0.17 * * * Conv. Total (cfs) * 77.7 * Conv. (cfs) * * 77.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 52.18 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.17 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.20 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2627.77 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.69 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 43.95 * * * E.G. Slope (ft/ft) *0.020864 * Area (sq ft) * * 43.95 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 113.79 * Top Width (ft) * * 113.79 * * * Vel Total (ft/s) * 2.28 * Avg. Vel. (ft/s) * * 2.28 * * * Max Chl Dpth (ft) * 0.69 * Hydr. Depth (ft) * * 0.39 * * * Conv. Total (cfs) * 692.3 * Conv. (cfs) * * 692.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 113.86 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.50 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.14 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2628.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.07 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.23 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 241.51 * * * E.G. Slope (ft/ft) *0.019498 * Area (sq ft) * * 241.51 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 685.23 * Top Width (ft) * * 685.23 * * * Vel Total (ft/s) * 2.07 * Avg. Vel. (ft/s) * * 2.07 * * * Max Chl Dpth (ft) * 1.23 * Hydr. Depth (ft) * * 0.35 * * * Conv. Total (cfs) * 3580.8 * Conv. (cfs) * * 3580.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 685.34 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.89 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2628.52 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.12 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.40 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 361.65 * * * E.G. Slope (ft/ft) *0.020926 * Area (sq ft) * * 361.65 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 700.96 * Top Width (ft) * * 700.96 * * * Vel Total (ft/s) * 2.77 * Avg. Vel. (ft/s) * * 2.77 * * * Max Chl Dpth (ft) * 1.40 * Hydr. Depth (ft) * * 0.52 * * * Conv. Total (cfs) * 6912.9 * Conv. (cfs) * * 6912.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 701.08 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.86 * * * Frctn Loss (ft) * 0.02 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2628.87 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.21 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.66 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 547.33 * * * E.G. Slope (ft/ft) *0.021983 * Area (sq ft) * * 547.33 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 724.61 * Top Width (ft) * * 724.61 * * * Vel Total (ft/s) * 3.65 * Avg. Vel. (ft/s) * * 3.65 * * * Max Chl Dpth (ft) * 1.66 * Hydr. Depth (ft) * * 0.76 * * * Conv. Total (cfs) * 13489.3 * Conv. (cfs) * * 13489.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 724.74 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.04 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 3.79 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2629.62 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.33 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1091.72 * * * E.G. Slope (ft/ft) *0.022223 * Area (sq ft) * * 1091.72 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 1038.50 * Top Width (ft) * * 1038.50 * * * Vel Total (ft/s) * 4.58 * Avg. Vel. (ft/s) * * 4.58 * * * Max Chl Dpth (ft) * 2.29 * Hydr. Depth (ft) * * 1.05 * * * Conv. Total (cfs) * 33540.4 * Conv. (cfs) * * 33540.4 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1038.64 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 6.68 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2630.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.46 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.65 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1476.52 * * * E.G. Slope (ft/ft) *0.022025 * Area (sq ft) * * 1476.52 * * * Q Total (cfs) * 8000.00 * Flow (cfs) * * 8000.00 * * * Top Width (ft) * 1084.24 * Top Width (ft) * * 1084.24 * * * Vel Total (ft/s) * 5.42 * Avg. Vel. (ft/s) * * 5.42 * * * Max Chl Dpth (ft) * 2.65 * Hydr. Depth (ft) * * 1.36 * * * Conv. Total (cfs) * 53905.7 * Conv. (cfs) * * 53905.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1084.39 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.87 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 10.14 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2630.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.58 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2630.00 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * 2629.80 * Flow Area (sq ft) * * 1866.05 * * * E.G. Slope (ft/ft) *0.021538 * Area (sq ft) * * 1866.05 * * * Q Total (cfs) *11380.00 * Flow (cfs) * *11380.00 * * * Top Width (ft) * 1128.43 * Top Width (ft) * * 1128.43 * * * Vel Total (ft/s) * 6.10 * Avg. Vel. (ft/s) * * 6.10 * * * Max Chl Dpth (ft) * 3.00 * Hydr. Depth (ft) * * 1.65 * * * Conv. Total (cfs) * 77542.5 * Conv. (cfs) * * 77542.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1128.59 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 2.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.56 * * * Frctn Loss (ft) * 0.03 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.01 * Cum SA (acres) * * 0.03 * * *********************************************************************************************** Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Reach #9 REACH: Reach-14 RS: 900 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2630 100.06 2630 149 2629 237.93 2629 289.26 2629 306.24 2629 306.46 2629 308.56 2629 326 2629 327.65 2629 338.89 2629 383.7 2628 387.32 2628 388.27 2628 407.23 2628 408.37 2628 415.28 2628 457.62 2628 464.25 2627 477.27 2627 519.17 2628 523.14 2628 529.89 2628 533.93 2628 535.68 2628 543.18 2628 552.4 2628 557.37 2628 562.37 2628 565.93 2628 572.86 2628 589.09 2628 593.4 2628 598.61 2628 599.72 2628 608.5 2628 614.86 2628 615.75 2628 663.08 2628 664.15 2628 719.58 2628 721.17 2628 734.25 2628 737.99 2628 738.21 2628 744.92 2628 750.89 2628 753.84 2628 758.6 2628 759.81 2628 772.78 950.26 1100.19 1228.43 2628 780.91 2628 981.69 2629 1108.69 2630 2628 821.88 2627 983.18 2629 1120.01 2628 830.93 2627 1048.14 2629 1151.03 2628 948.57 2628 1094.11 2629 1228.26 2628 2629 2630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 1228.43 .05 Bank Sta: Left Right 100 1228.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2627.26 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.03 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.23 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2627.19 * Flow Area (sq ft) * * 7.00 * * * E.G. Slope (ft/ft) *0.029613 * Area (sq ft) * * 7.00 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 47.31 * Top Width (ft) * * 47.31 * * * Vel Total (ft/s) * 1.43 * Avg. Vel. (ft/s) * * 1.43 * * * Max Chl Dpth (ft) * 0.23 * Hydr. Depth (ft) * * 0.15 * * * Conv. Total (cfs) * 58.1 * Conv. (cfs) * * 58.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 47.33 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.27 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.39 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2627.74 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.10 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.64 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2627.56 * Flow Area (sq ft) * * 38.56 * * * E.G. Slope (ft/ft) *0.029607 * Area (sq ft) * * 38.56 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 106.71 * Top Width (ft) * * 106.71 * * * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.59 * * * Max Chl Dpth (ft) * 0.64 * Hydr. Depth (ft) * * 0.36 * * * Conv. Total (cfs) * 581.2 * Conv. (cfs) * * 581.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 106.78 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.67 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.73 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2628.27 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.09 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.19 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.13 * Flow Area (sq ft) * * 212.48 * * * E.G. Slope (ft/ft) *0.029654 * Area (sq ft) * * 212.48 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 681.37 * Top Width (ft) * * 681.37 * * * Vel Total (ft/s) * 2.35 * Avg. Vel. (ft/s) * * 2.35 * * * Max Chl Dpth (ft) * 1.19 * Hydr. Depth (ft) * * 0.31 * * * Conv. Total (cfs) * 2903.5 * Conv. (cfs) * * 2903.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 681.49 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.58 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.36 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2628.50 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.15 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.35 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.28 * Flow Area (sq ft) * * 324.98 * * * E.G. Slope (ft/ft) *0.029614 * Area (sq ft) * * 324.98 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 696.20 * Top Width (ft) * * 696.20 * * * Vel Total (ft/s) * 3.08 * Avg. Vel. (ft/s) * * 3.08 * * * Max Chl Dpth (ft) * 1.35 * Hydr. Depth (ft) * * 0.47 * * * Conv. Total (cfs) * 5811.0 * Conv. (cfs) * * 5811.0 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 696.32 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.86 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.66 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2628.85 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.25 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.60 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.51 * Flow Area (sq ft) * * 498.71 * * * E.G. Slope (ft/ft) *0.029638 * Area (sq ft) * * 498.71 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 718.50 * Top Width (ft) * * 718.50 * * * Vel Total (ft/s) * 4.01 * Avg. Vel. (ft/s) * * 4.01 * * * Max Chl Dpth (ft) * 1.60 * Hydr. Depth (ft) * * 0.69 * * * Conv. Total (cfs) * 11617.4 * Conv. (cfs) * * 11617.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 718.62 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.15 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2629.59 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.39 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.20 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2629.13 * Flow Area (sq ft) * * 997.17 * * * E.G. Slope (ft/ft) *0.029612 * Area (sq ft) * * 997.17 * * * Q Total (cfs) * 5000.00 * Flow (cfs) * * 5000.00 * * * Top Width (ft) * 1026.95 * Top Width (ft) * * 1026.95 * * * Vel Total (ft/s) * 5.01 * Avg. Vel. (ft/s) * * 5.01 * * * Max Chl Dpth (ft) * 2.20 * Hydr. Depth (ft) * * 0.97 * * * Conv. Total (cfs) * 29056.1 * Conv. (cfs) * * 29056.1 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1027.09 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.79 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 9.00 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2630.08 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.55 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.53 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2629.47 * Flow Area (sq ft) * * 1343.28 * * * E.G. Slope (ft/ft) *0.029609 * Area (sq ft) * * 1343.28 * * * Q Total (cfs) * 8000.00 * Flow (cfs) * * 8000.00 * * * Top Width (ft) * 1068.63 * Top Width (ft) * * 1068.63 * * * Vel Total (ft/s) * 5.96 * Avg. Vel. (ft/s) * * 5.96 * * * Max Chl Dpth (ft) * 2.53 * Hydr. Depth (ft) * * 1.26 * * * Conv. Total (cfs) * 46492.2 * Conv. (cfs) * * 46492.2 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1068.77 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 2.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 13.84 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2630.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.71 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.84 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2629.80 * Flow Area (sq ft) * * 1683.39 * * * E.G. Slope (ft/ft) *0.029633 * Area (sq ft) * * 1683.39 * * * Q Total (cfs) *11380.00 * Flow (cfs) * *11380.00 * * * Top Width (ft) * 1108.06 * Top Width (ft) * * 1108.06 * * * Vel Total (ft/s) * 6.76 * Avg. Vel. (ft/s) * * 6.76 * * * Max Chl Dpth (ft) * 2.84 * Hydr. Depth (ft) * * 1.52 * * * Conv. Total (cfs) * 66107.7 * Conv. (cfs) * * 66107.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1108.20 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 2.81 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 19.00 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION RIVER: Reach #9 REACH: Reach-24 RS: 905 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2630 100.06 2630 149 2629 237.93 2629 289.26 2629 306.24 2629 306.46 2629 308.56 2629 326 2629 327.65 2629 338.89 2629 383.7 2628 387.32 2628 388.27 2628 407.23 2628 408.37 2628 415.28 2628 457.62 2628 464.25 2627 477.27 2627 519.17 2628 523.14 2628 529.89 2628 533.93 2628 535.68 2628 543.18 2628 552.4 2628 557.37 2628 562.37 2628 565.93 2628 572.86 2628 589.09 2628 593.4 2628 598.61 2628 599.72 2628 608.5 2628 614.86 2628 615.75 2628 663.08 2628 664.15 2628 719.58 2628 721.17 2628 734.25 2628 737.99 2628 738.21 2628 744.92 2628 750.89 2628 753.84 2628 758.6 2628 759.81 2628 772.78 2628 780.91 2628 821.88 2628 830.93 2628 948.57 2628 950.26 2628 981.69 2627 983.18 2627 1048.14 2628 1094.11 2629 1100.19 2629 1108.69 2629 1120.01 2629 1151.03 2629 1228.26 2630 1228.43 2630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 1228.43 .05 Bank Sta: Left Right 100 1228.43 Lengths: Left Channel 1 1 Right 1 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2627.31 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.01 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.29 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 10.51 * * * E.G. Slope (ft/ft) *0.009785 * Area (sq ft) * * 10.51 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 57.07 * Top Width (ft) * * 57.07 * * * Vel Total (ft/s) * 0.95 * Avg. Vel. (ft/s) * * 0.95 * * * Max Chl Dpth (ft) * 0.29 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 101.1 * Conv. (cfs) * * 101.1 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 57.11 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.11 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.11 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2627.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.79 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 56.09 * * * E.G. Slope (ft/ft) *0.010858 * Area (sq ft) * * 56.09 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 128.33 * Top Width (ft) * * 128.33 * * * Vel Total (ft/s) * 1.78 * Avg. Vel. (ft/s) * * 1.78 * * * Max Chl Dpth (ft) * 0.79 * Hydr. Depth (ft) * * 0.44 * * * Conv. Total (cfs) * 959.7 * Conv. (cfs) * * 959.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 128.42 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.30 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.53 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.00 * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2628.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.12 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 169.74 * * * E.G. Slope (ft/ft) *0.009918 * Area (sq ft) * * 169.74 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 675.65 * Top Width (ft) * * 675.65 * * * Vel Total (ft/s) * 1.18 * Avg. Vel. (ft/s) * * 1.18 * * * Max Chl Dpth (ft) * 1.12 * Hydr. Depth (ft) * * 0.25 * * * Conv. Total (cfs) * 2008.3 * Conv. (cfs) * * 2008.3 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 675.77 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.16 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.18 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.00 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2628.35 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.30 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 291.27 * * * E.G. Slope (ft/ft) *0.010576 * Area (sq ft) * * 291.27 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 691.79 * Top Width (ft) * * 691.79 * * * Vel Total (ft/s) * 1.72 * Avg. Vel. (ft/s) * * 1.72 * * * Max Chl Dpth (ft) * 1.30 * Hydr. Depth (ft) * * 0.42 * * * Conv. Total (cfs) * 4861.9 * Conv. (cfs) * * 4861.9 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 691.91 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.28 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.48 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2628.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.52 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 441.47 * * * E.G. Slope (ft/ft) *0.010975 * Area (sq ft) * * 441.47 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 711.23 * Top Width (ft) * * 711.23 * * * Vel Total (ft/s) * 2.27 * Avg. Vel. (ft/s) * * 2.27 * * * Max Chl Dpth (ft) * 1.52 * Hydr. Depth (ft) * * 0.62 * * * Conv. Total (cfs) * 9545.5 * Conv. (cfs) * * 9545.5 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 711.35 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.43 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.96 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.01 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2628.97 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.84 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 674.48 * * * E.G. Slope (ft/ft) *0.011276 * Area (sq ft) * * 674.48 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 740.37 * Top Width (ft) * * 740.37 * * * Vel Total (ft/s) * 2.97 * Avg. Vel. (ft/s) * * 2.97 * * * Max Chl Dpth (ft) * 1.84 * Hydr. Depth (ft) * * 0.91 * * * Conv. Total (cfs) * 18834.6 * Conv. (cfs) * * 18834.6 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 740.50 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.64 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.90 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.02 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2629.55 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.18 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.37 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1170.94 * * * E.G. Slope (ft/ft) *0.011400 * Area (sq ft) * * 1170.94 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 1048.08 * Top Width (ft) * * 1048.08 * * * Vel Total (ft/s) * 3.42 * Avg. Vel. (ft/s) * * 3.42 * * * Max Chl Dpth (ft) * 2.36 * Hydr. Depth (ft) * * 1.12 * * * Conv. Total (cfs) * 37463.8 * Conv. (cfs) * * 37463.8 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1048.22 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.80 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.72 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.03 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.02 * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2630.29 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.31 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.98 * Reach Len. (ft) * 1.00 * 1.00 * 1.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * * 1844.30 * * * E.G. Slope (ft/ft) *0.011598 * Area (sq ft) * * 1844.30 * * * Q Total (cfs) * 8200.00 * Flow (cfs) * * 8200.00 * * * Top Width (ft) * 1126.23 * Top Width (ft) * * 1126.23 * * * Vel Total (ft/s) * 4.45 * Avg. Vel. (ft/s) * * 4.45 * * * Max Chl Dpth (ft) * 2.98 * Hydr. Depth (ft) * * 1.64 * * * Conv. Total (cfs) * 76141.7 * Conv. (cfs) * * 76141.7 * * * Length Wtd. (ft) * 1.00 * Wetted Per. (ft) * * 1126.38 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.19 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.27 * * * Frctn Loss (ft) * 0.01 * Cum Volume (acre-ft) * * 0.04 * * * C & E Loss (ft) * 0.00 * Cum SA (acres) * * 0.03 * * *********************************************************************************************** CROSS SECTION RIVER: Reach #9 REACH: Reach-24 RS: 900 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ******************************************************************************** 100 2630 100.06 2630 149 2629 237.93 2629 289.26 2629 306.24 2629 306.46 2629 308.56 2629 326 2629 327.65 2629 338.89 2629 383.7 2628 387.32 2628 388.27 2628 407.23 2628 408.37 2628 415.28 2628 457.62 2628 464.25 2627 477.27 2627 519.17 2628 523.14 2628 529.89 2628 533.93 2628 535.68 2628 543.18 2628 552.4 2628 557.37 2628 562.37 2628 565.93 2628 572.86 2628 589.09 2628 593.4 2628 598.61 2628 599.72 2628 608.5 2628 614.86 2628 615.75 2628 663.08 2628 664.15 2628 719.58 2628 721.17 2628 734.25 2628 737.99 2628 738.21 2628 744.92 2628 750.89 2628 753.84 2628 758.6 2628 759.81 2628 772.78 2628 780.91 2628 821.88 2628 830.93 2628 948.57 2628 950.26 2628 981.69 2627 983.18 2627 1048.14 2628 1094.11 2629 1100.19 2629 1108.69 2629 1120.01 2629 1151.03 2629 1228.26 2630 1228.43 2630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ************************************************ 100 .05 100 .05 1228.43 .05 Bank Sta: Left Right 100 1228.43 Coeff Contr. .1 Expan. .3 CROSS SECTION OUTPUT Profile #PF 1 *********************************************************************************************** * E.G. Elev (ft) * 2627.30 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2627.19 * Flow Area (sq ft) * * 9.72 * * * E.G. Slope (ft/ft) *0.012106 * Area (sq ft) * * 9.72 * * * Q Total (cfs) * 10.00 * Flow (cfs) * * 10.00 * * * Top Width (ft) * 55.02 * Top Width (ft) * * 55.02 * * * Vel Total (ft/s) * 1.03 * Avg. Vel. (ft/s) * * 1.03 * * * Max Chl Dpth (ft) * 0.28 * Hydr. Depth (ft) * * 0.18 * * * Conv. Total (cfs) * 90.9 * Conv. (cfs) * * 90.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 55.05 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.13 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.14 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 *********************************************************************************************** * E.G. Elev (ft) * 2627.82 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2627.77 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2627.56 * Flow Area (sq ft) * * 53.86 * * * E.G. Slope (ft/ft) *0.012105 * Area (sq ft) * * 53.86 * * * Q Total (cfs) * 100.00 * Flow (cfs) * * 100.00 * * * Top Width (ft) * 125.78 * Top Width (ft) * * 125.78 * * * Vel Total (ft/s) * 1.86 * Avg. Vel. (ft/s) * * 1.86 * * * Max Chl Dpth (ft) * 0.77 * Hydr. Depth (ft) * * 0.43 * * * Conv. Total (cfs) * 908.9 * Conv. (cfs) * * 908.9 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 125.87 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.32 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.60 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 3 *********************************************************************************************** * E.G. Elev (ft) * 2628.13 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.02 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.11 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2627.76 * Flow Area (sq ft) * * 159.69 * * * E.G. Slope (ft/ft) *0.012124 * Area (sq ft) * * 159.69 * * * Q Total (cfs) * 200.00 * Flow (cfs) * * 200.00 * * * Top Width (ft) * 674.30 * Top Width (ft) * * 674.30 * * * Vel Total (ft/s) * 1.25 * Avg. Vel. (ft/s) * * 1.25 * * * Max Chl Dpth (ft) * 1.11 * Hydr. Depth (ft) * * 0.24 * * * Conv. Total (cfs) * 1816.4 * Conv. (cfs) * * 1816.4 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 674.42 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.18 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.22 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 4 *********************************************************************************************** * E.G. Elev (ft) * 2628.33 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.05 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.28 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.13 * Flow Area (sq ft) * * 279.46 * * * E.G. Slope (ft/ft) *0.012104 * Area (sq ft) * * 279.46 * * * Q Total (cfs) * 500.00 * Flow (cfs) * * 500.00 * * * Top Width (ft) * 690.24 * Top Width (ft) * * 690.24 * * * Vel Total (ft/s) * 1.79 * Avg. Vel. (ft/s) * * 1.79 * * * Max Chl Dpth (ft) * 1.28 * Hydr. Depth (ft) * * 0.40 * * * Conv. Total (cfs) * 4544.6 * Conv. (cfs) * * 4544.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 690.35 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.31 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 0.55 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 5 *********************************************************************************************** * E.G. Elev (ft) * 2628.58 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.08 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.50 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.28 * Flow Area (sq ft) * * 428.11 * * * E.G. Slope (ft/ft) *0.012119 * Area (sq ft) * * 428.11 * * * Q Total (cfs) * 1000.00 * Flow (cfs) * * 1000.00 * * * Top Width (ft) * 709.52 * Top Width (ft) * * 709.52 * * * Vel Total (ft/s) * 2.34 * Avg. Vel. (ft/s) * * 2.34 * * * Max Chl Dpth (ft) * 1.50 * Hydr. Depth (ft) * * 0.60 * * * Conv. Total (cfs) * 9083.7 * Conv. (cfs) * * 9083.7 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 709.64 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.46 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 1.07 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 6 *********************************************************************************************** * E.G. Elev (ft) * 2628.96 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.14 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2628.82 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.53 * Flow Area (sq ft) * * 659.50 * * * E.G. Slope (ft/ft) *0.012112 * Area (sq ft) * * 659.50 * * * Q Total (cfs) * 2000.00 * Flow (cfs) * * 2000.00 * * * Top Width (ft) * 738.53 * Top Width (ft) * * 738.53 * * * Vel Total (ft/s) * 3.03 * Avg. Vel. (ft/s) * * 3.03 * * * Max Chl Dpth (ft) * 1.82 * Hydr. Depth (ft) * * 0.89 * * * Conv. Total (cfs) * 18172.6 * Conv. (cfs) * * 18172.6 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 738.66 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.68 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.05 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 7 *********************************************************************************************** * E.G. Elev (ft) * 2629.53 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.19 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.34 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2628.85 * Flow Area (sq ft) * * 1148.96 * * * E.G. Slope (ft/ft) *0.012102 * Area (sq ft) * * 1148.96 * * * Q Total (cfs) * 4000.00 * Flow (cfs) * * 4000.00 * * * Top Width (ft) * 1045.43 * Top Width (ft) * * 1045.43 * * * Vel Total (ft/s) * 3.48 * Avg. Vel. (ft/s) * * 3.48 * * * Max Chl Dpth (ft) * 2.34 * Hydr. Depth (ft) * * 1.10 * * * Conv. Total (cfs) * 36360.5 * Conv. (cfs) * * 36360.5 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1045.57 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 0.83 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 2.89 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** CROSS SECTION OUTPUT Profile #PF 8 *********************************************************************************************** * E.G. Elev (ft) * 2630.28 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.32 * Wt. n-Val. * * 0.050 * * * W.S. Elev (ft) * 2629.96 * Reach Len. (ft) * * * * * Crit W.S. (ft) * 2629.49 * Flow Area (sq ft) * * 1819.04 * * * E.G. Slope (ft/ft) *0.012103 * Area (sq ft) * * 1819.04 * * * Q Total (cfs) * 8200.00 * Flow (cfs) * * 8200.00 * * * Top Width (ft) * 1123.40 * Top Width (ft) * * 1123.40 * * * Vel Total (ft/s) * 4.51 * Avg. Vel. (ft/s) * * 4.51 * * * Max Chl Dpth (ft) * 2.96 * Hydr. Depth (ft) * * 1.62 * * * Conv. Total (cfs) * 74536.3 * Conv. (cfs) * * 74536.3 * * * Length Wtd. (ft) * * Wetted Per. (ft) * * 1123.54 * * * Min Ch El (ft) * 2627.00 * Shear (lb/sq ft) * * 1.22 * * * Alpha * 1.00 * Stream Power (lb/ft s) * * 5.51 * * * Frctn Loss (ft) * * Cum Volume (acre-ft) * * * * * C & E Loss (ft) * * Cum SA (acres) * * * * *********************************************************************************************** ******************************************************************************** SUMMARY OF MANNING'S N VALUES River:Reach #1 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-51 * 105 * .05* .05* .05* *Reach-51 * 100 * .05* .05* .05* ***************************************************************** River:Reach #10 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-19 * 1005 * .05* .05* .05* *Reach-19 * 1000 * .05* .05* .05* *Reach-23-24-23 * 1005 * .05* .05* .05* *Reach-23-24-23 * 1000 * .05* .05* .05* *Reach-23-24-24 * 1005 * .05* .05* .05* *Reach-23-24-24 * 1000 * .05* .05* .05* ***************************************************************** River:Reach #11 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-19-20-20 * 1105 * .05* .05* .05* *Reach-19-20-20 * 1100 * .05* .05* .05* *Reach-20-26-20 * 1105 * .05* .05* .05* *Reach-20-26-20 * 1100 * .05* .05* .05* *Reach-20-26-26 * 1105 * .05* .05* .05* *Reach-20-26-26 * 1100 * .05* .05* .05* ***************************************************************** River:Reach #12 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-34-35-35 * 1205 * .05* .05* .05* *Reach-34-35-35 * 1200 * .05* .05* .05* *Reach-35-36-35 * 1205 * .05* .05* .05* *Reach-35-36-35 * 1200 * .05* .05* .05* *Reach-35-36-36 * 1205 * .05* .05* .05* *Reach-35-36-36 * 1200 * .05* .05* .05* *Reach-36-37-36 * 1205 * .05* .05* .05* *Reach-36-37-36 * 1200 * .05* .05* .05* *Reach-36-37-37 * 1205 * .05* .05* .05* *Reach-36-37-37 * 1200 * .05* .05* .05* ***************************************************************** River:Reach #13 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-38-39-38 * 1305 * .05* .05* .05* *Reach-38-39-38 * 1300 * .05* .05* .05* *Reach-38-39-39 * 1305 * .05* .05* .05* *Reach-38-39-39 * 1300 * .05* .05* .05* *Reach-39 * 1305 * .05* .05* .05* *Reach-39 * 1300 * .05* .05* .05* *Reach-41-39 * 1305 * .05* .05* .05* *Reach-41-39 * 1300 * .05* .05* .05* *Reach-41-68 * 1305 * .05* .05* .05* *Reach-41-68 * 1300 * .05* .05* .05* ***************************************************************** River:Reach #14 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-7 * 1405 * .05* .05* .05* *Reach-7 * 1400 * .05* .05* .05* *Reach-8 * 1405 * .05* .05* .05* *Reach-8 * 1400 * .05* .05* .05* *Reach-9 * 1405 * .05* .05* .05* *Reach-9 * 1400 * .05* .05* .05* *Reach-10 * 1405 * .05* .05* .05* *Reach-10 * 1400 * .05* .05* .05* ***************************************************************** River:Reach #15 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-6-7-6 * 1505 * .05* .05* .05* *Reach-6-7-6 * 1500 * .05* .05* .05* *Reach-6-7-7 * 1505 * .05* .05* .05* *Reach-6-7-7 * 1500 * .05* .05* .05* *Reach-7-11-7 * 1505 * .05* .05* .05* *Reach-7-11-7 * 1500 * .05* .05* .05* ***************************************************************** River:Reach #16 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-15 * 1605 * .05* .05* .05* *Reach-15 * 1600 * .05* .05* .05* *Reach-16 * 1605 * .05* .05* .05* *Reach-16 * 1600 * .05* .05* .05* *Reach-16-17-16 * 1605 * .05* .05* .05* *Reach-16-17-16 * 1600 * .05* .05* .05* *Reach-16-17-17 * 1605 * .05* .05* .05* *Reach-16-17-17 * 1600 * .05* .05* .05* *Reach-17 * 1605 * .05* .05* .05* *Reach-17 * 1600 * .05* .05* .05* *Reach-18 * 1605 * .05* .05* .05* *Reach-18 * 1600 * .05* .05* .05* *Reach-19-20-19 * 1605 * .05* .05* .05* *Reach-19-20-19 * 1600 * .05* .05* .05* ***************************************************************** River:Reach #17 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-7-11-11 * 1705 * .05* .05* .05* *Reach-7-11-11 * 1700 * .05* .05* .05* *Reach-11-12A * 1705 * .05* .05* .05* *Reach-11-12A * 1700 * .05* .05* .05* *Reach-11-12-11 * 1705 * .05* .05* .05* *Reach-11-12-11 * 1700 * .05* .05* .05* *Reach-11-12-12 * 1705 * .05* .05* .05* *Reach-11-12-12 * 1700 * .05* .05* .05* *Reach-12A * 1705 * .05* .05* .05* *Reach-12A * 1700 * .05* .05* .05* ***************************************************************** River:Reach #18 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-61 * 1805 * .05* .05* .05* *Reach-61 * 1800 * .05* .05* .05* *Reach-60 * 1805 * .05* .05* .05* *Reach-60 * 1800 * .05* .05* .05* *Reach-59A * 1805 * .05* .05* .05* *Reach-59A * 1800 * .05* .05* .05* *Reach-59 * 1805 * .05* .05* .05* *Reach-59 * 1800 * .05* .05* .05* *Reach-53A * 1805 * .05* .05* .05* *Reach-53A * 1800 * .05* .05* .05* *Reach-52-53-53 * 1805 * .05* .05* .05* *Reach-52-53-53 * 1800 * .05* .05* .05* *Reach-52-53-52 * 1805 * .05* .05* .05* *Reach-52-53-52 * 1800 * .05* .05* .05* *Reach-2 * 1805 * .05* .05* .05* *Reach-2 * 1800 * .05* .05* .05* ***************************************************************** River:Reach #2 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-3 * 205 * .05* .05* .05* *Reach-3 * 200 * .05* .05* .05* *Reach-4 * 205 * .05* .05* .05* *Reach-4 * 200 * .05* .05* .05* *Reach-5 * 205 * .05* .05* .05* *Reach-5 * 200 * .05* .05* .05* *Reach-6 * 205 * .05* .05* .05* *Reach-6 * 200 * .05* .05* .05* *Reach-64 * 205 * .05* .05* .05* *Reach-64 * 200 * .05* .05* .05* *Reach-62A-6263 * 205 * .05* .05* .05* *Reach-62A-6263 * 200 * .05* .05* .05* *Reach-62A-62 * 205 * .05* .05* .05* *Reach-62A-62 * 200 * .05* .05* .05* *Reach-62-63-62 * 205 * .05* .05* .05* *Reach-62-63-62 * 200 * .05* .05* .05* *Reach-62-63-63 * 205 * .05* .05* .05* *Reach-62-63-63 * 200 * .05* .05* .05* ***************************************************************** River:Reach #3 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-65-66-65 * 305 * .05* .05* .05* *Reach-65-66-65 * 300 * .05* .05* .05* *Reach-65-66-66 * 305 * .05* .05* .05* *Reach-65-66-66 * 300 * .05* .05* .05* ***************************************************************** River:Reach #4 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-65 * 405 * .05* .05* .05* *Reach-65 * 400 * .05* .05* .05* *Reach-66 * 405 * .05* .05* .05* *Reach-66 * 400 * .05* .05* .05* ***************************************************************** River:Reach #5 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-48-50-50 * 505 * .05* .05* .05* *Reach-48-50-50 * 500 * .05* .05* .05* *Reach-48-50-48 * 505 * .05* .05* .05* *Reach-48-50-48 * 500 * .05* .05* .05* ***************************************************************** River:Reach #6 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-38 * 605 * .05* .05* .05* *Reach-38 * 600 * .05* .05* .05* *Reach-40 * 605 * .05* .05* .05* *Reach-40 * 600 * .05* .05* .05* ***************************************************************** River:Reach #7 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-11 * 705 * .05* .05* .05* *Reach-11 * 700 * .05* .05* .05* *Reach-12 * 705 * .05* .05* .05* *Reach-12 * 700 * .05* .05* .05* *Reach-31 * 705 * .05* .05* .05* *Reach-31 * 700 * .05* .05* .05* *Reach-31-32-31 * 705 * .05* .05* .05* *Reach-31-32-31 * 700 * .05* .05* .05* *Reach-34 * 705 * .05* .05* .05* *Reach-34 * 700 * .05* .05* .05* *Reach-34-35-34 * 705 * .05* .05* .05* *Reach-34-35-34 * 700 * .05* .05* .05* ***************************************************************** River:Reach #8 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-28-30-28 * 805 * .05* .05* .05* *Reach-28-30-28 * 800 * .05* .05* .05* *Reach-28-30-30 * 805 * .05* .05* .05* *Reach-28-30-30 * 800 * .05* .05* .05* *Reach-30 * 805 * .05* .05* .05* *Reach-30 * 800 * .05* .05* .05* *Reach-30-32-2830* 805 * .05* .05* .05* *Reach-30-32-2830* 800 * .05* .05* .05* *Reach-30-32-32 * 805 * .05* .05* .05* *Reach-30-32-32 * 800 * .05* .05* .05* *Reach-31-32-32 * 805 * .05* .05* .05* *Reach-31-32-32 * 800 * .05* .05* .05* *Reach-32 * 805 * .05* .05* .05* *Reach-32 * 800 * .05* .05* .05* ***************************************************************** River:Reach #9 ***************************************************************** * Reach * River Sta. * n1 * n2 * n3 * ***************************************************************** *Reach-13 * 905 * .05* .05* .05* *Reach-13 * 900 * .05* .05* .05* *Reach-14 * 905 * .05* .05* .05* *Reach-14 * 900 * .05* .05* .05* *Reach-24 * 905 * .05* .05* .05* *Reach-24 * 900 * .05* .05* .05* ***************************************************************** ******************************************************************************** SUMMARY OF REACH LENGTHS River: Reach #1 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-51 * 105 * 1* 1* 1* *Reach-51 * 100 * * * * ***************************************************************** River: Reach #10 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-19 * 1005 * 1* 1* 1* *Reach-19 * 1000 * * * * *Reach-23-24-23 * 1005 * 1* 1* 1* *Reach-23-24-23 * 1000 * * * * *Reach-23-24-24 * 1005 * 1* 1* 1* *Reach-23-24-24 * 1000 * * * * ***************************************************************** River: Reach #11 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-19-20-20 * 1105 * 1* 1* 1* *Reach-19-20-20 * 1100 * * * * *Reach-20-26-20 * 1105 * 1* 1* 1* *Reach-20-26-20 * 1100 * * * * *Reach-20-26-26 * 1105 * 1* 1* 1* *Reach-20-26-26 * 1100 * * * * ***************************************************************** River: Reach #12 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-34-35-35 * 1205 * 1* 1* 1* *Reach-34-35-35 * 1200 * * * * *Reach-35-36-35 * 1205 * 1* 1* 1* *Reach-35-36-35 * 1200 * * * * *Reach-35-36-36 * 1205 * 1* 1* 1* *Reach-35-36-36 * 1200 * * * * *Reach-36-37-36 * 1205 * 1* 1* 1* *Reach-36-37-36 * 1200 * * * * *Reach-36-37-37 * 1205 * 1* 1* 1* *Reach-36-37-37 * 1200 * * * * ***************************************************************** River: Reach #13 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-38-39-38 * 1305 * 1* 1* 1* *Reach-38-39-38 * 1300 * * * * *Reach-38-39-39 * 1305 * 1* 1* 1* *Reach-38-39-39 * 1300 * * * * *Reach-39 * 1305 * 1* 1* 1* *Reach-39 * 1300 * * * * *Reach-41-39 * 1305 * 1* 1* 1* *Reach-41-39 * 1300 * * * * *Reach-41-68 * 1305 * 1* 1* 1* *Reach-41-68 * 1300 * * * * ***************************************************************** River: Reach #14 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-7 * 1405 * 1* 1* 1* *Reach-7 * 1400 * * * * *Reach-8 * 1405 * 1* 1* 1* *Reach-8 * 1400 * * * * *Reach-9 * 1405 * 1* 1* 1* *Reach-9 * 1400 * * * * *Reach-10 * 1405 * 1* 1* 1* *Reach-10 * 1400 * * * * ***************************************************************** River: Reach #15 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-6-7-6 * 1505 * 1* 1* 1* *Reach-6-7-6 * 1500 * * * * *Reach-6-7-7 * 1505 * 1* 1* 1* *Reach-6-7-7 * 1500 * * * * *Reach-7-11-7 * 1505 * 1* 1* 1* *Reach-7-11-7 * 1500 * * * * ***************************************************************** River: Reach #16 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-15 * 1605 * 1* 1* 1* *Reach-15 * 1600 * * * * *Reach-16 * 1605 * 1* 1* 1* *Reach-16 * 1600 * * * * *Reach-16-17-16 * 1605 * 1* 1* 1* *Reach-16-17-16 * 1600 * * * * *Reach-16-17-17 * 1605 * 1* 1* 1* *Reach-16-17-17 * 1600 * * * * *Reach-17 * 1605 * 1* 1* 1* *Reach-17 * 1600 * * * * *Reach-18 * 1605 * 1* 1* 1* *Reach-18 * 1600 * * * * *Reach-19-20-19 * 1605 * 1* 1* 1* *Reach-19-20-19 * 1600 * * * * ***************************************************************** River: Reach #17 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-7-11-11 * 1705 * 1* 1* 1* *Reach-7-11-11 * 1700 * * * * *Reach-11-12A * 1705 * 1* 1* 1* *Reach-11-12A * 1700 * * * * *Reach-11-12-11 * 1705 * 1* 1* 1* *Reach-11-12-11 * 1700 * * * * *Reach-11-12-12 * 1705 * 1* 1* 1* *Reach-11-12-12 * 1700 * * * * *Reach-12A * 1705 * 1* 1* 1* *Reach-12A * 1700 * * * * ***************************************************************** River: Reach #18 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-61 * 1805 * 1* 1* 1* *Reach-61 * 1800 * * * * *Reach-60 * 1805 * 1* 1* 1* *Reach-60 * 1800 * * * * *Reach-59A * 1805 * 1* 1* 1* *Reach-59A * 1800 * * * * *Reach-59 * 1805 * 1* 1* 1* *Reach-59 * 1800 * * * * *Reach-53A * 1805 * 1* 1* 1* *Reach-53A * 1800 * * * * *Reach-52-53-53 * 1805 * 1* 1* 1* *Reach-52-53-53 * 1800 * * * * *Reach-52-53-52 * 1805 * 1* 1* 1* *Reach-52-53-52 * 1800 * * * * *Reach-2 * 1805 * 1* 1* 1* *Reach-2 * 1800 * * * * ***************************************************************** River: Reach #2 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-3 * 205 * 1* 1* 1* *Reach-3 * 200 * * * * *Reach-4 * 205 * 1* 1* 1* *Reach-4 * 200 * * * * *Reach-5 * 205 * 1* 1* 1* *Reach-5 * 200 * * * * *Reach-6 * 205 * 1* 1* 1* *Reach-6 * 200 * * * * *Reach-64 * 205 * 1* 1* 1* *Reach-64 * 200 * * * * *Reach-62A-6263 * 205 * 1* 1* 1* *Reach-62A-6263 * 200 * * * * *Reach-62A-62 * 205 * 1* 1* 1* *Reach-62A-62 * 200 * * * * *Reach-62-63-62 * 205 * 1* 1* 1* *Reach-62-63-62 * 200 * * * * *Reach-62-63-63 * 205 * 1* 1* 1* *Reach-62-63-63 * 200 * * * * ***************************************************************** River: Reach #3 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-65-66-65 * 305 * 1* 1* 1* *Reach-65-66-65 * 300 * * * * *Reach-65-66-66 * 305 * 1* 1* 1* *Reach-65-66-66 * 300 * * * * ***************************************************************** River: Reach #4 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-65 * 405 * 1* 1* 1* *Reach-65 * 400 * * * * *Reach-66 * 405 * 1* 1* 1* *Reach-66 * 400 * * * * ***************************************************************** River: Reach #5 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-48-50-50 * 505 * 1* 1* 1* *Reach-48-50-50 * 500 * * * * *Reach-48-50-48 * 505 * 1* 1* 1* *Reach-48-50-48 * 500 * * * * ***************************************************************** River: Reach #6 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-38 * 605 * 1* 1* 1* *Reach-38 * 600 * * * * *Reach-40 * 605 * 1* 1* 1* *Reach-40 * 600 * * * * ***************************************************************** River: Reach #7 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-11 * 705 * 1* 1* 1* *Reach-11 * 700 * * * * *Reach-12 * 705 * 1* 1* 1* *Reach-12 * 700 * * * * *Reach-31 * 705 * 1* 1* 1* *Reach-31 * 700 * * * * *Reach-31-32-31 * 705 * 1* 1* 1* *Reach-31-32-31 * 700 * * * * *Reach-34 * 705 * 1* 1* 1* *Reach-34 * 700 * * * * *Reach-34-35-34 * 705 * 1* 1* 1* *Reach-34-35-34 * 700 * * * * ***************************************************************** River: Reach #8 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-28-30-28 * 805 * 1* 1* 1* *Reach-28-30-28 * 800 * * * * *Reach-28-30-30 * 805 * 1* 1* 1* *Reach-28-30-30 * 800 * * * * *Reach-30 * 805 * 1* 1* 1* *Reach-30 * 800 * * * * *Reach-30-32-2830* 805 * 1* 1* 1* *Reach-30-32-2830* 800 * * * * *Reach-30-32-32 * 805 * 1* 1* 1* *Reach-30-32-32 * 800 * * * * *Reach-31-32-32 * 805 * 1* 1* 1* *Reach-31-32-32 * 800 * * * * *Reach-32 * 805 * 1* 1* 1* *Reach-32 * 800 * * * * ***************************************************************** River: Reach #9 ***************************************************************** * Reach * River Sta. * Left * Channel * Right * ***************************************************************** *Reach-13 * 905 * 1* 1* 1* *Reach-13 * 900 * * * * *Reach-14 * 905 * 1* 1* 1* *Reach-14 * 900 * * * * *Reach-24 * 905 * 1* 1* 1* *Reach-24 * 900 * * * * ***************************************************************** ******************************************************************************** SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Reach #1 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-51 * 105 * .1* .3* *Reach-51 * 100 * .1* .3* ******************************************************* River: Reach #10 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-19 * 1005 * .1* .3* *Reach-19 * 1000 * .1* .3* *Reach-23-24-23 * 1005 * .1* .3* *Reach-23-24-23 * 1000 * .1* .3* *Reach-23-24-24 * 1005 * .1* .3* *Reach-23-24-24 * 1000 * .1* .3* ******************************************************* River: Reach #11 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-19-20-20 * 1105 * .1* .3* *Reach-19-20-20 * 1100 * .1* .3* *Reach-20-26-20 * 1105 * .1* .3* *Reach-20-26-20 * 1100 * .1* .3* *Reach-20-26-26 * 1105 * .1* .3* *Reach-20-26-26 * 1100 * .1* .3* ******************************************************* River: Reach #12 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-34-35-35 * 1205 * .1* .3* *Reach-34-35-35 * 1200 * .1* .3* *Reach-35-36-35 * 1205 * .1* .3* *Reach-35-36-35 * 1200 * .1* .3* *Reach-35-36-36 * 1205 * .1* .3* *Reach-35-36-36 * 1200 * .1* .3* *Reach-36-37-36 * 1205 * .1* .3* *Reach-36-37-36 * 1200 * .1* .3* *Reach-36-37-37 * 1205 * .1* .3* *Reach-36-37-37 * 1200 * .1* .3* ******************************************************* River: Reach #13 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-38-39-38 * 1305 * .1* .3* *Reach-38-39-38 * 1300 * .1* .3* *Reach-38-39-39 * 1305 * .1* .3* *Reach-38-39-39 * 1300 * .1* .3* *Reach-39 * 1305 * .1* .3* *Reach-39 * 1300 * .1* .3* *Reach-41-39 * 1305 * .1* .3* *Reach-41-39 * 1300 * .1* .3* *Reach-41-68 * 1305 * .1* .3* *Reach-41-68 * 1300 * .1* .3* ******************************************************* River: Reach #14 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-7 * 1405 * .1* .3* *Reach-7 * 1400 * .1* .3* *Reach-8 * 1405 * .1* .3* *Reach-8 * 1400 * .1* .3* *Reach-9 * 1405 * .1* .3* *Reach-9 * 1400 * .1* .3* *Reach-10 * 1405 * .1* .3* *Reach-10 * 1400 * .1* .3* ******************************************************* River: Reach #15 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-6-7-6 * 1505 * .1* .3* *Reach-6-7-6 * 1500 * .1* .3* *Reach-6-7-7 * 1505 * .1* .3* *Reach-6-7-7 * 1500 * .1* .3* *Reach-7-11-7 * 1505 * .1* .3* *Reach-7-11-7 * 1500 * .1* .3* ******************************************************* River: Reach #16 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-15 * 1605 * .1* .3* *Reach-15 * 1600 * .1* .3* *Reach-16 * 1605 * .1* .3* *Reach-16 * 1600 * .1* .3* *Reach-16-17-16 * 1605 * .1* .3* *Reach-16-17-16 * 1600 * .1* .3* *Reach-16-17-17 * 1605 * .1* .3* *Reach-16-17-17 * 1600 * .1* .3* *Reach-17 * 1605 * .1* .3* *Reach-17 * 1600 * .1* .3* *Reach-18 * 1605 * .1* .3* *Reach-18 * 1600 * .1* .3* *Reach-19-20-19 * 1605 * .1* .3* *Reach-19-20-19 * 1600 * .1* .3* ******************************************************* River: Reach #17 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-7-11-11 * 1705 * .1* .3* *Reach-7-11-11 * 1700 * .1* .3* *Reach-11-12A * 1705 * .1* .3* *Reach-11-12A * 1700 * .1* .3* *Reach-11-12-11 * 1705 * .1* .3* *Reach-11-12-11 * 1700 * .1* .3* *Reach-11-12-12 * 1705 * .1* .3* *Reach-11-12-12 * 1700 * .1* .3* *Reach-12A * 1705 * .1* .3* *Reach-12A * 1700 * .1* .3* ******************************************************* River: Reach #18 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-61 * 1805 * .1* .3* *Reach-61 * 1800 * .1* .3* *Reach-60 * 1805 * .1* .3* *Reach-60 * 1800 * .1* .3* *Reach-59A * 1805 * .1* .3* *Reach-59A * 1800 * .1* .3* *Reach-59 * 1805 * .1* .3* *Reach-59 * 1800 * .1* .3* *Reach-53A * 1805 * .1* .3* *Reach-53A * 1800 * .1* .3* *Reach-52-53-53 * 1805 * .1* .3* *Reach-52-53-53 * 1800 * .1* .3* *Reach-52-53-52 * 1805 * .1* .3* *Reach-52-53-52 * 1800 * .1* .3* *Reach-2 * 1805 * .1* .3* *Reach-2 * 1800 * .1* .3* ******************************************************* River: Reach #2 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-3 * 205 * .1* .3* *Reach-3 * 200 * .1* .3* *Reach-4 * 205 * .1* .3* *Reach-4 * 200 * .1* .3* *Reach-5 * 205 * .1* .3* *Reach-5 * 200 * .1* .3* *Reach-6 * 205 * .1* .3* *Reach-6 * 200 * .1* .3* *Reach-64 * 205 * .1* .3* *Reach-64 * 200 * .1* .3* *Reach-62A-6263 * 205 * .1* .3* *Reach-62A-6263 * 200 * .1* .3* *Reach-62A-62 * 205 * .1* .3* *Reach-62A-62 * 200 * .1* .3* *Reach-62-63-62 * 205 * .1* .3* *Reach-62-63-62 * 200 * .1* .3* *Reach-62-63-63 * 205 * .1* .3* *Reach-62-63-63 * 200 * .1* .3* ******************************************************* River: Reach #3 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-65-66-65 * 305 * .1* .3* *Reach-65-66-65 * 300 * .1* .3* *Reach-65-66-66 * 305 * .1* .3* *Reach-65-66-66 * 300 * .1* .3* ******************************************************* River: Reach #4 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-65 * 405 * .1* .3* *Reach-65 * 400 * .1* .3* *Reach-66 * 405 * .1* .3* *Reach-66 * 400 * .1* .3* ******************************************************* River: Reach #5 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-48-50-50 * 505 * .1* .3* *Reach-48-50-50 * 500 * .1* .3* *Reach-48-50-48 * 505 * .1* .3* *Reach-48-50-48 * 500 * .1* .3* ******************************************************* River: Reach #6 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-38 * 605 * .1* .3* *Reach-38 * 600 * .1* .3* *Reach-40 * 605 * .1* .3* *Reach-40 * 600 * .1* .3* ******************************************************* River: Reach #7 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-11 * 705 * .1* .3* *Reach-11 * 700 * .1* .3* *Reach-12 * 705 * .1* .3* *Reach-12 * 700 * .1* .3* *Reach-31 * 705 * .1* .3* *Reach-31 * 700 * .1* .3* *Reach-31-32-31 * 705 * .1* .3* *Reach-31-32-31 * 700 * .1* .3* *Reach-34 * 705 * .1* .3* *Reach-34 * 700 * .1* .3* *Reach-34-35-34 * 705 * .1* .3* *Reach-34-35-34 * 700 * .1* .3* ******************************************************* River: Reach #8 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-28-30-28 * 805 * .1* .3* *Reach-28-30-28 * 800 * .1* .3* *Reach-28-30-30 * 805 * .1* .3* *Reach-28-30-30 * 800 * .1* .3* *Reach-30 * 805 * .1* .3* *Reach-30 * 800 * .1* .3* *Reach-30-32-2830* 805 * .1* .3* *Reach-30-32-2830* 800 * .1* .3* *Reach-30-32-32 * 805 * .1* .3* *Reach-30-32-32 * 800 * .1* .3* *Reach-31-32-32 * 805 * .1* .3* *Reach-31-32-32 * 800 * .1* .3* *Reach-32 * 805 * .1* .3* *Reach-32 * 800 * .1* .3* ******************************************************* River: Reach #9 ******************************************************* * Reach * River Sta. * Contr. * Expan. * ******************************************************* *Reach-13 * 905 * .1* .3* *Reach-13 * 900 * .1* .3* *Reach-14 * 905 * .1* .3* *Reach-14 * 900 * .1* .3* *Reach-24 * 905 * .1* .3* *Reach-24 * 900 * .1* .3* ******************************************************* Profile Output Table - Standard Table 1 ************************************************************************************************************************************* *********************************** * River * Reach * River Sta * Q Total * Min Ch El * W.S. Elev * Crit W.S. * E.G. Elev * E.G. Slope * Vel Chnl * Flow Area * Top Width * Froude # Chl * * * * * (cfs) * (ft) * (ft) * (ft) * (ft) * (ft/ft) * (ft/s) * (sq ft) * (ft) * * ************************************************************************************************************************************* *********************************** * Reach #9 * Reach-24 * 905 * 10.00 * 2627.00 * 2627.29 * * 2627.31 * 0.009785 * 0.95 * 10.51 * 57.07 * 0.39 * * Reach #9 * Reach-24 * 905 * 100.00 * 2627.00 * 2627.79 * * 2627.84 * 0.010858 * 1.78 * 56.09 * 128.33 * 0.48 * * Reach #9 * Reach-24 * 905 * 200.00 * 2627.00 * 2628.12 * * 2628.15 * 0.009918 * 1.18 * 169.74 * 675.65 * 0.41 * * Reach #9 * Reach-24 * 905 * 500.00 * 2627.00 * 2628.30 * * 2628.35 * 0.010576 * 1.72 * 291.27 * 691.79 * 0.47 * * Reach #9 * Reach-24 * 905 * 1000.00 * 2627.00 * 2628.52 * * 2628.60 * 0.010975 * 2.27 * 441.47 * 711.23 * 0.51 * * Reach #9 * Reach-24 * 905 * 2000.00 * 2627.00 * 2628.84 * * 2628.97 * 0.011276 * 2.97 * 674.48 * 740.37 * 0.55 * * Reach #9 * Reach-24 * 905 * 4000.00 * 2627.00 * 2629.37 * * 2629.55 * 0.011400 * 3.42 * 1170.94 * 1048.08 * 0.57 * * Reach #9 * Reach-24 * 905 * 8200.00 * 2627.00 * 2629.98 * * 2630.29 * 0.011598 * 4.45 * 1844.30 * 1126.23 * 0.61 * * * * * * * * * * * * * * * * Reach #9 * Reach-24 * 900 * 10.00 * 2627.00 * 2627.28 * 2627.19 * 2627.30 * 0.012106 * 1.03 * 9.72 * 55.02 * 0.43 * * Reach #9 * Reach-24 * 900 * 100.00 * 2627.00 * 2627.77 * 2627.56 * 2627.82 * 0.012105 * 1.86 * 53.86 * 125.78 * 0.50 * * Reach #9 * Reach-24 * 900 * 200.00 * 2627.00 * 2628.11 * 2627.76 * 2628.13 * 0.012124 * 1.25 * 159.69 * 674.30 * 0.45 * * Reach #9 * Reach-24 * 900 * 500.00 * 2627.00 * 2628.28 * 2628.13 * 2628.33 * 0.012104 * 1.79 * 279.46 * 690.24 * 0.50 * * Reach #9 * Reach-24 * 900 * 1000.00 * 2627.00 * 2628.50 * 2628.28 * 2628.58 * 0.012119 * 2.34 * 428.11 * 709.52 * 0.53 * * Reach #9 * Reach-24 * 900 * 2000.00 * 2627.00 * 2628.82 * 2628.53 * 2628.96 * 0.012112 * 3.03 * 659.50 * 738.53 * 0.57 * * Reach #9 * Reach-24 * 900 * 4000.00 * 2627.00 * 2629.34 * 2628.85 * 2629.53 * 0.012102 * 3.48 * 1148.96 * 1045.43 * 0.59 * * Reach #9 * Reach-24 * 900 * 8200.00 * 2627.00 * 2629.96 * 2629.49 * 2630.28 * 0.012103 * 4.51 * 1819.04 * 1123.40 * 0.62 * * * * * * * * * * * * * * * * Reach #9 * Reach-14 * 905 * 10.00 * 2627.00 * 2627.26 * * 2627.28 * 0.016564 * 1.15 * 8.66 * 52.16 * 0.50 * * Reach #9 * Reach-14 * 905 * 100.00 * 2627.00 * 2627.69 * * 2627.77 * 0.020864 * 2.28 * 43.95 * 113.79 * 0.65 * * Reach #9 * Reach-14 * 905 * 500.00 * 2627.00 * 2628.23 * * 2628.30 * 0.019498 * 2.07 * 241.51 * 685.23 * 0.61 * * Reach #9 * Reach-14 * 905 * 1000.00 * 2627.00 * 2628.40 * * 2628.52 * 0.020926 * 2.77 * 361.65 * 700.96 * 0.68 * * Reach #9 * Reach-14 * 905 * 2000.00 * 2627.00 * 2628.66 * * 2628.87 * 0.021983 * 3.65 * 547.33 * 724.61 * 0.74 * * Reach #9 1091.72 * * Reach #9 1476.52 * * Reach #9 1866.05 * * * * Reach #9 7.00 * * Reach #9 38.56 * * Reach #9 212.48 * * Reach #9 324.98 * * Reach #9 498.71 * * Reach #9 997.17 * * Reach #9 1343.28 * * Reach #9 1683.39 * * * * Reach #9 8.82 * * Reach #9 44.84 * * Reach #9 246.20 * * Reach #9 369.19 * * Reach #9 556.54 * * Reach #9 1105.17 * * Reach #9 1491.09 * * Reach #9 1866.05 * * * * Reach #9 7.35 * * Reach #9 40.54 * * Reach #9 221.47 * * Reach #9 338.60 * * Reach-14 1038.50 * * Reach-14 1084.24 * * Reach-14 1128.43 * * * * Reach-14 47.31 * * Reach-14 106.71 * * Reach-14 681.37 * * Reach-14 696.20 * * Reach-14 718.50 * * Reach-14 1026.95 * * Reach-14 1068.63 * * Reach-14 1108.06 * * * * Reach-13 52.62 * * Reach-13 114.92 * * Reach-13 685.85 * * Reach-13 701.94 * * Reach-13 725.77 * * Reach-13 1040.13 * * Reach-13 1085.94 * * Reach-13 1128.43 * * * * Reach-13 48.37 * * Reach-13 109.37 * * Reach-13 682.57 * * Reach-13 697.97 * * 0.79 * 0.82 * 0.84 * 905 * 905 * 905 * * 5000.00 * 2627.00 * 2629.29 * * 2629.62 * 0.022223 * 4.58 * * 8000.00 * 2627.00 * 2629.65 * * 2630.11 * 0.022025 * 5.42 * * 11380.00 * 2627.00 * 2630.00 * 2629.80 * 2630.58 * 0.021538 * 6.10 * * * * * * * * * * 10.00 * 2627.00 * 2627.23 * 2627.19 * 2627.26 * 0.029613 * 1.43 * * 100.00 * 2627.00 * 2627.64 * 2627.56 * 2627.74 * 0.029607 * 2.59 * * 500.00 * 2627.00 * 2628.19 * 2628.13 * 2628.27 * 0.029654 * 2.35 * * 1000.00 * 2627.00 * 2628.35 * 2628.28 * 2628.50 * 0.029614 * 3.08 * * 2000.00 * 2627.00 * 2628.60 * 2628.51 * 2628.85 * 0.029638 * 4.01 * * 5000.00 * 2627.00 * 2629.20 * 2629.13 * 2629.59 * 0.029612 * 5.01 * * 8000.00 * 2627.00 * 2629.53 * 2629.47 * 2630.08 * 0.029609 * 5.96 * * 11380.00 * 2627.00 * 2629.84 * 2629.80 * 2630.55 * 0.029633 * 6.76 * * * 900 0.66 * * 900 0.76 * * 900 0.74 * * 900 0.79 * * 900 0.85 * * 900 0.90 * * 900 0.94 * * 900 0.97 * * * * 905 0.49 * * 905 0.63 * * 905 0.60 * * 905 0.66 * * 905 0.72 * * 905 0.77 * * 905 0.81 * * 905 0.83 * * * * 900 0.62 * * 900 0.71 * * 900 0.70 * * 900 0.75 * * * * * * * * * * 10.00 * 2627.00 * 2627.26 * * 2627.28 * 0.015729 * 1.13 * * 100.00 * 2627.00 * 2627.69 * * 2627.77 * 0.019770 * 2.23 * * 500.00 * 2627.00 * 2628.24 * * 2628.30 * 0.018310 * 2.03 * * 1000.00 * 2627.00 * 2628.41 * * 2628.53 * 0.019572 * 2.71 * * 2000.00 * 2627.00 * 2628.68 * * 2628.88 * 0.020838 * 3.59 * * 5000.00 * 2627.00 * 2629.30 * * 2629.62 * 0.021379 * 4.52 * * 8000.00 * 2627.00 * 2629.67 * * 2630.11 * 0.021360 * 5.37 * * 11340.00 * 2627.00 * 2630.00 * * 2630.58 * 0.021387 * 6.08 * * * * * * * * * * 10.00 * 2627.00 * 2627.23 * 2627.19 * 2627.26 * 0.025917 * 1.36 * * 100.00 * 2627.00 * 2627.66 * 2627.56 * 2627.75 * 0.025894 * 2.47 * * 500.00 * 2627.00 * 2628.20 * 2628.13 * 2628.28 * 0.025889 * 2.26 * * 1000.00 * 2627.00 * 2628.37 * 2628.28 * 2628.51 * 0.025915 * 2.95 * * Reach #9 519.98 * * Reach #9 1040.16 * * Reach #9 1401.65 * * Reach #9 1753.98 * * * * Reach #8 9.31 * * Reach #8 45.96 * * Reach #8 75.78 * * Reach #8 185.08 * * Reach #8 301.20 * * Reach #8 491.85 * * Reach #8 902.00 * * Reach #8 1651.97 * * * * Reach #8 8.05 * * Reach #8 42.78 * * Reach #8 71.49 * * Reach #8 174.87 * * Reach #8 286.65 * * Reach #8 472.67 * * Reach #8 873.15 * * Reach #8 1601.61 * * * * Reach #8 10.55 * * Reach #8 54.31 * * Reach #8 116.09 * * Reach-13 * 900 721.18 * 0.80 * * Reach-13 * 900 1032.22 * 0.84 * * Reach-13 * 900 1075.50 * 0.88 * * Reach-13 * 900 1116.06 * 0.91 * * * * * * Reach-32 * 805 55.23 * 0.46 * * Reach-32 * 805 111.39 * 0.60 * * Reach-32 * 805 141.49 * 0.64 * * Reach-32 * 805 332.66 * 0.64 * * Reach-32 * 805 404.21 * 0.68 * * Reach-32 * 805 493.26 * 0.72 * * Reach-32 * 805 579.17 * 0.78 * * Reach-32 * 805 709.36 * 0.84 * * * * * * Reach-32 * 800 52.24 * 0.56 * * Reach-32 * 800 107.68 * 0.65 * * Reach-32 * 800 137.56 * 0.68 * * Reach-32 * 800 325.62 * 0.69 * * Reach-32 * 800 395.95 * 0.72 * * Reach-32 * 800 488.87 * 0.76 * * Reach-32 * 800 573.55 * 0.82 * * Reach-32 * 800 703.40 * 0.88 * * * * * * Reach-31-32-32 * 805 58.04 * 0.39 * * Reach-31-32-32 * 805 120.58 * 0.48 * * Reach-31-32-32 * 805 281.67 * 0.47 * * 2000.00 * 2627.00 * 2628.63 * 2628.51 * 2628.86 * 0.025915 * 3.85 * * 5000.00 * 2627.00 * 2629.24 * 2629.13 * 2629.60 * 0.025902 * 4.81 * * 8000.00 * 2627.00 * 2629.58 * 2629.47 * 2630.09 * 0.025915 * 5.71 * * 11340.00 * 2627.00 * 2629.90 * 2629.80 * 2630.55 * 0.025908 * 6.47 * * * * * * * * * * 10.00 * 2606.00 * 2606.23 * * 2606.25 * 0.014050 * 1.07 * * 100.00 * 2606.00 * 2606.67 * * 2606.74 * 0.017468 * 2.18 * * 200.00 * 2606.00 * 2606.91 * * 2607.01 * 0.018152 * 2.64 * * 500.00 * 2606.00 * 2607.32 * * 2607.44 * 0.018068 * 2.70 * * 1000.00 * 2606.00 * 2607.64 * * 2607.81 * 0.018482 * 3.32 * * 2000.00 * 2606.00 * 2608.06 * * 2608.32 * 0.018800 * 4.07 * * 5000.00 * 2606.00 * 2608.82 * * 2609.30 * 0.019280 * 5.54 * * 12000.00 * 2606.00 * 2609.97 * * 2610.79 * 0.019363 * 7.26 * * * * * * * * * * 10.00 * 2606.00 * 2606.21 * 2606.15 * 2606.23 * 0.021178 * 1.24 * * 100.00 * 2606.00 * 2606.64 * 2606.52 * 2606.73 * 0.021208 * 2.34 * * 200.00 * 2606.00 * 2606.87 * 2606.73 * 2607.00 * 0.021234 * 2.80 * * 500.00 * 2606.00 * 2607.29 * 2607.14 * 2607.42 * 0.021215 * 2.86 * * 1000.00 * 2606.00 * 2607.60 * 2607.42 * 2607.79 * 0.021207 * 3.49 * * 2000.00 * 2606.00 * 2608.02 * 2607.82 * 2608.30 * 0.021212 * 4.23 * * 5000.00 * 2606.00 * 2608.77 * 2608.55 * 2609.28 * 0.021209 * 5.73 * * 12000.00 * 2606.00 * 2609.90 * 2609.67 * 2610.77 * 0.021227 * 7.49 * * * * * * * * * * 10.00 * 2606.00 * 2606.25 * * 2606.27 * 0.009879 * 0.95 * * 100.00 * 2606.00 * 2606.74 * * 2606.79 * 0.011128 * 1.84 * * 200.00 * 2606.00 * 2607.10 * * 2607.14 * 0.010963 * 1.72 * * Reach #8 218.21 * * Reach #8 356.78 * * Reach #8 575.91 * * Reach #8 1085.69 * * Reach #8 1659.94 * * * * Reach #8 9.76 * * Reach #8 52.33 * * Reach #8 111.51 * * Reach #8 212.10 * * Reach #8 348.87 * * Reach #8 566.06 * * Reach #8 1072.60 * * Reach #8 1644.53 * * * * Reach #8 8.76 * * Reach #8 46.39 * * Reach #8 76.96 * * Reach #8 187.77 * * Reach #8 304.47 * * Reach #8 496.79 * * Reach #8 911.77 * * Reach #8 1665.67 * * * * Reach #8 5.12 * * Reach #8 43.46 * * Reach-31-32-32 * 805 354.55 * 0.51 * * Reach-31-32-32 * 805 434.30 * 0.54 * * Reach-31-32-32 * 805 512.04 * 0.58 * * Reach-31-32-32 * 805 639.16 * 0.62 * * Reach-31-32-32 * 805 710.30 * 0.66 * * * * * * Reach-31-32-32 * 800 56.26 * 0.43 * * Reach-31-32-32 * 800 118.46 * 0.51 * * Reach-31-32-32 * 800 277.95 * 0.50 * * Reach-31-32-32 * 800 350.61 * 0.53 * * Reach-31-32-32 * 800 430.14 * 0.56 * * Reach-31-32-32 * 800 509.87 * 0.59 * * Reach-31-32-32 * 800 637.45 * 0.63 * * Reach-31-32-32 * 800 708.49 * 0.67 * * * * * * Reach-30-32-32 * 805 53.95 * 0.50 * * Reach-30-32-32 * 805 111.88 * 0.59 * * Reach-30-32-32 * 805 142.55 * 0.62 * * Reach-30-32-32 * 805 334.49 * 0.63 * * Reach-30-32-32 * 805 406.04 * 0.67 * * Reach-30-32-32 * 805 494.38 * 0.71 * * Reach-30-32-32 * 805 581.06 * 0.77 * * Reach-30-32-32 * 805 710.98 * 0.83 * * * * * * Reach-30-32-32 * 800 44.51 * 1.02 * * Reach-30-32-32 * 800 108.49 * 0.64 * * 500.00 * 2606.00 * 2607.42 * * 2607.50 * 0.011360 * 2.29 * * 1000.00 * 2606.00 * 2607.77 * * 2607.89 * 0.011566 * 2.80 * * 2000.00 * 2606.00 * 2608.23 * * 2608.41 * 0.011679 * 3.47 * * 5000.00 * 2606.00 * 2609.13 * * 2609.46 * 0.011853 * 4.61 * * 9500.00 * 2606.00 * 2609.98 * * 2610.49 * 0.011963 * 5.72 * * * * * * * * * * 10.00 * 2606.00 * 2606.24 * 2606.15 * 2606.25 * 0.012307 * 1.02 * * 100.00 * 2606.00 * 2606.73 * 2606.52 * 2606.78 * 0.012303 * 1.91 * * 200.00 * 2606.00 * 2607.08 * 2606.73 * 2607.13 * 0.012317 * 1.79 * * 500.00 * 2606.00 * 2607.40 * 2607.14 * 2607.49 * 0.012304 * 2.36 * * 1000.00 * 2606.00 * 2607.75 * 2607.42 * 2607.88 * 0.012305 * 2.87 * * 2000.00 * 2606.00 * 2608.21 * 2607.82 * 2608.40 * 0.012301 * 3.53 * * 5000.00 * 2606.00 * 2609.11 * 2608.55 * 2609.44 * 0.012298 * 4.66 * * 9500.00 * 2606.00 * 2609.96 * 2609.34 * 2610.47 * 0.012299 * 5.78 * * * * * * * * * * 10.00 * 2606.00 * 2606.22 * * 2606.24 * 0.016661 * 1.14 * * 100.00 * 2606.00 * 2606.67 * * 2606.75 * 0.017028 * 2.16 * * 200.00 * 2606.00 * 2606.91 * * 2607.02 * 0.017414 * 2.60 * * 500.00 * 2606.00 * 2607.33 * * 2607.44 * 0.017346 * 2.66 * * 1000.00 * 2606.00 * 2607.65 * * 2607.81 * 0.017937 * 3.28 * * 2000.00 * 2606.00 * 2608.07 * * 2608.32 * 0.018239 * 4.03 * * 5000.00 * 2606.00 * 2608.84 * * 2609.31 * 0.018681 * 5.48 * * 12000.00 * 2606.00 * 2609.99 * * 2610.79 * 0.018894 * 7.20 * * * * * * * * * * 10.00 * 2606.00 * 2606.15 * 2606.15 * 2606.21 * 0.077290 * 1.95 * * 100.00 * 2606.00 * 2606.65 * 2606.52 * 2606.73 * 0.020315 * 2.30 * * Reach #8 72.67 * * Reach #8 177.58 * * Reach #8 291.21 * * Reach #8 479.48 * * Reach #8 886.20 * * Reach #8 1625.19 * * * * Reach #8 9.51 * * Reach #8 47.44 * * Reach #8 78.39 * * Reach #8 191.04 * * Reach #8 310.14 * * Reach #8 505.50 * * Reach #8 929.55 * * Reach #8 1655.09 * * * * Reach #8 8.38 * * Reach #8 44.64 * * Reach #8 74.64 * * Reach #8 182.16 * * Reach #8 298.74 * * Reach #8 491.01 * * Reach #8 908.08 * * Reach #8 1622.08 * * * * Reach #8 11.08 * * Reach-30-32-32 * 800 138.65 * 0.67 * * Reach-30-32-32 * 800 327.50 * 0.67 * * Reach-30-32-32 * 800 398.55 * 0.71 * * Reach-30-32-32 * 800 490.43 * 0.74 * * Reach-30-32-32 * 800 576.10 * 0.80 * * Reach-30-32-32 * 800 706.20 * 0.86 * * * * * * Reach-30-32-2830 * 805 55.70 * 0.45 * * Reach-30-32-2830 * 805 113.07 * 0.57 * * Reach-30-32-2830 * 805 143.83 * 0.61 * * Reach-30-32-2830 * 805 336.70 * 0.61 * * Reach-30-32-2830 * 805 409.19 * 0.65 * * Reach-30-32-2830 * 805 496.35 * 0.69 * * Reach-30-32-2830 * 805 584.49 * 0.75 * * Reach-30-32-2830 * 805 709.73 * 0.81 * * * * * * Reach-30-32-2830 * 800 53.05 * 0.53 * * Reach-30-32-2830 * 800 109.86 * 0.62 * * Reach-30-32-2830 * 800 140.46 * 0.65 * * Reach-30-32-2830 * 800 330.66 * 0.65 * * Reach-30-32-2830 * 800 402.82 * 0.68 * * Reach-30-32-2830 * 800 493.06 * 0.72 * * Reach-30-32-2830 * 800 580.35 * 0.78 * * Reach-30-32-2830 * 800 705.83 * 0.83 * * * * * * Reach-30 * 805 59.19 * 0.37 * * 200.00 * 2606.00 * 2606.88 * 2606.73 * 2607.00 * 0.020319 * 2.75 * * 500.00 * 2606.00 * 2607.30 * 2607.14 * 2607.42 * 0.020310 * 2.82 * * 1000.00 * 2606.00 * 2607.61 * 2607.42 * 2607.80 * 0.020297 * 3.43 * * 2000.00 * 2606.00 * 2608.03 * 2607.82 * 2608.30 * 0.020310 * 4.17 * * 5000.00 * 2606.00 * 2608.80 * 2608.55 * 2609.29 * 0.020305 * 5.64 * * 12000.00 * 2606.00 * 2609.93 * 2609.66 * 2610.78 * 0.020326 * 7.38 * * * * * * * * * * 10.00 * 2606.00 * 2606.23 * * 2606.25 * 0.013222 * 1.05 * * 100.00 * 2606.00 * 2606.68 * * 2606.75 * 0.016034 * 2.11 * * 200.00 * 2606.00 * 2606.92 * * 2607.02 * 0.016571 * 2.55 * * 500.00 * 2606.00 * 2607.34 * * 2607.45 * 0.016519 * 2.62 * * 1000.00 * 2606.00 * 2607.66 * * 2607.82 * 0.017042 * 3.22 * * 2000.00 * 2606.00 * 2608.09 * * 2608.33 * 0.017304 * 3.96 * * 5000.00 * 2606.00 * 2608.87 * * 2609.32 * 0.017654 * 5.38 * * 11550.00 * 2606.00 * 2609.97 * * 2610.73 * 0.017838 * 6.98 * * * * * * * * * * 10.00 * 2606.00 * 2606.21 * 2606.15 * 2606.23 * 0.018876 * 1.19 * * 100.00 * 2606.00 * 2606.66 * 2606.52 * 2606.74 * 0.018903 * 2.24 * * 200.00 * 2606.00 * 2606.90 * 2606.73 * 2607.01 * 0.018905 * 2.68 * * 500.00 * 2606.00 * 2607.31 * 2607.14 * 2607.43 * 0.018898 * 2.74 * * 1000.00 * 2606.00 * 2607.63 * 2607.42 * 2607.81 * 0.018908 * 3.35 * * 2000.00 * 2606.00 * 2608.06 * 2607.82 * 2608.32 * 0.018898 * 4.07 * * 5000.00 * 2606.00 * 2608.83 * 2608.56 * 2609.31 * 0.018904 * 5.51 * * 11550.00 * 2606.00 * 2609.92 * 2609.61 * 2610.71 * 0.018937 * 7.12 * * * * * * * * * * 10.00 * 2606.00 * 2606.26 * * 2606.27 * 0.008615 * 0.90 * * Reach #8 57.69 * * Reach #8 122.68 * * Reach #8 231.71 * * Reach #8 379.67 * * Reach #8 609.91 * * Reach #8 1150.72 * * Reach #8 1674.35 * * * * Reach #8 10.42 * * Reach #8 56.09 * * Reach #8 118.99 * * Reach #8 226.76 * * Reach #8 373.38 * * Reach #8 602.31 * * Reach #8 1140.62 * * Reach #8 1662.72 * * * * Reach #8 9.94 * * Reach #8 50.32 * * Reach #8 83.42 * * Reach #8 202.52 * * Reach #8 330.08 * * Reach #8 535.88 * * Reach #8 987.02 * * Reach #8 1655.26 * * * * Reach-30 * 805 124.10 * 0.45 * * Reach-30 * 805 286.93 * 0.44 * * Reach-30 * 805 363.08 * 0.48 * * Reach-30 * 805 446.11 * 0.50 * * Reach-30 * 805 519.44 * 0.53 * * Reach-30 * 805 647.61 * 0.57 * * Reach-30 * 805 712.00 * 0.60 * * * * * * Reach-30 * 800 57.76 * 0.40 * * Reach-30 * 800 122.45 * 0.46 * * Reach-30 * 800 284.00 * 0.46 * * Reach-30 * 800 359.98 * 0.49 * * Reach-30 * 800 442.89 * 0.51 * * Reach-30 * 800 517.80 * 0.54 * * Reach-30 * 800 646.30 * 0.58 * * Reach-30 * 800 710.63 * 0.61 * * * * * * Reach-28-30-30 * 805 56.66 * 0.42 * * Reach-28-30-30 * 805 116.28 * 0.53 * * Reach-28-30-30 * 805 148.22 * 0.56 * * Reach-28-30-30 * 805 344.35 * 0.57 * * Reach-28-30-30 * 805 420.11 * 0.60 * * Reach-28-30-30 * 805 503.18 * 0.64 * * Reach-28-30-30 * 805 595.43 * 0.69 * * Reach-28-30-30 * 805 709.75 * 0.74 * * * * * * 100.00 * 2606.00 * 2606.77 * * 2606.82 * 0.009458 * 1.73 * * 200.00 * 2606.00 * 2607.12 * * 2607.16 * 0.009347 * 1.63 * * 500.00 * 2606.00 * 2607.46 * * 2607.53 * 0.009601 * 2.16 * * 1000.00 * 2606.00 * 2607.82 * * 2607.93 * 0.009742 * 2.63 * * 2000.00 * 2606.00 * 2608.29 * * 2608.46 * 0.009833 * 3.28 * * 5000.00 * 2606.00 * 2609.23 * * 2609.52 * 0.009937 * 4.35 * * 8800.00 * 2606.00 * 2610.00 * * 2610.43 * 0.010005 * 5.26 * * * * * * * * * * 10.00 * 2606.00 * 2606.25 * 2606.15 * 2606.26 * 0.010220 * 0.96 * * 100.00 * 2606.00 * 2606.76 * 2606.52 * 2606.81 * 0.010201 * 1.78 * * 200.00 * 2606.00 * 2607.11 * 2606.73 * 2607.15 * 0.010209 * 1.68 * * 500.00 * 2606.00 * 2607.44 * 2607.14 * 2607.52 * 0.010199 * 2.20 * * 1000.00 * 2606.00 * 2607.81 * 2607.42 * 2607.92 * 0.010202 * 2.68 * * 2000.00 * 2606.00 * 2608.28 * 2607.82 * 2608.45 * 0.010209 * 3.32 * * 5000.00 * 2606.00 * 2609.21 * 2608.56 * 2609.51 * 0.010206 * 4.38 * * 8800.00 * 2606.00 * 2609.98 * 2609.24 * 2610.42 * 0.010214 * 5.29 * * * * * * * * * * 10.00 * 2606.00 * 2606.24 * * 2606.26 * 0.011694 * 1.01 * * 100.00 * 2606.00 * 2606.71 * * 2606.77 * 0.013672 * 1.99 * * 200.00 * 2606.00 * 2606.96 * * 2607.05 * 0.014022 * 2.40 * * 500.00 * 2606.00 * 2607.37 * * 2607.47 * 0.014014 * 2.47 * * 1000.00 * 2606.00 * 2607.71 * * 2607.85 * 0.014340 * 3.03 * * 2000.00 * 2606.00 * 2608.15 * * 2608.36 * 0.014507 * 3.73 * * 5000.00 * 2606.00 * 2608.97 * * 2609.37 * 0.014816 * 5.07 * * 10550.00 * 2606.00 * 2609.97 * * 2610.60 * 0.014878 * 6.37 * * * * * * * * * * Reach #8 9.01 * * Reach #8 48.16 * * Reach #8 80.55 * * Reach #8 195.83 * * Reach #8 321.62 * * Reach #8 525.34 * * Reach #8 973.82 * * Reach #8 1636.06 * * * * Reach #8 10.40 * * Reach #8 53.34 * * Reach #8 114.30 * * Reach #8 214.51 * * Reach #8 350.34 * * Reach #8 566.31 * * Reach #8 1067.32 * * Reach #8 1651.28 * * * * Reach #8 9.57 * * Reach #8 51.26 * * Reach #8 109.41 * * Reach #8 207.92 * * Reach #8 341.97 * * Reach #8 555.75 * * Reach #8 1053.19 * * Reach #8 1634.68 * * Reach-28-30-30 * 800 54.55 * 0.48 * * Reach-28-30-30 * 800 113.88 * 0.56 * * Reach-28-30-30 * 800 145.73 * 0.59 * * Reach-28-30-30 * 800 339.92 * 0.59 * * Reach-28-30-30 * 800 415.51 * 0.62 * * Reach-28-30-30 * 800 500.82 * 0.66 * * Reach-28-30-30 * 800 592.93 * 0.71 * * Reach-28-30-30 * 800 707.49 * 0.75 * * * * * * Reach-28-30-28 * 805 57.69 * 0.40 * * Reach-28-30-28 * 805 119.55 * 0.49 * * Reach-28-30-28 * 805 280.23 * 0.48 * * Reach-28-30-28 * 805 352.17 * 0.53 * * Reach-28-30-28 * 805 430.92 * 0.56 * * Reach-28-30-28 * 805 509.93 * 0.59 * * Reach-28-30-28 * 805 636.75 * 0.64 * * Reach-28-30-28 * 805 709.28 * 0.68 * * * * * * Reach-28-30-28 * 800 55.82 * 0.45 * * Reach-28-30-28 * 800 117.31 * 0.52 * * Reach-28-30-28 * 800 276.24 * 0.51 * * Reach-28-30-28 * 800 347.90 * 0.55 * * Reach-28-30-28 * 800 426.49 * 0.58 * * Reach-28-30-28 * 800 507.60 * 0.61 * * Reach-28-30-28 * 800 634.90 * 0.65 * * Reach-28-30-28 * 800 707.32 * 0.69 * * 10.00 * 2606.00 * 2606.22 * 2606.15 * 2606.24 * 0.015383 * 1.11 * * 100.00 * 2606.00 * 2606.69 * 2606.52 * 2606.76 * 0.015395 * 2.08 * * 200.00 * 2606.00 * 2606.94 * 2606.73 * 2607.03 * 0.015406 * 2.48 * * 500.00 * 2606.00 * 2607.35 * 2607.14 * 2607.46 * 0.015404 * 2.55 * * 1000.00 * 2606.00 * 2607.69 * 2607.42 * 2607.84 * 0.015409 * 3.11 * * 2000.00 * 2606.00 * 2608.13 * 2607.82 * 2608.35 * 0.015403 * 3.81 * * 5000.00 * 2606.00 * 2608.95 * 2608.56 * 2609.36 * 0.015410 * 5.13 * * 10550.00 * 2606.00 * 2609.94 * 2609.49 * 2610.59 * 0.015402 * 6.45 * * * * * * * * * * 10.00 * 2606.00 * 2606.25 * * 2606.26 * 0.010298 * 0.96 * * 100.00 * 2606.00 * 2606.73 * * 2606.79 * 0.011681 * 1.87 * * 200.00 * 2606.00 * 2607.09 * * 2607.14 * 0.011465 * 1.75 * * 500.00 * 2606.00 * 2607.41 * * 2607.49 * 0.011921 * 2.33 * * 1000.00 * 2606.00 * 2607.76 * * 2607.88 * 0.012163 * 2.85 * * 2000.00 * 2606.00 * 2608.21 * * 2608.40 * 0.012284 * 3.53 * * 5000.00 * 2606.00 * 2609.10 * * 2609.44 * 0.012484 * 4.68 * * 9680.00 * 2606.00 * 2609.97 * * 2610.50 * 0.012615 * 5.86 * * * * * * * * * * 10.00 * 2606.00 * 2606.23 * 2606.15 * 2606.25 * 0.013012 * 1.05 * * 100.00 * 2606.00 * 2606.72 * 2606.52 * 2606.78 * 0.013005 * 1.95 * * 200.00 * 2606.00 * 2607.07 * 2606.73 * 2607.13 * 0.013014 * 1.83 * * 500.00 * 2606.00 * 2607.39 * 2607.14 * 2607.48 * 0.013012 * 2.40 * * 1000.00 * 2606.00 * 2607.74 * 2607.43 * 2607.87 * 0.013003 * 2.92 * * 2000.00 * 2606.00 * 2608.19 * 2607.82 * 2608.39 * 0.013000 * 3.60 * * 5000.00 * 2606.00 * 2609.08 * 2608.56 * 2609.43 * 0.013001 * 4.75 * * 9680.00 * 2606.00 * 2609.94 * 2609.37 * 2610.49 * 0.012999 * 5.92 * * * * Reach #7 11.16 * * Reach #7 46.37 * * Reach #7 72.92 * * Reach #7 200.11 * * Reach #7 312.47 * * Reach #7 492.74 * * Reach #7 813.64 * * Reach #7 1196.36 * * * * Reach #7 7.31 * * Reach #7 43.07 * * Reach #7 68.87 * * Reach #7 187.92 * * Reach #7 296.42 * * Reach #7 472.67 * * Reach #7 783.50 * * Reach #7 1158.13 * * * * Reach #7 13.21 * * Reach #7 56.22 * * Reach #7 89.74 * * Reach #7 242.57 * * Reach #7 381.96 * * Reach #7 628.63 * * Reach #7 828.93 * * * * * Reach-34-35-34 * 705 88.34 * 0.44 * * Reach-34-35-34 * 705 113.79 * 0.60 * * Reach-34-35-34 * 705 129.72 * 0.64 * * Reach-34-35-34 * 705 401.92 * 0.62 * * Reach-34-35-34 * 705 444.07 * 0.67 * * Reach-34-35-34 * 705 504.40 * 0.72 * * Reach-34-35-34 * 705 630.58 * 0.76 * * Reach-34-35-34 * 705 722.55 * 0.80 * * * * * * Reach-34-35-34 * 700 85.09 * 0.82 * * Reach-34-35-34 * 700 111.65 * 0.66 * * Reach-34-35-34 * 700 127.42 * 0.70 * * Reach-34-35-34 * 700 397.07 * 0.68 * * Reach-34-35-34 * 700 438.30 * 0.72 * * Reach-34-35-34 * 700 498.05 * 0.77 * * Reach-34-35-34 * 700 622.76 * 0.80 * * Reach-34-35-34 * 700 713.90 * 0.84 * * * * * * Reach-34 * 705 90.01 * 0.35 * * Reach-34 * 705 119.95 * 0.46 * * Reach-34 * 705 138.87 * 0.49 * * Reach-34 * 705 418.34 * 0.48 * * Reach-34 * 705 468.25 * 0.51 * * Reach-34 * 705 580.92 * 0.54 * * Reach-34 * 705 634.51 * 0.56 * * * * * * * * * * 10.00 * 2562.00 * 2562.13 * * 2562.15 * 0.014323 * 0.90 * * 100.00 * 2562.00 * 2562.48 * * 2562.55 * 0.017428 * 2.16 * * 200.00 * 2562.00 * 2562.70 * * 2562.82 * 0.018364 * 2.74 * * 500.00 * 2562.00 * 2563.22 * * 2563.32 * 0.017914 * 2.50 * * 1000.00 * 2562.00 * 2563.49 * * 2563.65 * 0.018531 * 3.20 * * 2000.00 * 2562.00 * 2563.87 * * 2564.12 * 0.019247 * 4.06 * * 4000.00 * 2562.00 * 2564.42 * * 2564.80 * 0.019483 * 4.92 * * 7000.00 * 2562.00 * 2564.99 * * 2565.52 * 0.019792 * 5.85 * * * * * * * * * * 10.00 * 2562.00 * 2562.09 * 2562.09 * 2562.12 * 0.055862 * 1.37 * * 100.00 * 2562.00 * 2562.45 * 2562.35 * 2562.54 * 0.021737 * 2.32 * * 200.00 * 2562.00 * 2562.67 * 2562.53 * 2562.80 * 0.021693 * 2.90 * * 500.00 * 2562.00 * 2563.19 * 2562.92 * 2563.30 * 0.021736 * 2.66 * * 1000.00 * 2562.00 * 2563.45 * 2563.30 * 2563.63 * 0.021710 * 3.37 * * 2000.00 * 2562.00 * 2563.83 * 2563.64 * 2564.11 * 0.021738 * 4.23 * * 4000.00 * 2562.00 * 2564.38 * 2564.17 * 2564.78 * 0.021731 * 5.11 * * 7000.00 * 2562.00 * 2564.94 * 2564.71 * 2565.50 * 0.021703 * 6.04 * * * * * * * * * * 10.00 * 2562.00 * 2562.16 * * 2562.17 * 0.008381 * 0.76 * * 100.00 * 2562.00 * 2562.57 * * 2562.62 * 0.009842 * 1.78 * * 200.00 * 2562.00 * 2562.83 * * 2562.90 * 0.010069 * 2.23 * * 500.00 * 2562.00 * 2563.33 * * 2563.39 * 0.009951 * 2.06 * * 1000.00 * 2562.00 * 2563.64 * * 2563.75 * 0.010183 * 2.62 * * 2000.00 * 2562.00 * 2564.12 * * 2564.28 * 0.010317 * 3.18 * * 3000.00 * 2562.00 * 2564.45 * * 2564.65 * 0.010386 * 3.62 * * * Reach #7 1205.37 * * * * Reach #7 12.20 * * Reach #7 54.47 * * Reach #7 87.58 * * Reach #7 236.15 * * Reach #7 374.44 * * Reach #7 618.73 * * Reach #7 817.80 * * Reach #7 1192.13 * * * * Reach #7 11.70 * * Reach #7 46.51 * * Reach #7 73.14 * * Reach #7 200.80 * * Reach #7 313.34 * * Reach #7 494.22 * * Reach #7 813.18 * * Reach #7 1199.89 * * * * Reach #7 9.84 * * Reach #7 43.21 * * Reach #7 69.09 * * Reach #7 188.60 * * Reach #7 297.28 * * Reach #7 474.13 * * Reach-34 * 705 724.34 * 0.58 * * * * * * Reach-34 * 700 89.19 * 0.39 * * Reach-34 * 700 118.88 * 0.48 * * Reach-34 * 700 137.73 * 0.50 * * Reach-34 * 700 415.90 * 0.50 * * Reach-34 * 700 465.69 * 0.52 * * Reach-34 * 700 578.14 * 0.55 * * Reach-34 * 700 631.65 * 0.57 * * Reach-34 * 700 721.60 * 0.59 * * * * * * Reach-31-32-31 * 705 88.78 * 0.41 * * Reach-31-32-31 * 705 113.88 * 0.59 * * Reach-31-32-31 * 705 129.85 * 0.64 * * Reach-31-32-31 * 705 402.19 * 0.62 * * Reach-31-32-31 * 705 444.38 * 0.67 * * Reach-31-32-31 * 705 504.87 * 0.72 * * Reach-31-32-31 * 705 630.46 * 0.76 * * Reach-31-32-31 * 705 723.35 * 0.80 * * * * * * Reach-31-32-31 * 700 87.23 * 0.53 * * Reach-31-32-31 * 700 111.74 * 0.66 * * Reach-31-32-31 * 700 127.55 * 0.69 * * Reach-31-32-31 * 700 397.34 * 0.68 * * Reach-31-32-31 * 700 438.61 * 0.72 * * Reach-31-32-31 * 700 498.51 * 0.76 * * 5150.00 * 2562.00 * 2565.00 * * 2565.29 * 0.010483 * 4.27 * * * * * * * * * * 10.00 * 2562.00 * 2562.15 * 2562.09 * 2562.16 * 0.010781 * 0.82 * * 100.00 * 2562.00 * 2562.55 * 2562.35 * 2562.60 * 0.010806 * 1.84 * * 200.00 * 2562.00 * 2562.81 * 2562.53 * 2562.89 * 0.010802 * 2.28 * * 500.00 * 2562.00 * 2563.31 * 2562.92 * 2563.38 * 0.010797 * 2.12 * * 1000.00 * 2562.00 * 2563.62 * 2563.30 * 2563.73 * 0.010802 * 2.67 * * 2000.00 * 2562.00 * 2564.10 * 2563.64 * 2564.26 * 0.010809 * 3.23 * * 3000.00 * 2562.00 * 2564.43 * 2563.92 * 2564.64 * 0.010799 * 3.67 * * 5150.00 * 2562.00 * 2564.98 * 2564.39 * 2565.27 * 0.010821 * 4.32 * * * * * * * * * * 10.00 * 2562.00 * 2562.14 * * 2562.15 * 0.012317 * 0.85 * * 100.00 * 2562.00 * 2562.48 * * 2562.56 * 0.017273 * 2.15 * * 200.00 * 2562.00 * 2562.70 * * 2562.82 * 0.018203 * 2.73 * * 500.00 * 2562.00 * 2563.22 * * 2563.32 * 0.017727 * 2.49 * * 1000.00 * 2562.00 * 2563.49 * * 2563.65 * 0.018378 * 3.19 * * 2000.00 * 2562.00 * 2563.87 * * 2564.12 * 0.019079 * 4.05 * * 4000.00 * 2562.00 * 2564.42 * * 2564.80 * 0.019515 * 4.92 * * 7000.00 * 2562.00 * 2564.99 * * 2565.52 * 0.019627 * 5.83 * * * * * * * * * * 10.00 * 2562.00 * 2562.12 * 2562.09 * 2562.14 * 0.021487 * 1.02 * * 100.00 * 2562.00 * 2562.45 * 2562.35 * 2562.54 * 0.021532 * 2.31 * * 200.00 * 2562.00 * 2562.67 * 2562.53 * 2562.80 * 0.021494 * 2.89 * * 500.00 * 2562.00 * 2563.19 * 2562.92 * 2563.30 * 0.021496 * 2.65 * * 1000.00 * 2562.00 * 2563.45 * 2563.30 * 2563.63 * 0.021522 * 3.36 * * 2000.00 * 2562.00 * 2563.83 * 2563.64 * 2564.11 * 0.021542 * 4.22 * * Reach #7 785.93 * * Reach #7 1161.97 * * * * Reach #7 12.84 * * Reach #7 54.06 * * Reach #7 86.04 * * Reach #7 233.31 * * Reach #7 366.50 * * Reach #7 602.28 * * Reach #7 792.95 * * Reach #7 1205.72 * * * * Reach #7 11.68 * * Reach #7 51.99 * * Reach #7 83.44 * * Reach #7 225.64 * * Reach #7 357.38 * * Reach #7 590.27 * * Reach #7 779.40 * * Reach #7 1189.31 * * * * Reach #7 11.45 * * Reach #7 44.41 * * Reach #7 69.81 * * Reach #7 191.51 * * Reach #7 297.60 * * Reach-31-32-31 * 700 623.40 * 0.80 * * Reach-31-32-31 * 700 714.77 * 0.83 * * * * * * Reach-31 * 705 89.71 * 0.36 * * Reach-31 * 705 118.63 * 0.48 * * Reach-31 * 705 136.91 * 0.52 * * Reach-31 * 705 414.82 * 0.50 * * Reach-31 * 705 462.98 * 0.54 * * Reach-31 * 705 573.50 * 0.57 * * Reach-31 * 705 625.22 * 0.59 * * Reach-31 * 705 724.34 * 0.62 * * * * * * Reach-31 * 700 88.76 * 0.42 * * Reach-31 * 700 117.34 * 0.51 * * Reach-31 * 700 135.52 * 0.54 * * Reach-31 * 700 411.87 * 0.53 * * Reach-31 * 700 459.84 * 0.56 * * Reach-31 * 700 570.09 * 0.59 * * Reach-31 * 700 621.69 * 0.61 * * Reach-31 * 700 720.97 * 0.63 * * * * * * Reach-12 * 705 88.57 * 0.43 * * Reach-12 * 705 112.53 * 0.63 * * Reach-12 * 705 127.96 * 0.68 * * Reach-12 * 705 398.51 * 0.66 * * Reach-12 * 705 438.73 * 0.72 * * 4000.00 * 2562.00 * 2564.38 * 2564.17 * 2564.78 * 0.021537 * 5.09 * * 7000.00 * 2562.00 * 2564.94 * 2564.72 * 2565.51 * 0.021500 * 6.02 * * * * * * * * * * 10.00 * 2562.00 * 2562.15 * * 2562.16 * 0.009179 * 0.78 * * 100.00 * 2562.00 * 2562.55 * * 2562.60 * 0.011048 * 1.85 * * 200.00 * 2562.00 * 2562.80 * * 2562.88 * 0.011370 * 2.32 * * 500.00 * 2562.00 * 2563.30 * * 2563.37 * 0.011202 * 2.14 * * 1000.00 * 2562.00 * 2563.61 * * 2563.72 * 0.011512 * 2.73 * * 2000.00 * 2562.00 * 2564.07 * * 2564.24 * 0.011698 * 3.32 * * 3000.00 * 2562.00 * 2564.39 * * 2564.61 * 0.011807 * 3.78 * * 5500.00 * 2562.00 * 2565.00 * * 2565.33 * 0.011944 * 4.56 * * * * * * * * * * 10.00 * 2562.00 * 2562.14 * 2562.09 * 2562.15 * 0.012390 * 0.86 * * 100.00 * 2562.00 * 2562.53 * 2562.35 * 2562.59 * 0.012405 * 1.92 * * 200.00 * 2562.00 * 2562.78 * 2562.53 * 2562.87 * 0.012421 * 2.40 * * 500.00 * 2562.00 * 2563.28 * 2562.92 * 2563.36 * 0.012404 * 2.22 * * 1000.00 * 2562.00 * 2563.59 * 2563.30 * 2563.71 * 0.012408 * 2.80 * * 2000.00 * 2562.00 * 2564.05 * 2563.64 * 2564.23 * 0.012411 * 3.39 * * 3000.00 * 2562.00 * 2564.37 * 2563.92 * 2564.60 * 0.012411 * 3.85 * * 5500.00 * 2562.00 * 2564.98 * 2564.46 * 2565.31 * 0.012425 * 4.62 * * * * * * * * * * 10.00 * 2562.00 * 2562.14 * * 2562.15 * 0.013231 * 0.87 * * 100.00 * 2562.00 * 2562.47 * * 2562.54 * 0.019831 * 2.25 * * 200.00 * 2562.00 * 2562.68 * * 2562.80 * 0.020855 * 2.87 * * 500.00 * 2562.00 * 2563.20 * * 2563.31 * 0.020504 * 2.61 * * 1000.00 * 2562.00 * 2563.45 * * 2563.63 * 0.021453 * 3.36 * * Reach #7 470.00 * * Reach #7 778.49 * * Reach #7 1203.60 * * * * Reach #7 9.11 * * Reach #7 39.89 * * Reach #7 63.55 * * Reach #7 174.35 * * Reach #7 274.26 * * Reach #7 436.86 * * Reach #7 722.87 * * Reach #7 1109.19 * * * * Reach #7 11.51 * * Reach #7 45.13 * * Reach #7 70.59 * * Reach #7 194.54 * * Reach #7 302.54 * * Reach #7 477.91 * * Reach #7 787.91 * * Reach #7 1205.19 * * * * Reach #7 9.35 * * Reach #7 40.93 * * Reach #7 65.32 * * Reach #7 178.85 * * Reach-12 497.20 * * Reach-12 621.45 * * Reach-12 724.18 * * * * Reach-12 86.62 * * Reach-12 109.55 * * Reach-12 124.34 * * Reach-12 391.61 * * Reach-12 430.20 * * Reach-12 486.50 * * Reach-12 606.72 * * Reach-12 702.67 * * * * Reach-11 88.62 * * Reach-11 112.99 * * Reach-11 128.40 * * Reach-11 399.71 * * Reach-11 440.51 * * Reach-11 499.71 * * Reach-11 623.91 * * Reach-11 724.34 * * * * Reach-11 86.82 * * Reach-11 110.24 * * Reach-11 125.37 * * Reach-11 393.43 * * 705 0.77 * * 705 0.81 * * 705 0.84 * * * 2000.00 * 2562.00 * 2563.82 * * 2564.10 * 0.022102 * 4.26 * * 4000.00 * 2562.00 * 2564.37 * * 2564.78 * 0.022138 * 5.14 * * 7400.00 * 2562.00 * 2565.00 * * 2565.59 * 0.021743 * 6.15 * * * * * * * * * * 700 0.60 * * 700 0.73 * * 700 0.78 * * 700 0.76 * * 700 0.80 * * 700 0.85 * * 700 0.89 * * 700 0.94 * * * * 705 0.42 * * 705 0.62 * * 705 0.67 * * 705 0.65 * * 705 0.70 * * 705 0.75 * * 705 0.80 * * 705 0.83 * * * * 700 0.57 * * 700 0.71 * * 700 0.75 * * 700 0.73 * * 10.00 * 2562.00 * 2562.11 * 2562.09 * 2562.13 * 0.027443 * 1.10 * * 100.00 * 2562.00 * 2562.42 * 2562.35 * 2562.52 * 0.027380 * 2.51 * * 200.00 * 2562.00 * 2562.63 * 2562.53 * 2562.78 * 0.027442 * 3.15 * * 500.00 * 2562.00 * 2563.16 * 2562.92 * 2563.28 * 0.027396 * 2.87 * * 1000.00 * 2562.00 * 2563.40 * 2563.30 * 2563.61 * 0.027436 * 3.65 * * 2000.00 * 2562.00 * 2563.75 * 2563.64 * 2564.08 * 0.027397 * 4.58 * * 4000.00 * 2562.00 * 2564.28 * 2564.17 * 2564.75 * 0.027452 * 5.53 * * 7400.00 * 2562.00 * 2564.87 * 2564.77 * 2565.56 * 0.027422 * 6.67 * * * * * * * * * * 10.00 * 2562.00 * 2562.14 * * 2562.15 * 0.012995 * 0.87 * * 100.00 * 2562.00 * 2562.47 * * 2562.55 * 0.018905 * 2.22 * * 200.00 * 2562.00 * 2562.68 * * 2562.81 * 0.020188 * 2.83 * * 500.00 * 2562.00 * 2563.21 * * 2563.31 * 0.019540 * 2.57 * * 1000.00 * 2562.00 * 2563.46 * * 2563.63 * 0.020418 * 3.31 * * 2000.00 * 2562.00 * 2563.84 * * 2564.11 * 0.021047 * 4.18 * * 4000.00 * 2562.00 * 2564.38 * * 2564.78 * 0.021380 * 5.08 * * 7350.00 * 2562.00 * 2565.00 * * 2565.58 * 0.021362 * 6.10 * * * * * * * * * * 10.00 * 2562.00 * 2562.11 * 2562.09 * 2562.13 * 0.025306 * 1.07 * * 100.00 * 2562.00 * 2562.43 * 2562.35 * 2562.53 * 0.025329 * 2.44 * * 200.00 * 2562.00 * 2562.64 * 2562.53 * 2562.79 * 0.025322 * 3.06 * * 500.00 * 2562.00 * 2563.17 * 2562.92 * 2563.29 * 0.025320 * 2.80 * * * Reach #7 * Reach-11 281.64 * 432.91 * * Reach #7 * Reach-11 448.78 * 490.38 * * Reach #7 * Reach-11 743.40 * 612.20 * * Reach #7 * Reach-11 1135.38 * 708.70 * * * * * * Reach #6 * Reach-40 5.91 * 19.84 * * Reach #6 * Reach-40 24.95 * 26.95 * * Reach #6 * Reach-40 41.18 * 33.66 * * Reach #6 * Reach-40 136.24 * 165.06 * * Reach #6 * Reach-40 210.72 * 177.32 * * Reach #6 * Reach-40 378.15 * 278.72 * * Reach #6 * Reach-40 732.16 * 506.02 * * Reach #6 * Reach-40 953.87 * 566.13 * * * * * * Reach #6 * Reach-40 5.28 * 19.59 * * Reach #6 * Reach-40 23.71 * 26.37 * * Reach #6 * Reach-40 39.31 * 32.96 * * Reach #6 * Reach-40 128.97 * 163.82 * * Reach #6 * Reach-40 200.98 * 175.76 * * Reach #6 * Reach-40 361.60 * 270.13 * * Reach #6 * Reach-40 699.12 * 496.44 * * Reach #6 * Reach-40 913.74 * 555.73 * * * * * * Reach #6 * Reach-38 12.75 * 22.38 * * Reach #6 * Reach-38 111.50 * 160.78 * * Reach #6 * Reach-38 173.23 * 171.26 * * 700 0.78 * * 700 0.82 * * 700 0.86 * * 700 0.90 * * * 1000.00 * 2562.00 * 2563.42 * 2563.30 * 2563.61 * 0.025325 * 3.55 * * 2000.00 * 2562.00 * 2563.78 * 2563.64 * 2564.09 * 0.025311 * 4.46 * * 4000.00 * 2562.00 * 2564.31 * 2564.17 * 2564.76 * 0.025306 * 5.38 * * 7350.00 * 2562.00 * 2564.90 * 2564.77 * 2565.55 * 0.025315 * 6.47 * * * * * * * * * * 605 0.55 * * 605 0.73 * * 605 0.77 * * 605 0.71 * * 605 0.77 * * 605 0.80 * * 605 0.80 * * 605 0.83 * * * * 600 0.64 * * 600 0.78 * * 600 0.82 * * 600 0.77 * * 600 0.82 * * 600 0.84 * * 600 0.85 * * 600 0.87 * * * * 605 0.18 * * 605 0.19 * * 605 0.20 * * 10.00 * 2665.00 * 2665.32 * * 2665.36 * 0.016418 * 1.69 * * 100.00 * 2665.00 * 2666.14 * * 2666.39 * 0.020438 * 4.01 * * 200.00 * 2665.00 * 2666.68 * * 2667.04 * 0.020722 * 4.86 * * 500.00 * 2665.00 * 2667.53 * * 2667.74 * 0.019772 * 3.67 * * 1000.00 * 2665.00 * 2667.97 * * 2668.32 * 0.020336 * 4.75 * * 2000.00 * 2665.00 * 2668.71 * * 2669.14 * 0.021139 * 5.29 * * 4000.00 * 2665.00 * 2669.57 * * 2670.04 * 0.020680 * 5.46 * * 5800.00 * 2665.00 * 2669.99 * * 2670.56 * 0.020907 * 6.08 * * * * * * * * * * 10.00 * 2665.00 * 2665.29 * 2665.22 * 2665.34 * 0.023506 * 1.90 * * 100.00 * 2665.00 * 2666.10 * 2665.94 * 2666.37 * 0.023515 * 4.22 * * 200.00 * 2665.00 * 2666.62 * 2666.44 * 2667.02 * 0.023508 * 5.09 * * 500.00 * 2665.00 * 2667.49 * 2667.35 * 2667.72 * 0.023497 * 3.88 * * 1000.00 * 2665.00 * 2667.91 * 2667.75 * 2668.29 * 0.023534 * 4.98 * * 2000.00 * 2665.00 * 2668.65 * 2668.43 * 2669.12 * 0.023539 * 5.53 * * 4000.00 * 2665.00 * 2669.51 * 2669.32 * 2670.02 * 0.023515 * 5.72 * * 5800.00 * 2665.00 * 2669.91 * 2669.74 * 2670.54 * 0.023539 * 6.35 * * * * * * * * * * 10.00 * 2665.00 * 2665.64 * * 2665.65 * 0.001487 * 0.78 * * 100.00 * 2665.00 * 2667.38 * * 2667.39 * 0.001489 * 0.90 * * 200.00 * 2665.00 * 2667.75 * * 2667.77 * 0.001492 * 1.15 * * * Reach #6 * Reach-38 * 605 296.86 * 233.55 * 0.21 * * Reach #6 * Reach-38 * 605 417.30 * 298.04 * 0.21 * * Reach #6 * Reach-38 * 605 592.19 * 464.07 * 0.21 * * Reach #6 * Reach-38 * 605 694.64 * 495.12 * 0.21 * * Reach #6 * Reach-38 * 605 953.18 * 565.95 * 0.22 * * * * * * * * Reach #6 * Reach-38 * 600 12.72 * 22.36 * 0.18 * * Reach #6 * Reach-38 * 600 111.22 * 160.74 * 0.19 * * Reach #6 * Reach-38 * 600 172.94 * 171.21 * 0.20 * * Reach #6 * Reach-38 * 600 296.46 * 233.30 * 0.21 * * Reach #6 * Reach-38 * 600 416.79 * 297.79 * 0.21 * * Reach #6 * Reach-38 * 600 591.40 * 463.83 * 0.21 * * Reach #6 * Reach-38 * 600 693.80 * 494.88 * 0.21 * * Reach #6 * Reach-38 * 600 952.21 * 565.71 * 0.22 * * * * * * * * Reach #5 * Reach-48-50-48 * 505 9.67 * 52.49 * 0.42 * * Reach #5 * Reach-48-50-48 * 505 39.97 * 67.15 * 0.57 * * Reach #5 * Reach-48-50-48 * 505 135.24 * 460.88 * 0.48 * * Reach #5 * Reach-48-50-48 * 505 231.10 * 471.77 * 0.54 * * Reach #5 * Reach-48-50-48 * 505 349.75 * 484.92 * 0.59 * * Reach #5 * Reach-48-50-48 * 505 557.46 * 561.06 * 0.63 * * Reach #5 * Reach-48-50-48 * 505 730.03 * 604.45 * 0.66 * * Reach #5 * Reach-48-50-48 * 505 1157.39 * 700.41 * 0.70 * * * * * * * * Reach #5 * Reach-48-50-48 * 500 8.79 * 52.00 * 0.49 * * Reach #5 * Reach-48-50-48 * 500 38.62 * 66.57 * 0.60 * * 400.00 * 2665.00 * 2668.39 * * 2668.42 * 0.001497 * 1.35 * * 600.00 * 2665.00 * 2668.84 * * 2668.87 * 0.001498 * 1.44 * * 800.00 * 2665.00 * 2669.28 * * 2669.31 * 0.001495 * 1.35 * * 1000.00 * 2665.00 * 2669.50 * * 2669.53 * 0.001496 * 1.44 * * 1550.00 * 2665.00 * 2669.99 * * 2670.03 * 0.001496 * 1.63 * * * * * * * * * * 10.00 * 2665.00 * 2665.64 * 2665.22 * 2665.65 * 0.001501 * 0.79 * * 100.00 * 2665.00 * 2667.38 * 2665.94 * 2667.39 * 0.001501 * 0.90 * * 200.00 * 2665.00 * 2667.75 * 2666.44 * 2667.77 * 0.001500 * 1.16 * * 400.00 * 2665.00 * 2668.39 * 2667.25 * 2668.42 * 0.001502 * 1.35 * * 600.00 * 2665.00 * 2668.84 * 2667.43 * 2668.87 * 0.001502 * 1.44 * * 800.00 * 2665.00 * 2669.28 * 2667.61 * 2669.31 * 0.001501 * 1.35 * * 1000.00 * 2665.00 * 2669.50 * 2667.75 * 2669.53 * 0.001501 * 1.44 * * 1550.00 * 2665.00 * 2669.98 * 2668.14 * 2670.02 * 0.001500 * 1.63 * * * * * * * * * * 10.00 * 2597.00 * 2597.20 * * 2597.21 * 0.011572 * 1.03 * * 100.00 * 2597.00 * 2597.70 * * 2597.80 * 0.014168 * 2.50 * * 200.00 * 2597.00 * 2598.16 * * 2598.20 * 0.012703 * 1.48 * * 500.00 * 2597.00 * 2598.37 * * 2598.44 * 0.013730 * 2.16 * * 1000.00 * 2597.00 * 2598.62 * * 2598.74 * 0.014314 * 2.86 * * 2000.00 * 2597.00 * 2599.03 * * 2599.23 * 0.014704 * 3.59 * * 3000.00 * 2597.00 * 2599.33 * * 2599.59 * 0.014870 * 4.11 * * 5900.00 * 2597.00 * 2599.98 * * 2600.39 * 0.015065 * 5.10 * * * * * * * * * * 10.00 * 2597.00 * 2597.18 * 2597.11 * 2597.20 * 0.015711 * 1.14 * * 100.00 * 2597.00 * 2597.68 * 2597.49 * 2597.79 * 0.015708 * 2.59 * * Reach #5 * Reach-48-50-48 * 500 126.81 * 459.91 * 0.53 * * Reach #5 * Reach-48-50-48 * 500 221.78 * 470.73 * 0.58 * * Reach #5 * Reach-48-50-48 * 500 339.70 * 483.82 * 0.62 * * Reach #5 * Reach-48-50-48 * 500 545.30 * 557.88 * 0.65 * * Reach #5 * Reach-48-50-48 * 500 716.64 * 601.19 * 0.68 * * Reach #5 * Reach-48-50-48 * 500 1140.85 * 696.94 * 0.71 * * * * * * * * Reach #5 * Reach-48-50-50 * 505 9.87 * 52.60 * 0.41 * * Reach #5 * Reach-48-50-50 * 505 41.24 * 67.70 * 0.55 * * Reach #5 * Reach-48-50-50 * 505 138.61 * 461.27 * 0.46 * * Reach #5 * Reach-48-50-50 * 505 237.55 * 472.50 * 0.52 * * Reach #5 * Reach-48-50-50 * 505 360.30 * 486.07 * 0.57 * * Reach #5 * Reach-48-50-50 * 505 575.75 * 565.82 * 0.61 * * Reach #5 * Reach-48-50-50 * 505 754.65 * 610.38 * 0.63 * * Reach #5 * Reach-48-50-50 * 505 1171.43 * 783.64 * 0.70 * * * * * * * * Reach #5 * Reach-48-50-50 * 500 9.07 * 52.16 * 0.47 * * Reach #5 * Reach-48-50-50 * 500 39.94 * 67.14 * 0.57 * * Reach #5 * Reach-48-50-50 * 500 130.74 * 460.36 * 0.51 * * Reach #5 * Reach-48-50-50 * 500 228.68 * 471.50 * 0.55 * * Reach #5 * Reach-48-50-50 * 500 350.58 * 485.01 * 0.59 * * Reach #5 * Reach-48-50-50 * 500 563.90 * 562.74 * 0.62 * * Reach #5 * Reach-48-50-50 * 500 741.57 * 607.24 * 0.65 * * Reach #5 * Reach-48-50-50 * 500 1155.51 * 700.02 * 0.68 * * * * * * * * Reach #4 * Reach-66 * 405 14.12 * 125.51 * 0.37 * * 200.00 * 2597.00 * 2598.14 * 2597.76 * 2598.18 * 0.015699 * 1.58 * * 500.00 * 2597.00 * 2598.35 * 2598.20 * 2598.43 * 0.015702 * 2.25 * * 1000.00 * 2597.00 * 2598.60 * 2598.40 * 2598.73 * 0.015728 * 2.94 * * 2000.00 * 2597.00 * 2599.01 * 2598.70 * 2599.22 * 0.015706 * 3.67 * * 3000.00 * 2597.00 * 2599.31 * 2598.98 * 2599.58 * 0.015703 * 4.19 * * 5900.00 * 2597.00 * 2599.96 * 2599.56 * 2600.37 * 0.015701 * 5.17 * * * * * * * * * * 10.00 * 2597.00 * 2597.20 * * 2597.21 * 0.010820 * 1.01 * * 100.00 * 2597.00 * 2597.72 * * 2597.81 * 0.012906 * 2.42 * * 200.00 * 2597.00 * 2598.17 * * 2598.20 * 0.011714 * 1.44 * * 500.00 * 2597.00 * 2598.38 * * 2598.45 * 0.012551 * 2.10 * * 1000.00 * 2597.00 * 2598.64 * * 2598.76 * 0.013005 * 2.78 * * 2000.00 * 2597.00 * 2599.06 * * 2599.25 * 0.013353 * 3.47 * * 3000.00 * 2597.00 * 2599.37 * * 2599.61 * 0.013488 * 3.98 * * 5720.00 * 2597.00 * 2600.00 * * 2600.37 * 0.015798 * 4.88 * * * * * * * * * * 10.00 * 2597.00 * 2597.18 * 2597.11 * 2597.20 * 0.014209 * 1.10 * * 100.00 * 2597.00 * 2597.70 * 2597.49 * 2597.80 * 0.014202 * 2.50 * * 200.00 * 2597.00 * 2598.15 * 2597.76 * 2598.19 * 0.014198 * 1.53 * * 500.00 * 2597.00 * 2598.36 * 2598.20 * 2598.44 * 0.014209 * 2.19 * * 1000.00 * 2597.00 * 2598.62 * 2598.40 * 2598.74 * 0.014205 * 2.85 * * 2000.00 * 2597.00 * 2599.04 * 2598.70 * 2599.24 * 0.014208 * 3.55 * * 3000.00 * 2597.00 * 2599.35 * 2598.98 * 2599.60 * 0.014200 * 4.05 * * 5720.00 * 2597.00 * 2599.98 * 2599.53 * 2600.36 * 0.014226 * 4.95 * * * * * * * * * * 10.00 * 2683.00 * 2683.12 * * 2683.12 * 0.010449 * 0.71 * * Reach #4 53.50 * * Reach #4 82.32 * * Reach #4 128.70 * * Reach #4 171.76 * * Reach #4 216.42 * * Reach #4 257.48 * * Reach #4 396.26 * * * * Reach #4 12.02 * * Reach #4 50.41 * * Reach #4 78.79 * * Reach #4 124.61 * * Reach #4 166.97 * * Reach #4 210.07 * * Reach #4 250.32 * * Reach #4 386.78 * * * * Reach #4 14.37 * * Reach #4 55.81 * * Reach #4 86.23 * * Reach #4 134.98 * * Reach #4 182.01 * * Reach #4 228.50 * * Reach #4 271.79 * * Reach #4 399.39 * * * * Reach-66 143.08 * * Reach-66 154.67 * * Reach-66 171.69 * * Reach-66 196.16 * * Reach-66 226.30 * * Reach-66 250.84 * * Reach-66 320.14 * * * * Reach-66 124.50 * * Reach-66 141.77 * * Reach-66 153.30 * * Reach-66 170.26 * * Reach-66 192.65 * * Reach-66 222.26 * * Reach-66 246.73 * * Reach-66 315.89 * * * * Reach-65 125.63 * * Reach-65 144.04 * * Reach-65 156.18 * * Reach-65 173.87 * * Reach-65 203.47 * * Reach-65 233.78 * * Reach-65 258.84 * * Reach-65 321.04 * * * * 405 0.54 * * 405 0.59 * * 405 0.63 * * 405 0.66 * * 405 0.67 * * 405 0.68 * * 405 0.70 * * * * 400 0.47 * * 400 0.59 * * 400 0.62 * * 400 0.66 * * 400 0.68 * * 400 0.69 * * 400 0.70 * * 400 0.72 * * * * 405 0.36 * * 405 0.51 * * 405 0.55 * * 405 0.59 * * 405 0.61 * * 405 0.62 * * 405 0.63 * * 405 0.65 * * * * 100.00 * 2683.00 * 2683.41 * * 2683.46 * 0.014688 * 1.87 * * 200.00 * 2683.00 * 2683.60 * * 2683.69 * 0.015499 * 2.43 * * 400.00 * 2683.00 * 2683.89 * * 2684.04 * 0.016071 * 3.11 * * 600.00 * 2683.00 * 2684.12 * * 2684.31 * 0.016500 * 3.49 * * 800.00 * 2683.00 * 2684.34 * * 2684.55 * 0.016426 * 3.70 * * 1000.00 * 2683.00 * 2684.51 * * 2684.74 * 0.016499 * 3.88 * * 1750.00 * 2683.00 * 2684.99 * * 2685.30 * 0.016622 * 4.42 * * * * * * * * * * 10.00 * 2683.00 * 2683.10 * 2683.06 * 2683.11 * 0.017707 * 0.83 * * 100.00 * 2683.00 * 2683.39 * 2683.27 * 2683.45 * 0.017697 * 1.98 * * 200.00 * 2683.00 * 2683.58 * 2683.43 * 2683.68 * 0.017727 * 2.54 * * 400.00 * 2683.00 * 2683.86 * 2683.66 * 2684.02 * 0.017699 * 3.21 * * 600.00 * 2683.00 * 2684.10 * 2683.86 * 2684.30 * 0.017701 * 3.59 * * 800.00 * 2683.00 * 2684.31 * 2684.03 * 2684.53 * 0.017711 * 3.81 * * 1000.00 * 2683.00 * 2684.48 * 2684.19 * 2684.73 * 0.017732 * 3.99 * * 1750.00 * 2683.00 * 2684.96 * 2684.65 * 2685.28 * 0.017700 * 4.52 * * * * * * * * * * 10.00 * 2683.00 * 2683.12 * * 2683.13 * 0.009879 * 0.70 * * 100.00 * 2683.00 * 2683.43 * * 2683.48 * 0.012870 * 1.79 * * 200.00 * 2683.00 * 2683.63 * * 2683.71 * 0.013451 * 2.32 * * 400.00 * 2683.00 * 2683.92 * * 2684.06 * 0.013942 * 2.96 * * 600.00 * 2683.00 * 2684.18 * * 2684.34 * 0.014282 * 3.30 * * 800.00 * 2683.00 * 2684.39 * * 2684.58 * 0.014315 * 3.50 * * 1000.00 * 2683.00 * 2684.56 * * 2684.77 * 0.014366 * 3.68 * * 1650.00 * 2683.00 * 2685.00 * * 2685.27 * 0.014449 * 4.13 * * * * * * * * * * Reach #4 12.57 * * Reach #4 52.80 * * Reach #4 82.66 * * Reach #4 130.75 * * Reach #4 176.94 * * Reach #4 222.55 * * Reach #4 265.14 * * Reach #4 390.96 * * * * Reach #3 6.94 * * Reach #3 31.61 * * Reach #3 52.06 * * Reach #3 102.53 * * Reach #3 169.99 * * Reach #3 327.79 * * Reach #3 508.50 * * Reach #3 797.42 * * * * Reach #3 5.94 * * Reach #3 29.03 * * Reach #3 48.16 * * Reach #3 95.52 * * Reach #3 157.60 * * Reach #3 302.02 * * Reach #3 472.29 * * Reach #3 731.03 * * Reach-65 * 400 124.77 * 0.44 * * Reach-65 * 400 142.78 * 0.55 * * Reach-65 * 400 154.80 * 0.58 * * Reach-65 * 400 172.41 * 0.62 * * Reach-65 * 400 199.88 * 0.64 * * Reach-65 * 400 230.13 * 0.64 * * Reach-65 * 400 255.15 * 0.65 * * Reach-65 * 400 317.77 * 0.67 * * * * * * Reach-65-66-66 * 305 30.47 * 0.53 * * Reach-65-66-66 * 305 50.71 * 0.71 * * Reach-65-66-66 * 305 63.79 * 0.75 * * Reach-65-66-66 * 305 89.06 * 0.80 * * Reach-65-66-66 * 305 116.11 * 0.83 * * Reach-65-66-66 * 305 227.61 * 0.85 * * Reach-65-66-66 * 305 329.59 * 0.84 * * Reach-65-66-66 * 305 409.59 * 0.86 * * * * * * Reach-65-66-66 * 300 29.37 * 0.66 * * Reach-65-66-66 * 300 48.98 * 0.79 * * Reach-65-66-66 * 300 61.41 * 0.83 * * Reach-65-66-66 * 300 85.99 * 0.88 * * Reach-65-66-66 * 300 111.49 * 0.92 * * Reach-65-66-66 * 300 213.19 * 0.93 * * Reach-65-66-66 * 300 318.15 * 0.92 * * Reach-65-66-66 * 300 392.65 * 0.95 * * 10.00 * 2683.00 * 2683.10 * 2683.06 * 2683.11 * 0.015306 * 0.80 * * 100.00 * 2683.00 * 2683.40 * 2683.27 * 2683.46 * 0.015303 * 1.89 * * 200.00 * 2683.00 * 2683.61 * 2683.43 * 2683.70 * 0.015305 * 2.42 * * 400.00 * 2683.00 * 2683.90 * 2683.66 * 2684.04 * 0.015328 * 3.06 * * 600.00 * 2683.00 * 2684.15 * 2683.86 * 2684.33 * 0.015326 * 3.39 * * 800.00 * 2683.00 * 2684.36 * 2684.03 * 2684.56 * 0.015305 * 3.59 * * 1000.00 * 2683.00 * 2684.54 * 2684.19 * 2684.76 * 0.015307 * 3.77 * * 1650.00 * 2683.00 * 2684.98 * 2684.60 * 2685.25 * 0.015302 * 4.22 * * * * * * * * * * 10.00 * 2810.00 * 2810.27 * 2810.18 * 2810.30 * 0.016945 * 1.44 * * 100.00 * 2810.00 * 2810.87 * 2810.73 * 2811.03 * 0.021305 * 3.16 * * 200.00 * 2810.00 * 2811.23 * 2811.06 * 2811.46 * 0.021953 * 3.84 * * 500.00 * 2810.00 * 2811.89 * 2811.70 * 2812.26 * 0.022360 * 4.88 * * 1000.00 * 2810.00 * 2812.57 * 2812.37 * 2813.11 * 0.021879 * 5.88 * * 2000.00 * 2810.00 * 2813.62 * 2813.38 * 2814.19 * 0.022251 * 6.10 * * 3000.00 * 2810.00 * 2814.21 * 2813.97 * 2814.75 * 0.022157 * 5.90 * * 5400.00 * 2810.00 * 2815.00 * 2814.75 * 2815.71 * 0.021399 * 6.77 * * * * * * * * * * 10.00 * 2810.00 * 2810.23 * 2810.18 * 2810.28 * 0.027002 * 1.68 * * 100.00 * 2810.00 * 2810.82 * 2810.73 * 2811.01 * 0.027021 * 3.44 * * 200.00 * 2810.00 * 2811.17 * 2811.06 * 2811.44 * 0.027045 * 4.15 * * 500.00 * 2810.00 * 2811.81 * 2811.70 * 2812.24 * 0.027021 * 5.23 * * 1000.00 * 2810.00 * 2812.46 * 2812.37 * 2813.08 * 0.027023 * 6.35 * * 2000.00 * 2810.00 * 2813.48 * 2813.38 * 2814.17 * 0.027038 * 6.62 * * 3000.00 * 2810.00 * 2814.10 * 2813.97 * 2814.73 * 0.027041 * 6.35 * * 5400.00 * 2810.00 * 2814.83 * 2814.75 * 2815.68 * 0.027028 * 7.39 * * * * Reach #3 6.94 * * Reach #3 31.74 * * Reach #3 52.29 * * Reach #3 102.94 * * Reach #3 169.93 * * Reach #3 327.94 * * Reach #3 510.60 * * Reach #3 797.42 * * * * Reach #3 5.99 * * Reach #3 29.27 * * Reach #3 48.56 * * Reach #3 96.34 * * Reach #3 158.87 * * Reach #3 304.87 * * Reach #3 476.34 * * Reach #3 737.18 * * * * Reach #2 11.45 * * Reach #2 48.18 * * Reach #2 76.19 * * Reach #2 170.36 * * Reach #2 260.13 * * Reach #2 479.27 * * Reach #2 611.15 * * * * * Reach-65-66-65 * 305 30.48 * 0.53 * * Reach-65-66-65 * 305 50.79 * 0.70 * * Reach-65-66-65 * 305 63.93 * 0.75 * * Reach-65-66-65 * 305 89.24 * 0.80 * * Reach-65-66-65 * 305 116.09 * 0.83 * * Reach-65-66-65 * 305 227.69 * 0.85 * * Reach-65-66-65 * 305 330.24 * 0.83 * * Reach-65-66-65 * 305 409.59 * 0.86 * * * * * * Reach-65-66-65 * 300 29.42 * 0.65 * * Reach-65-66-65 * 300 49.15 * 0.78 * * Reach-65-66-65 * 300 61.66 * 0.82 * * Reach-65-66-65 * 300 86.36 * 0.87 * * Reach-65-66-65 * 300 111.97 * 0.91 * * Reach-65-66-65 * 300 214.83 * 0.92 * * Reach-65-66-65 * 300 319.45 * 0.91 * * Reach-65-66-65 * 300 394.25 * 0.94 * * * * * * Reach-62-63-63 * 205 93.53 * 0.44 * * Reach-62-63-63 * 205 126.75 * 0.59 * * Reach-62-63-63 * 205 147.13 * 0.64 * * Reach-62-63-63 * 205 278.77 * 0.66 * * Reach-62-63-63 * 205 291.78 * 0.72 * * Reach-62-63-63 * 205 478.17 * 0.73 * * Reach-62-63-63 * 205 485.52 * 0.77 * * * * * * * * * * 10.00 * 2810.00 * 2810.27 * 2810.18 * 2810.30 * 0.016890 * 1.44 * * 100.00 * 2810.00 * 2810.88 * 2810.73 * 2811.03 * 0.021074 * 3.15 * * 200.00 * 2810.00 * 2811.24 * 2811.06 * 2811.46 * 0.021691 * 3.82 * * 500.00 * 2810.00 * 2811.90 * 2811.70 * 2812.26 * 0.022120 * 4.86 * * 1000.00 * 2810.00 * 2812.57 * 2812.37 * 2813.11 * 0.021898 * 5.88 * * 2000.00 * 2810.00 * 2813.62 * 2813.38 * 2814.19 * 0.022226 * 6.10 * * 3000.00 * 2810.00 * 2814.22 * 2813.97 * 2814.76 * 0.021912 * 5.88 * * 5400.00 * 2810.00 * 2815.00 * 2814.75 * 2815.71 * 0.021399 * 6.77 * * * * * * * * * * 10.00 * 2810.00 * 2810.24 * 2810.18 * 2810.28 * 0.026419 * 1.67 * * 100.00 * 2810.00 * 2810.83 * 2810.73 * 2811.01 * 0.026408 * 3.42 * * 200.00 * 2810.00 * 2811.18 * 2811.06 * 2811.44 * 0.026444 * 4.12 * * 500.00 * 2810.00 * 2811.82 * 2811.70 * 2812.24 * 0.026410 * 5.19 * * 1000.00 * 2810.00 * 2812.47 * 2812.37 * 2813.08 * 0.026422 * 6.29 * * 2000.00 * 2810.00 * 2813.50 * 2813.38 * 2814.17 * 0.026442 * 6.56 * * 3000.00 * 2810.00 * 2814.11 * 2813.97 * 2814.73 * 0.026426 * 6.30 * * 5400.00 * 2810.00 * 2814.85 * 2814.75 * 2815.68 * 0.026426 * 7.33 * * * * * * * * * * 10.00 * 2758.00 * 2758.13 * * 2758.14 * 0.014231 * 0.87 * * 100.00 * 2758.00 * 2758.47 * * 2758.53 * 0.017728 * 2.08 * * 200.00 * 2758.00 * 2758.67 * * 2758.78 * 0.018771 * 2.62 * * 500.00 * 2758.00 * 2759.15 * * 2759.28 * 0.018819 * 2.94 * * 1000.00 * 2758.00 * 2759.46 * * 2759.69 * 0.019512 * 3.84 * * 2000.00 * 2758.00 * 2760.12 * * 2760.39 * 0.019665 * 4.17 * * 3000.00 * 2758.00 * 2760.39 * * 2760.77 * 0.020085 * 4.91 * * * Reach #2 913.23 * * * * Reach #2 7.58 * * Reach #2 44.14 * * Reach #2 71.08 * * Reach #2 160.24 * * Reach #2 247.28 * * Reach #2 457.24 * * Reach #2 586.88 * * Reach #2 878.12 * * * * Reach #2 12.06 * * Reach #2 49.39 * * Reach #2 78.32 * * Reach #2 174.44 * * Reach #2 266.91 * * Reach #2 411.42 * * Reach #2 627.16 * * Reach #2 909.67 * * * * Reach #2 10.22 * * Reach #2 45.93 * * Reach #2 74.01 * * Reach #2 166.07 * * Reach #2 256.43 * * Reach #2 399.01 * * Reach-62-63-63 * 205 501.91 * 0.82 * * * * * * Reach-62-63-63 * 200 89.32 * 0.80 * * Reach-62-63-63 * 200 123.54 * 0.67 * * Reach-62-63-63 * 200 143.63 * 0.70 * * Reach-62-63-63 * 200 277.26 * 0.72 * * Reach-62-63-63 * 200 289.95 * 0.77 * * Reach-62-63-63 * 200 476.93 * 0.79 * * Reach-62-63-63 * 200 484.18 * 0.82 * * Reach-62-63-63 * 200 500.09 * 0.87 * * * * * * Reach-62-63-62 * 205 94.19 * 0.41 * * Reach-62-63-62 * 205 127.70 * 0.57 * * Reach-62-63-62 * 205 148.57 * 0.62 * * Reach-62-63-62 * 205 279.37 * 0.64 * * Reach-62-63-62 * 205 292.74 * 0.69 * * Reach-62-63-62 * 205 312.48 * 0.75 * * Reach-62-63-62 * 205 486.41 * 0.74 * * Reach-62-63-62 * 205 501.78 * 0.79 * * * * * * Reach-62-63-62 * 200 92.22 * 0.52 * * Reach-62-63-62 * 200 124.98 * 0.63 * * Reach-62-63-62 * 200 145.65 * 0.67 * * Reach-62-63-62 * 200 278.13 * 0.69 * * Reach-62-63-62 * 200 291.25 * 0.73 * * Reach-62-63-62 * 200 310.84 * 0.78 * * 5750.00 * 2758.00 * 2761.00 * * 2761.62 * 0.020221 * 6.30 * * * * * * * * * * 10.00 * 2758.00 * 2758.09 * 2758.09 * 2758.12 * 0.052766 * 1.32 * * 100.00 * 2758.00 * 2758.43 * 2758.34 * 2758.51 * 0.022927 * 2.27 * * 200.00 * 2758.00 * 2758.64 * 2758.51 * 2758.76 * 0.022912 * 2.81 * * 500.00 * 2758.00 * 2759.11 * 2758.88 * 2759.26 * 0.022911 * 3.12 * * 1000.00 * 2758.00 * 2759.42 * 2759.27 * 2759.67 * 0.022910 * 4.04 * * 2000.00 * 2758.00 * 2760.07 * 2759.70 * 2760.37 * 0.022926 * 4.37 * * 3000.00 * 2758.00 * 2760.34 * 2760.17 * 2760.75 * 0.022904 * 5.11 * * 5750.00 * 2758.00 * 2760.93 * 2760.76 * 2761.60 * 0.022931 * 6.55 * * * * * * * * * * 10.00 * 2758.00 * 2758.14 * * 2758.15 * 0.012052 * 0.83 * * 100.00 * 2758.00 * 2758.48 * * 2758.54 * 0.016482 * 2.02 * * 200.00 * 2758.00 * 2758.68 * * 2758.79 * 0.017346 * 2.55 * * 500.00 * 2758.00 * 2759.16 * * 2759.29 * 0.017439 * 2.87 * * 1000.00 * 2758.00 * 2759.48 * * 2759.70 * 0.017987 * 3.75 * * 2000.00 * 2758.00 * 2759.96 * * 2760.33 * 0.018554 * 4.86 * * 3000.00 * 2758.00 * 2760.42 * * 2760.78 * 0.018471 * 4.78 * * 5500.00 * 2758.00 * 2761.00 * * 2761.56 * 0.018736 * 6.05 * * * * * * * * * * 10.00 * 2758.00 * 2758.12 * 2758.09 * 2758.13 * 0.020362 * 0.98 * * 100.00 * 2758.00 * 2758.45 * 2758.34 * 2758.52 * 0.020394 * 2.18 * * 200.00 * 2758.00 * 2758.66 * 2758.51 * 2758.77 * 0.020401 * 2.70 * * 500.00 * 2758.00 * 2759.13 * 2758.88 * 2759.27 * 0.020423 * 3.01 * * 1000.00 * 2758.00 * 2759.45 * 2759.27 * 2759.68 * 0.020418 * 3.90 * * 2000.00 * 2758.00 * 2759.92 * 2759.70 * 2760.31 * 0.020403 * 5.01 * * Reach #2 607.95 * * Reach #2 885.33 * * * * Reach #2 11.42 * * Reach #2 47.50 * * Reach #2 74.94 * * Reach #2 168.11 * * Reach #2 256.07 * * Reach #2 471.92 * * Reach #2 603.56 * * Reach #2 907.47 * * * * Reach #2 7.58 * * Reach #2 42.97 * * Reach #2 69.13 * * Reach #2 156.32 * * Reach #2 241.13 * * Reach #2 446.30 * * Reach #2 572.35 * * Reach #2 861.53 * * * * Reach #2 11.65 * * Reach #2 46.12 * * Reach #2 72.91 * * Reach #2 153.55 * * Reach #2 249.90 * * Reach-62-63-62 * 200 485.35 * 0.78 * * Reach-62-63-62 * 200 500.47 * 0.82 * * * * * * Reach-62A-62 * 205 93.50 * 0.44 * * Reach-62A-62 * 205 126.22 * 0.60 * * Reach-62A-62 * 205 146.28 * 0.66 * * Reach-62A-62 * 205 278.43 * 0.67 * * Reach-62A-62 * 205 291.20 * 0.73 * * Reach-62A-62 * 205 477.75 * 0.75 * * Reach-62A-62 * 205 485.10 * 0.79 * * Reach-62A-62 * 205 501.66 * 0.84 * * * * * * Reach-62A-62 * 200 89.32 * 0.80 * * Reach-62A-62 * 200 122.59 * 0.69 * * Reach-62A-62 * 200 142.27 * 0.73 * * Reach-62A-62 * 200 276.68 * 0.75 * * Reach-62A-62 * 200 289.07 * 0.80 * * Reach-62A-62 * 200 476.31 * 0.82 * * Reach-62A-62 * 200 483.37 * 0.85 * * Reach-62A-62 * 200 499.19 * 0.90 * * * * * * Reach-62A-6263 * 205 93.75 * 0.43 * * Reach-62A-6263 * 205 125.12 * 0.63 * * Reach-62A-6263 * 205 144.90 * 0.68 * * Reach-62A-6263 * 205 276.26 * 0.77 * * Reach-62A-6263 * 205 290.33 * 0.76 * * 3000.00 * 2758.00 * 2760.38 * 2760.17 * 2760.76 * 0.020430 * 4.93 * * 5500.00 * 2758.00 * 2760.95 * 2760.71 * 2761.55 * 0.020438 * 6.21 * * * * * * * * * * 10.00 * 2758.00 * 2758.13 * * 2758.14 * 0.014321 * 0.88 * * 100.00 * 2758.00 * 2758.46 * * 2758.53 * 0.018482 * 2.11 * * 200.00 * 2758.00 * 2758.66 * * 2758.77 * 0.019686 * 2.67 * * 500.00 * 2758.00 * 2759.14 * * 2759.28 * 0.019638 * 2.97 * * 1000.00 * 2758.00 * 2759.45 * * 2759.68 * 0.020507 * 3.91 * * 2000.00 * 2758.00 * 2760.10 * * 2760.38 * 0.020681 * 4.24 * * 3000.00 * 2758.00 * 2760.38 * * 2760.76 * 0.020914 * 4.97 * * 5800.00 * 2758.00 * 2760.99 * * 2761.63 * 0.020998 * 6.39 * * * * * * * * * * 10.00 * 2758.00 * 2758.09 * 2758.09 * 2758.12 * 0.052766 * 1.32 * * 100.00 * 2758.00 * 2758.42 * 2758.34 * 2758.51 * 0.024822 * 2.33 * * 200.00 * 2758.00 * 2758.62 * 2758.51 * 2758.75 * 0.024825 * 2.89 * * 500.00 * 2758.00 * 2759.10 * 2758.88 * 2759.25 * 0.024814 * 3.20 * * 1000.00 * 2758.00 * 2759.40 * 2759.27 * 2759.66 * 0.024815 * 4.15 * * 2000.00 * 2758.00 * 2760.05 * 2759.71 * 2760.36 * 0.024810 * 4.48 * * 3000.00 * 2758.00 * 2760.31 * 2760.17 * 2760.74 * 0.024845 * 5.24 * * 5800.00 * 2758.00 * 2760.90 * 2760.78 * 2761.60 * 0.024804 * 6.73 * * * * * * * * * * 10.00 * 2758.00 * 2758.13 * * 2758.15 * 0.013452 * 0.86 * * 100.00 * 2758.00 * 2758.45 * * 2758.52 * 0.020157 * 2.17 * * 200.00 * 2758.00 * 2758.65 * * 2758.76 * 0.021297 * 2.74 * * 500.00 * 2758.00 * 2759.09 * 2758.88 * 2759.25 * 0.026284 * 3.26 * * 1000.00 * 2758.00 * 2759.43 * * 2759.67 * 0.022157 * 4.00 * * Reach #2 387.51 * * Reach #2 593.15 * * Reach #2 900.49 * * * * Reach #2 9.10 * * Reach #2 40.57 * * Reach #2 65.17 * * Reach #2 124.18 * * Reach #2 228.53 * * Reach #2 354.82 * * Reach #2 543.37 * * Reach #2 812.43 * * * * Reach #2 12.71 * * Reach #2 53.97 * * Reach #2 86.22 * * Reach #2 190.40 * * Reach #2 291.35 * * Reach #2 535.26 * * Reach #2 684.71 * * Reach #2 912.74 * * * * Reach #2 11.31 * * Reach #2 51.24 * * Reach #2 82.79 * * Reach #2 183.60 * * Reach-62A-6263 * 205 309.30 * 0.81 * * Reach-62A-6263 * 205 484.53 * 0.81 * * Reach-62A-6263 * 205 501.29 * 0.84 * * * * * * Reach-62A-6263 * 200 91.00 * 0.61 * * Reach-62A-6263 * 200 120.62 * 0.75 * * Reach-62A-6263 * 200 139.47 * 0.79 * * Reach-62A-6263 * 200 176.66 * 0.85 * * Reach-62A-6263 * 200 287.27 * 0.86 * * Reach-62A-6263 * 200 304.90 * 0.92 * * Reach-62A-6263 * 200 481.76 * 0.92 * * Reach-62A-6263 * 200 496.54 * 0.98 * * * * * * Reach-64 * 205 94.87 * 0.38 * * Reach-64 * 205 131.23 * 0.51 * * Reach-64 * 205 153.77 * 0.55 * * Reach-64 * 205 281.72 * 0.56 * * Reach-64 * 205 296.17 * 0.61 * * Reach-64 * 205 481.30 * 0.62 * * Reach-64 * 205 489.58 * 0.65 * * Reach-64 * 205 501.91 * 0.69 * * * * * * Reach-64 * 200 93.38 * 0.45 * * Reach-64 * 200 129.14 * 0.55 * * Reach-64 * 200 151.54 * 0.58 * * Reach-64 * 200 280.73 * 0.59 * * 2000.00 * 2758.00 * 2759.88 * * 2760.30 * 0.022346 * 5.16 * * 3000.00 * 2758.00 * 2760.35 * * 2760.75 * 0.022129 * 5.06 * * 5750.00 * 2758.00 * 2760.98 * 2760.76 * 2761.61 * 0.021155 * 6.39 * * * * * * * * * * 10.00 * 2758.00 * 2758.11 * 2758.09 * 2758.13 * 0.029436 * 1.10 * * 100.00 * 2758.00 * 2758.40 * 2758.34 * 2758.50 * 0.029432 * 2.47 * * 200.00 * 2758.00 * 2758.59 * 2758.51 * 2758.74 * 0.029423 * 3.07 * * 500.00 * 2758.00 * 2758.97 * 2758.88 * 2759.22 * 0.029393 * 4.03 * * 1000.00 * 2758.00 * 2759.35 * 2759.27 * 2759.65 * 0.029426 * 4.38 * * 2000.00 * 2758.00 * 2759.78 * 2759.70 * 2760.27 * 0.029408 * 5.64 * * 3000.00 * 2758.00 * 2760.25 * 2760.17 * 2760.72 * 0.029411 * 5.52 * * 5750.00 * 2758.00 * 2760.80 * 2760.76 * 2761.58 * 0.029435 * 7.08 * * * * * * * * * * 10.00 * 2758.00 * 2758.15 * * 2758.16 * 0.010226 * 0.79 * * 100.00 * 2758.00 * 2758.51 * * 2758.56 * 0.012716 * 1.85 * * 200.00 * 2758.00 * 2758.74 * * 2758.82 * 0.013185 * 2.32 * * 500.00 * 2758.00 * 2759.22 * * 2759.32 * 0.013172 * 2.63 * * 1000.00 * 2758.00 * 2759.57 * * 2759.75 * 0.013642 * 3.43 * * 2000.00 * 2758.00 * 2760.23 * * 2760.45 * 0.013727 * 3.74 * * 3000.00 * 2758.00 * 2760.54 * * 2760.84 * 0.013905 * 4.38 * * 4800.00 * 2758.00 * 2761.00 * * 2761.43 * 0.014116 * 5.26 * * * * * * * * * * 10.00 * 2758.00 * 2758.13 * 2758.09 * 2758.14 * 0.014782 * 0.88 * * 100.00 * 2758.00 * 2758.49 * 2758.34 * 2758.55 * 0.014800 * 1.95 * * 200.00 * 2758.00 * 2758.71 * 2758.51 * 2758.80 * 0.014802 * 2.42 * * 500.00 * 2758.00 * 2759.19 * 2758.88 * 2759.31 * 0.014798 * 2.72 * * Reach #2 283.92 * * Reach #2 522.93 * * Reach #2 671.57 * * Reach #2 898.90 * * * * Reach #2 11.42 * * Reach #2 45.78 * * Reach #2 72.42 * * Reach #2 152.41 * * Reach #2 249.61 * * Reach #2 387.43 * * Reach #2 593.03 * * Reach #2 909.31 * * * * Reach #2 7.58 * * Reach #2 40.21 * * Reach #2 64.56 * * Reach #2 122.97 * * Reach #2 226.57 * * Reach #2 351.77 * * Reach #2 538.90 * * Reach #2 801.28 * * * * Reach #2 11.70 * * Reach #2 46.24 * * Reach #2 73.13 * * Reach-64 295.13 * * Reach-64 480.61 * * Reach-64 488.86 * * Reach-64 501.20 * * * * Reach-6 93.50 * * Reach-6 124.86 * * Reach-6 144.56 * * Reach-6 276.09 * * Reach-6 290.29 * * Reach-6 309.29 * * Reach-6 484.52 * * Reach-6 501.76 * * * * Reach-6 89.32 * * Reach-6 120.33 * * Reach-6 139.03 * * Reach-6 175.98 * * Reach-6 286.98 * * Reach-6 304.49 * * Reach-6 481.51 * * Reach-6 495.94 * * * * Reach-5 93.80 * * Reach-5 125.22 * * Reach-5 145.04 * * 200 0.63 * * 200 0.65 * * 200 0.67 * * 200 0.70 * * * 1000.00 * 2758.00 * 2759.54 * 2759.27 * 2759.73 * 0.014800 * 3.52 * * 2000.00 * 2758.00 * 2760.21 * 2759.70 * 2760.44 * 0.014807 * 3.82 * * 3000.00 * 2758.00 * 2760.51 * 2760.17 * 2760.82 * 0.014803 * 4.47 * * 4800.00 * 2758.00 * 2760.97 * 2760.58 * 2761.42 * 0.014826 * 5.34 * * * * * * * * * * 205 0.44 * * 205 0.64 * * 205 0.69 * * 205 0.78 * * 205 0.76 * * 205 0.81 * * 205 0.81 * * 205 0.82 * * * * 200 0.80 * * 200 0.76 * * 200 0.80 * * 200 0.86 * * 200 0.88 * * 200 0.93 * * 200 0.93 * * 200 0.99 * * * * 205 0.43 * * 205 0.63 * * 205 0.68 * * 10.00 * 2758.00 * 2758.13 * * 2758.14 * 0.014321 * 0.88 * * 100.00 * 2758.00 * 2758.45 * * 2758.52 * 0.020595 * 2.18 * * 200.00 * 2758.00 * 2758.64 * * 2758.76 * 0.021717 * 2.76 * * 500.00 * 2758.00 * 2759.08 * 2758.88 * 2759.25 * 0.026926 * 3.28 * * 1000.00 * 2758.00 * 2759.42 * * 2759.67 * 0.022236 * 4.01 * * 2000.00 * 2758.00 * 2759.88 * * 2760.30 * 0.022359 * 5.16 * * 3000.00 * 2758.00 * 2760.35 * * 2760.75 * 0.022143 * 5.06 * * 5700.00 * 2758.00 * 2760.99 * 2760.75 * 2761.60 * 0.020149 * 6.27 * * * * * * * * * * 10.00 * 2758.00 * 2758.09 * 2758.09 * 2758.12 * 0.052766 * 1.32 * * 100.00 * 2758.00 * 2758.40 * 2758.34 * 2758.50 * 0.030204 * 2.49 * * 200.00 * 2758.00 * 2758.59 * 2758.51 * 2758.74 * 0.030236 * 3.10 * * 500.00 * 2758.00 * 2758.96 * 2758.88 * 2759.22 * 0.030209 * 4.07 * * 1000.00 * 2758.00 * 2759.34 * 2759.27 * 2759.65 * 0.030245 * 4.41 * * 2000.00 * 2758.00 * 2759.77 * 2759.71 * 2760.27 * 0.030212 * 5.69 * * 3000.00 * 2758.00 * 2760.24 * 2760.17 * 2760.72 * 0.030211 * 5.57 * * 5700.00 * 2758.00 * 2760.78 * 2760.75 * 2761.56 * 0.030239 * 7.11 * * * * * * * * * * 10.00 * 2758.00 * 2758.13 * * 2758.15 * 0.013286 * 0.85 * * 100.00 * 2758.00 * 2758.45 * * 2758.52 * 0.020000 * 2.16 * * 200.00 * 2758.00 * 2758.65 * * 2758.77 * 0.021119 * 2.73 * * * Reach #2 154.43 * * Reach #2 250.54 * * Reach #2 388.26 * * Reach #2 594.21 * * Reach #2 904.29 * * * * Reach #2 9.19 * * Reach #2 41.01 * * Reach #2 65.86 * * Reach #2 125.56 * * Reach #2 230.78 * * Reach #2 358.32 * * Reach #2 548.66 * * Reach #2 824.80 * * * * Reach #2 11.72 * * Reach #2 46.39 * * Reach #2 73.45 * * Reach #2 165.05 * * Reach #2 251.39 * * Reach #2 389.32 * * Reach #2 595.63 * * Reach #2 905.14 * * * * Reach #2 9.26 * * Reach #2 41.30 * * Reach-5 276.39 * * Reach-5 290.42 * * Reach-5 309.41 * * Reach-5 484.59 * * Reach-5 501.49 * * * * Reach-5 91.10 * * Reach-5 120.99 * * Reach-5 139.96 * * Reach-5 177.44 * * Reach-5 287.59 * * Reach-5 305.38 * * Reach-5 482.05 * * Reach-5 497.21 * * * * Reach-4 93.82 * * Reach-4 125.34 * * Reach-4 145.26 * * Reach-4 277.98 * * Reach-4 290.54 * * Reach-4 309.55 * * Reach-4 484.66 * * Reach-4 501.54 * * * * Reach-4 91.17 * * Reach-4 121.23 * * 205 0.76 * * 205 0.76 * * 205 0.81 * * 205 0.80 * * 205 0.84 * * * 500.00 * 2758.00 * 2759.09 * 2758.88 * 2759.25 * 0.025806 * 3.24 * * 1000.00 * 2758.00 * 2759.43 * * 2759.68 * 0.021978 * 3.99 * * 2000.00 * 2758.00 * 2759.89 * * 2760.30 * 0.022211 * 5.15 * * 3000.00 * 2758.00 * 2760.36 * * 2760.75 * 0.022000 * 5.05 * * 5800.00 * 2758.00 * 2760.98 * 2760.78 * 2761.62 * 0.021236 * 6.41 * * * * * * * * * * 200 0.60 * * 200 0.74 * * 200 0.78 * * 200 0.83 * * 200 0.85 * * 200 0.91 * * 200 0.90 * * 200 0.96 * * * * 205 0.43 * * 205 0.62 * * 205 0.67 * * 205 0.69 * * 205 0.75 * * 205 0.81 * * 205 0.80 * * 205 0.84 * * * * 200 0.60 * * 200 0.73 * * 10.00 * 2758.00 * 2758.11 * 2758.09 * 2758.13 * 0.028538 * 1.09 * * 100.00 * 2758.00 * 2758.41 * 2758.34 * 2758.50 * 0.028501 * 2.44 * * 200.00 * 2758.00 * 2758.60 * 2758.51 * 2758.74 * 0.028551 * 3.04 * * 500.00 * 2758.00 * 2758.97 * 2758.88 * 2759.22 * 0.028494 * 3.98 * * 1000.00 * 2758.00 * 2759.36 * 2759.27 * 2759.65 * 0.028525 * 4.33 * * 2000.00 * 2758.00 * 2759.79 * 2759.70 * 2760.27 * 0.028520 * 5.58 * * 3000.00 * 2758.00 * 2760.26 * 2760.17 * 2760.73 * 0.028499 * 5.47 * * 5800.00 * 2758.00 * 2760.83 * 2760.78 * 2761.59 * 0.028529 * 7.03 * * * * * * * * * * 10.00 * 2758.00 * 2758.14 * * 2758.15 * 0.013205 * 0.85 * * 100.00 * 2758.00 * 2758.45 * * 2758.52 * 0.019807 * 2.16 * * 200.00 * 2758.00 * 2758.65 * * 2758.77 * 0.020857 * 2.72 * * 500.00 * 2758.00 * 2759.13 * * 2759.27 * 0.020831 * 3.03 * * 1000.00 * 2758.00 * 2759.43 * * 2759.68 * 0.021743 * 3.98 * * 2000.00 * 2758.00 * 2759.89 * * 2760.30 * 0.022024 * 5.14 * * 3000.00 * 2758.00 * 2760.36 * * 2760.75 * 0.021831 * 5.04 * * 5800.00 * 2758.00 * 2760.99 * 2760.78 * 2761.62 * 0.021172 * 6.41 * * * * * * * * * * 10.00 * 2758.00 * 2758.11 * 2758.09 * 2758.13 * 0.027887 * 1.08 * * 100.00 * 2758.00 * 2758.41 * 2758.34 * 2758.50 * 0.027901 * 2.42 * * * Reach #2 * Reach-4 66.37 * 140.32 * * Reach #2 * Reach-4 150.72 * 275.84 * * Reach #2 * Reach-4 232.32 * 287.81 * * Reach #2 * Reach-4 360.78 * 305.71 * * Reach #2 * Reach-4 551.96 * 482.24 * * Reach #2 * Reach-4 830.26 * 497.51 * * * * * * Reach #2 * Reach-3 11.72 * 93.82 * * Reach #2 * Reach-3 46.54 * 125.46 * * Reach #2 * Reach-3 73.66 * 145.41 * * Reach #2 * Reach-3 165.46 * 278.04 * * Reach #2 * Reach-3 251.95 * 290.62 * * Reach #2 * Reach-3 390.08 * 309.65 * * Reach #2 * Reach-3 596.58 * 484.72 * * Reach #2 * Reach-3 902.94 * 501.42 * * * * * * Reach #2 * Reach-3 9.30 * 91.22 * * Reach #2 * Reach-3 41.51 * 121.40 * * Reach #2 * Reach-3 66.68 * 140.54 * * Reach #2 * Reach-3 151.40 * 275.94 * * Reach #2 * Reach-3 233.38 * 287.96 * * Reach #2 * Reach-3 362.42 * 305.93 * * Reach #2 * Reach-3 554.43 * 482.37 * * Reach #2 * Reach-3 834.03 * 497.71 * * * * * * Reach #18 * Reach-2 6.20 * 23.78 * * 200 0.77 * * 200 0.79 * * 200 0.84 * * 200 0.90 * * 200 0.90 * * 200 0.95 * * * * 205 0.43 * * 205 0.62 * * 205 0.67 * * 205 0.69 * * 205 0.75 * * 205 0.81 * * 205 0.80 * * 205 0.84 * * * * 200 0.59 * * 200 0.73 * * 200 0.77 * * 200 0.79 * * 200 0.84 * * 200 0.89 * * 200 0.89 * * 200 0.95 * * * * 1805 0.56 * * 200.00 * 2758.00 * 2758.60 * 2758.51 * 2758.74 * 0.027919 * 3.01 * * 500.00 * 2758.00 * 2759.08 * 2758.88 * 2759.25 * 0.027908 * 3.32 * * 1000.00 * 2758.00 * 2759.36 * 2759.27 * 2759.65 * 0.027927 * 4.30 * * 2000.00 * 2758.00 * 2759.80 * 2759.70 * 2760.27 * 0.027918 * 5.54 * * 3000.00 * 2758.00 * 2760.27 * 2760.17 * 2760.73 * 0.027950 * 5.44 * * 5800.00 * 2758.00 * 2760.84 * 2760.78 * 2761.59 * 0.027930 * 6.99 * * * * * * * * * * 10.00 * 2758.00 * 2758.14 * * 2758.15 * 0.013205 * 0.85 * * 100.00 * 2758.00 * 2758.45 * * 2758.52 * 0.019616 * 2.15 * * 200.00 * 2758.00 * 2758.65 * * 2758.77 * 0.020685 * 2.72 * * 500.00 * 2758.00 * 2759.13 * * 2759.27 * 0.020667 * 3.02 * * 1000.00 * 2758.00 * 2759.43 * * 2759.68 * 0.021588 * 3.97 * * 2000.00 * 2758.00 * 2759.89 * * 2760.30 * 0.021891 * 5.13 * * 3000.00 * 2758.00 * 2760.36 * * 2760.75 * 0.021719 * 5.03 * * 5800.00 * 2758.00 * 2760.98 * * 2761.62 * 0.021338 * 6.42 * * * * * * * * * * 10.00 * 2758.00 * 2758.11 * 2758.09 * 2758.13 * 0.027464 * 1.07 * * 100.00 * 2758.00 * 2758.41 * 2758.34 * 2758.50 * 0.027491 * 2.41 * * 200.00 * 2758.00 * 2758.60 * 2758.52 * 2758.74 * 0.027548 * 3.00 * * 500.00 * 2758.00 * 2759.08 * 2758.87 * 2759.25 * 0.027510 * 3.30 * * 1000.00 * 2758.00 * 2759.37 * 2759.27 * 2759.65 * 0.027528 * 4.28 * * 2000.00 * 2758.00 * 2759.80 * 2759.71 * 2760.28 * 0.027525 * 5.52 * * 3000.00 * 2758.00 * 2760.27 * 2760.17 * 2760.73 * 0.027547 * 5.41 * * 5800.00 * 2758.00 * 2760.84 * 2760.78 * 2761.60 * 0.027527 * 6.95 * * * * * * * * * * 10.00 * 3378.00 * 3378.32 * * 3378.36 * 0.017739 * 1.61 * * Reach #18 * Reach-2 * 1805 29.65 * 43.24 * 0.72 * * Reach #18 * Reach-2 * 1805 47.25 * 49.79 * 0.77 * * Reach #18 * Reach-2 * 1805 123.60 * 137.98 * 0.75 * * Reach #18 * Reach-2 * 1805 195.00 * 155.37 * 0.81 * * Reach #18 * Reach-2 * 1805 313.09 * 175.61 * 0.84 * * Reach #18 * Reach-2 * 1805 615.34 * 218.26 * 0.85 * * Reach #18 * Reach-2 * 1805 1146.44 * 358.80 * 0.85 * * * * * * * * Reach #18 * Reach-2 * 1800 5.39 * 22.79 * 0.67 * * Reach #18 * Reach-2 * 1800 27.37 * 41.95 * 0.80 * * Reach #18 * Reach-2 * 1800 44.03 * 48.65 * 0.84 * * Reach #18 * Reach-2 * 1800 114.94 * 135.72 * 0.83 * * Reach #18 * Reach-2 * 1800 182.49 * 152.46 * 0.88 * * Reach #18 * Reach-2 * 1800 290.41 * 172.23 * 0.93 * * Reach #18 * Reach-2 * 1800 542.32 * 207.48 * 1.00 * * Reach #18 * Reach-2 * 1800 978.03 * 310.29 * 1.00 * * * * * * * * Reach #18 * Reach-52-53-52 * 1805 6.14 * 23.71 * 0.56 * * Reach #18 * Reach-52-53-52 * 1805 29.24 * 43.07 * 0.73 * * Reach #18 * Reach-52-53-52 * 1805 46.89 * 49.66 * 0.77 * * Reach #18 * Reach-52-53-52 * 1805 122.15 * 137.61 * 0.77 * * Reach #18 * Reach-52-53-52 * 1805 193.82 * 155.10 * 0.81 * * Reach #18 * Reach-52-53-52 * 1805 313.52 * 175.67 * 0.84 * * Reach #18 * Reach-52-53-52 * 1805 615.92 * 218.39 * 0.85 * * Reach #18 * Reach-52-53-52 * 1805 1146.44 * 358.80 * 0.85 * * * * * * * * 100.00 * 3378.00 * 3379.02 * * 3379.20 * 0.021379 * 3.37 * * 200.00 * 3378.00 * 3379.40 * * 3379.68 * 0.021849 * 4.23 * * 500.00 * 3378.00 * 3380.33 * * 3380.58 * 0.021516 * 4.05 * * 1000.00 * 3378.00 * 3380.81 * * 3381.22 * 0.022050 * 5.13 * * 2000.00 * 3378.00 * 3381.53 * * 3382.16 * 0.021429 * 6.39 * * 5000.00 * 3378.00 * 3383.07 * 3382.71 * 3384.09 * 0.018823 * 8.13 * * 9900.00 * 3378.00 * 3384.98 * 3384.48 * 3386.14 * 0.017975 * 8.64 * * * * * * * * * * 10.00 * 3378.00 * 3378.29 * 3378.23 * 3378.34 * 0.026785 * 1.86 * * 100.00 * 3378.00 * 3378.97 * 3378.85 * 3379.17 * 0.026809 * 3.65 * * 200.00 * 3378.00 * 3379.33 * 3379.22 * 3379.65 * 0.026807 * 4.54 * * 500.00 * 3378.00 * 3380.26 * 3380.16 * 3380.56 * 0.026809 * 4.35 * * 1000.00 * 3378.00 * 3380.73 * 3380.63 * 3381.20 * 0.026823 * 5.48 * * 2000.00 * 3378.00 * 3381.40 * 3381.30 * 3382.13 * 0.026826 * 6.89 * * 5000.00 * 3378.00 * 3382.72 * 3382.71 * 3384.04 * 0.026805 * 9.22 * * 9900.00 * 3378.00 * 3384.48 * 3384.48 * 3386.07 * 0.025158 * 10.12 * * * * * * * * * * 10.00 * 3378.00 * 3378.32 * * 3378.36 * 0.018232 * 1.63 * * 100.00 * 3378.00 * 3379.01 * * 3379.19 * 0.022283 * 3.42 * * 200.00 * 3378.00 * 3379.39 * * 3379.67 * 0.022344 * 4.27 * * 500.00 * 3378.00 * 3380.32 * * 3380.58 * 0.022296 * 4.09 * * 1000.00 * 3378.00 * 3380.81 * * 3381.22 * 0.022447 * 5.16 * * 2000.00 * 3378.00 * 3381.53 * 3381.30 * 3382.16 * 0.021342 * 6.38 * * 5000.00 * 3378.00 * 3383.07 * 3382.71 * 3384.09 * 0.018778 * 8.12 * * 9900.00 * 3378.00 * 3384.98 * 3384.48 * 3386.14 * 0.017975 * 8.64 * * * * * * * * * * Reach #18 * Reach-52-53-52 * 1800 5.27 * 22.66 * 0.69 * * Reach #18 * Reach-52-53-52 * 1800 26.77 * 41.54 * 0.82 * * Reach #18 * Reach-52-53-52 * 1800 43.11 * 48.32 * 0.87 * * Reach #18 * Reach-52-53-52 * 1800 112.63 * 135.11 * 0.86 * * Reach #18 * Reach-52-53-52 * 1800 178.74 * 151.58 * 0.91 * * Reach #18 * Reach-52-53-52 * 1800 284.54 * 171.34 * 0.96 * * Reach #18 * Reach-52-53-52 * 1800 538.93 * 207.04 * 1.01 * * Reach #18 * Reach-52-53-52 * 1800 978.03 * 310.29 * 1.00 * * * * * * * * Reach #18 * Reach-52-53-53 * 1805 6.16 * 23.73 * 0.56 * * Reach #18 * Reach-52-53-53 * 1805 29.38 * 43.13 * 0.73 * * Reach #18 * Reach-52-53-53 * 1805 46.86 * 49.65 * 0.77 * * Reach #18 * Reach-52-53-53 * 1805 122.62 * 137.73 * 0.76 * * Reach #18 * Reach-52-53-53 * 1805 194.39 * 155.23 * 0.81 * * Reach #18 * Reach-52-53-53 * 1805 312.91 * 175.59 * 0.84 * * Reach #18 * Reach-52-53-53 * 1805 615.87 * 218.38 * 0.85 * * Reach #18 * Reach-52-53-53 * 1805 1146.44 * 358.80 * 0.85 * * * * * * * * Reach #18 * Reach-52-53-53 * 1800 5.30 * 22.69 * 0.69 * * Reach #18 * Reach-52-53-53 * 1800 26.94 * 41.66 * 0.81 * * Reach #18 * Reach-52-53-53 * 1800 43.37 * 48.42 * 0.86 * * Reach #18 * Reach-52-53-53 * 1800 113.29 * 135.29 * 0.85 * * Reach #18 * Reach-52-53-53 * 1800 179.81 * 151.83 * 0.90 * * Reach #18 * Reach-52-53-53 * 1800 286.22 * 171.60 * 0.95 * * Reach #18 * Reach-52-53-53 * 1800 538.88 * 207.03 * 1.01 * * Reach #18 * Reach-52-53-53 * 1800 978.03 * 310.29 * 1.00 * * 10.00 * 3378.00 * 3378.28 * 3378.23 * 3378.34 * 0.028478 * 1.90 * * 100.00 * 3378.00 * 3378.95 * 3378.85 * 3379.17 * 0.028497 * 3.74 * * 200.00 * 3378.00 * 3379.31 * 3379.22 * 3379.65 * 0.028509 * 4.64 * * 500.00 * 3378.00 * 3380.25 * 3380.16 * 3380.55 * 0.028518 * 4.44 * * 1000.00 * 3378.00 * 3380.71 * 3380.63 * 3381.19 * 0.028523 * 5.59 * * 2000.00 * 3378.00 * 3381.36 * 3381.30 * 3382.13 * 0.028519 * 7.03 * * 5000.00 * 3378.00 * 3382.71 * 3382.71 * 3384.04 * 0.027294 * 9.28 * * 9900.00 * 3378.00 * 3384.48 * 3384.48 * 3386.07 * 0.025158 * 10.12 * * * * * * * * * * 10.00 * 3378.00 * 3378.32 * * 3378.36 * 0.018082 * 1.62 * * 100.00 * 3378.00 * 3379.01 * * 3379.19 * 0.021976 * 3.40 * * 200.00 * 3378.00 * 3379.39 * * 3379.67 * 0.022377 * 4.27 * * 500.00 * 3378.00 * 3380.32 * * 3380.58 * 0.022038 * 4.08 * * 1000.00 * 3378.00 * 3380.81 * * 3381.22 * 0.022254 * 5.14 * * 2000.00 * 3378.00 * 3381.52 * 3381.30 * 3382.16 * 0.021464 * 6.39 * * 5000.00 * 3378.00 * 3383.07 * 3382.71 * 3384.09 * 0.018782 * 8.12 * * 9900.00 * 3378.00 * 3384.98 * 3384.48 * 3386.14 * 0.017975 * 8.64 * * * * * * * * * * 10.00 * 3378.00 * 3378.28 * 3378.23 * 3378.34 * 0.028042 * 1.89 * * 100.00 * 3378.00 * 3378.96 * 3378.85 * 3379.17 * 0.027998 * 3.71 * * 200.00 * 3378.00 * 3379.32 * 3379.22 * 3379.65 * 0.028016 * 4.61 * * 500.00 * 3378.00 * 3380.25 * 3380.16 * 3380.55 * 0.028016 * 4.41 * * 1000.00 * 3378.00 * 3380.72 * 3380.63 * 3381.20 * 0.028021 * 5.56 * * 2000.00 * 3378.00 * 3381.37 * 3381.30 * 3382.13 * 0.028022 * 6.99 * * 5000.00 * 3378.00 * 3382.71 * 3382.71 * 3384.04 * 0.027301 * 9.28 * * 9900.00 * 3378.00 * 3384.48 * 3384.48 * 3386.07 * 0.025158 * 10.12 * * * * * * Reach #18 * Reach-53A 6.04 * 23.59 * * Reach #18 * Reach-53A 28.78 * 42.88 * * Reach #18 * Reach-53A 46.33 * 49.47 * * Reach #18 * Reach-53A 121.34 * 137.40 * * Reach #18 * Reach-53A 194.20 * 155.18 * * Reach #18 * Reach-53A 321.00 * 176.78 * * Reach #18 * Reach-53A 615.87 * 218.38 * * Reach #18 * Reach-53A 1146.44 * 358.80 * * * * * * Reach #18 * Reach-53A 5.04 * 22.36 * * Reach #18 * Reach-53A 25.49 * 40.66 * * Reach #18 * Reach-53A 41.16 * 47.62 * * Reach #18 * Reach-53A 107.77 * 133.82 * * Reach #18 * Reach-53A 170.83 * 149.71 * * Reach #18 * Reach-53A 273.34 * 169.64 * * Reach #18 * Reach-53A 539.13 * 207.06 * * Reach #18 * Reach-53A 978.03 * 310.29 * * * * * * Reach #18 * Reach-59 5.98 * 23.52 * * Reach #18 * Reach-59 29.04 * 42.99 * * Reach #18 * Reach-59 46.99 * 49.69 * * Reach #18 * Reach-59 122.25 * 137.63 * * Reach #18 * Reach-59 195.45 * 155.47 * * Reach #18 * Reach-59 321.00 * 176.78 * * Reach #18 * Reach-59 615.92 * 218.39 * * * * * * * * * * * 1805 0.58 * * 1805 0.75 * * 1805 0.79 * * 1805 0.77 * * 1805 0.81 * * 1805 0.81 * * 1805 0.85 * * 1805 0.85 * * * * 1800 0.74 * * 1800 0.87 * * 1800 0.92 * * 1800 0.91 * * 1800 0.97 * * 1800 1.02 * * 1800 1.01 * * 1800 1.00 * * * * 1805 0.58 * * 1805 0.74 * * 1805 0.77 * * 1805 0.76 * * 1805 0.80 * * 1805 0.81 * * 1805 0.85 * * 10.00 * 3378.00 * 3378.32 * * 3378.36 * 0.019111 * 1.65 * * 100.00 * 3378.00 * 3379.00 * * 3379.19 * 0.023359 * 3.47 * * 200.00 * 3378.00 * 3379.38 * * 3379.67 * 0.023129 * 4.32 * * 500.00 * 3378.00 * 3380.31 * * 3380.58 * 0.022747 * 4.12 * * 1000.00 * 3378.00 * 3380.81 * 3380.63 * 3381.22 * 0.022318 * 5.15 * * 2000.00 * 3378.00 * 3381.57 * 3381.30 * 3382.17 * 0.019892 * 6.23 * * 5000.00 * 3378.00 * 3383.07 * 3382.71 * 3384.09 * 0.018782 * 8.12 * * 9900.00 * 3378.00 * 3384.98 * 3384.48 * 3386.14 * 0.017975 * 8.64 * * * * * * * * * * 10.00 * 3378.00 * 3378.27 * 3378.23 * 3378.33 * 0.032600 * 1.98 * * 100.00 * 3378.00 * 3378.92 * 3378.85 * 3379.16 * 0.032624 * 3.92 * * 200.00 * 3378.00 * 3379.27 * 3379.22 * 3379.64 * 0.032606 * 4.86 * * 500.00 * 3378.00 * 3380.21 * 3380.16 * 3380.55 * 0.032614 * 4.64 * * 1000.00 * 3378.00 * 3380.66 * 3380.63 * 3381.19 * 0.032621 * 5.85 * * 2000.00 * 3378.00 * 3381.30 * 3381.30 * 3382.13 * 0.032171 * 7.32 * * 5000.00 * 3378.00 * 3382.71 * 3382.71 * 3384.04 * 0.027264 * 9.27 * * 9900.00 * 3378.00 * 3384.48 * 3384.48 * 3386.07 * 0.025158 * 10.12 * * * * * * * * * * 10.00 * 3378.00 * 3378.31 * * 3378.36 * 0.019709 * 1.67 * * 100.00 * 3378.00 * 3379.01 * 3378.85 * 3379.19 * 0.022741 * 3.44 * * 200.00 * 3378.00 * 3379.39 * 3379.22 * 3379.67 * 0.022210 * 4.26 * * 500.00 * 3378.00 * 3380.32 * 3380.16 * 3380.58 * 0.022240 * 4.09 * * 1000.00 * 3378.00 * 3380.82 * 3380.63 * 3381.22 * 0.021899 * 5.12 * * 2000.00 * 3378.00 * 3381.57 * 3381.30 * 3382.17 * 0.019892 * 6.23 * * 5000.00 * 3378.00 * 3383.07 * 3382.71 * 3384.09 * 0.018778 * 8.12 * * * Reach #18 * Reach-59 1146.44 * 358.80 * * * * * * Reach #18 * Reach-59 4.52 * 21.69 * * Reach #18 * Reach-59 22.81 * 38.76 * * Reach #18 * Reach-59 38.50 * 46.64 * * Reach #18 * Reach-59 100.70 * 131.92 * * Reach #18 * Reach-59 166.53 * 148.68 * * Reach #18 * Reach-59 273.34 * 169.64 * * Reach #18 * Reach-59 538.93 * 207.04 * * Reach #18 * Reach-59 978.03 * 310.29 * * * * * * Reach #18 * Reach-59A 6.05 * 23.61 * * Reach #18 * Reach-59A 29.01 * 42.98 * * Reach #18 * Reach-59A 46.95 * 49.68 * * Reach #18 * Reach-59A 122.12 * 137.60 * * Reach #18 * Reach-59A 195.42 * 155.46 * * Reach #18 * Reach-59A 321.00 * 176.78 * * Reach #18 * Reach-59A 615.87 * 218.38 * * Reach #18 * Reach-59A 1146.44 * 358.80 * * * * * * Reach #18 * Reach-59A 4.04 * 21.07 * * Reach #18 * Reach-59A 22.81 * 38.76 * * Reach #18 * Reach-59A 38.50 * 46.64 * * Reach #18 * Reach-59A 100.89 * 131.97 * * Reach #18 * Reach-59A 166.39 * 148.64 * * Reach #18 * Reach-59A 273.34 * 169.64 * * 1805 0.85 * * * 9900.00 * 3378.00 * 3384.98 * 3384.48 * 3386.14 * 0.017975 * 8.64 * * * * * * * * * * 1800 0.86 * * 1800 1.01 * * 1800 1.01 * * 1800 1.00 * * 1800 1.00 * * 1800 1.02 * * 1800 1.01 * * 1800 1.00 * * * * 1805 0.57 * * 1805 0.74 * * 1805 0.77 * * 1805 0.77 * * 1805 0.80 * * 1805 0.81 * * 1805 0.85 * * 1805 0.85 * * * * 1800 1.00 * * 1800 1.01 * * 1800 1.01 * * 1800 1.00 * * 1800 1.00 * * 1800 1.02 * * 10.00 * 3378.00 * 3378.25 * 3378.23 * 3378.32 * 0.045063 * 2.21 * * 100.00 * 3378.00 * 3378.85 * 3378.85 * 3379.15 * 0.044295 * 4.38 * * 200.00 * 3378.00 * 3379.22 * 3379.22 * 3379.64 * 0.039653 * 5.20 * * 500.00 * 3378.00 * 3380.16 * 3380.16 * 3380.54 * 0.040121 * 4.97 * * 1000.00 * 3378.00 * 3380.63 * 3380.63 * 3381.19 * 0.035188 * 6.00 * * 2000.00 * 3378.00 * 3381.30 * 3381.30 * 3382.13 * 0.032171 * 7.32 * * 5000.00 * 3378.00 * 3382.71 * 3382.71 * 3384.04 * 0.027294 * 9.28 * * 9900.00 * 3378.00 * 3384.48 * 3384.48 * 3386.07 * 0.025158 * 10.12 * * * * * * * * * * 10.00 * 3378.00 * 3378.32 * * 3378.36 * 0.019005 * 1.65 * * 100.00 * 3378.00 * 3379.01 * 3378.85 * 3379.19 * 0.022814 * 3.45 * * 200.00 * 3378.00 * 3379.39 * 3379.22 * 3379.67 * 0.022260 * 4.26 * * 500.00 * 3378.00 * 3380.32 * 3380.16 * 3380.58 * 0.022314 * 4.09 * * 1000.00 * 3378.00 * 3380.82 * 3380.63 * 3381.22 * 0.021912 * 5.12 * * 2000.00 * 3378.00 * 3381.57 * 3381.30 * 3382.17 * 0.019892 * 6.23 * * 5000.00 * 3378.00 * 3383.07 * 3382.71 * 3384.09 * 0.018782 * 8.12 * * 9900.00 * 3378.00 * 3384.98 * 3384.48 * 3386.14 * 0.017975 * 8.64 * * * * * * * * * * 10.00 * 3378.00 * 3378.23 * 3378.23 * 3378.32 * 0.062754 * 2.47 * * 100.00 * 3378.00 * 3378.85 * 3378.85 * 3379.15 * 0.044295 * 4.38 * * 200.00 * 3378.00 * 3379.22 * 3379.22 * 3379.64 * 0.039653 * 5.20 * * 500.00 * 3378.00 * 3380.16 * 3380.16 * 3380.54 * 0.039887 * 4.96 * * 1000.00 * 3378.00 * 3380.63 * 3380.63 * 3381.19 * 0.035279 * 6.01 * * 2000.00 * 3378.00 * 3381.30 * 3381.30 * 3382.13 * 0.032171 * 7.32 * * * Reach #18 * Reach-59A 538.88 * 207.03 * * Reach #18 * Reach-59A 978.03 * 310.29 * * * * * * Reach #18 * Reach-60 6.16 * 23.73 * * Reach #18 * Reach-60 29.23 * 43.07 * * Reach #18 * Reach-60 46.66 * 49.58 * * Reach #18 * Reach-60 122.12 * 137.60 * * Reach #18 * Reach-60 193.86 * 155.10 * * Reach #18 * Reach-60 317.68 * 176.29 * * Reach #18 * Reach-60 613.26 * 217.79 * * Reach #18 * Reach-60 1147.50 * 359.08 * * * * * * Reach #18 * Reach-60 5.22 * 22.59 * * Reach #18 * Reach-60 26.47 * 41.33 * * Reach #18 * Reach-60 42.65 * 48.16 * * Reach #18 * Reach-60 111.44 * 134.80 * * Reach #18 * Reach-60 176.89 * 151.15 * * Reach #18 * Reach-60 281.62 * 170.90 * * Reach #18 * Reach-60 539.43 * 207.10 * * Reach #18 * Reach-60 978.41 * 310.40 * * * * * * Reach #18 * Reach-61 9.25 * 27.16 * * Reach #18 * Reach-61 46.36 * 49.47 * * Reach #18 * Reach-61 75.14 * 58.69 * * Reach #18 * Reach-61 191.63 * 154.59 * * Reach #18 * Reach-61 304.54 * 174.34 * * 1800 1.01 * * 1800 1.00 * * * 5000.00 * 3378.00 * 3382.71 * 3382.71 * 3384.04 * 0.027301 * 9.28 * * 9900.00 * 3378.00 * 3384.48 * 3384.48 * 3386.07 * 0.025158 * 10.12 * * * * * * * * * * 1805 0.56 * * 1805 0.73 * * 1805 0.78 * * 1805 0.77 * * 1805 0.81 * * 1805 0.83 * * 1805 0.86 * * 1805 0.85 * * * * 1800 0.70 * * 1800 0.83 * * 1800 0.88 * * 1800 0.87 * * 1800 0.92 * * 1800 0.97 * * 1800 1.01 * * 1800 1.00 * * * * 1805 0.33 * * 1805 0.39 * * 1805 0.41 * * 1805 0.41 * * 1805 0.44 * * 10.00 * 3378.00 * 3378.32 * * 3378.36 * 0.018082 * 1.62 * * 100.00 * 3378.00 * 3379.01 * * 3379.19 * 0.022307 * 3.42 * * 200.00 * 3378.00 * 3379.39 * * 3379.67 * 0.022664 * 4.29 * * 500.00 * 3378.00 * 3380.32 * * 3380.58 * 0.022314 * 4.09 * * 1000.00 * 3378.00 * 3380.81 * * 3381.22 * 0.022434 * 5.16 * * 2000.00 * 3378.00 * 3381.55 * 3381.30 * 3382.17 * 0.020518 * 6.30 * * 5000.00 * 3378.00 * 3383.06 * 3382.71 * 3384.09 * 0.018981 * 8.15 * * 9900.00 * 3378.00 * 3384.99 * 3384.48 * 3386.14 * 0.017939 * 8.63 * * * * * * * * * * 10.00 * 3378.00 * 3378.28 * 3378.23 * 3378.34 * 0.029375 * 1.92 * * 100.00 * 3378.00 * 3378.95 * 3378.85 * 3379.17 * 0.029405 * 3.78 * * 200.00 * 3378.00 * 3379.30 * 3379.22 * 3379.65 * 0.029411 * 4.69 * * 500.00 * 3378.00 * 3380.24 * 3380.16 * 3380.55 * 0.029451 * 4.49 * * 1000.00 * 3378.00 * 3380.70 * 3380.63 * 3381.19 * 0.029415 * 5.65 * * 2000.00 * 3378.00 * 3381.34 * 3381.29 * 3382.13 * 0.029417 * 7.10 * * 5000.00 * 3378.00 * 3382.71 * 3382.71 * 3384.04 * 0.027220 * 9.27 * * 9900.00 * 3378.00 * 3384.48 * 3384.48 * 3386.07 * 0.025138 * 10.12 * * * * * * * * * * 10.00 * 3378.00 * 3378.44 * * 3378.46 * 0.005576 * 1.08 * * 100.00 * 3378.00 * 3379.38 * * 3379.45 * 0.005774 * 2.16 * * 200.00 * 3378.00 * 3379.91 * * 3380.02 * 0.005801 * 2.66 * * 500.00 * 3378.00 * 3380.79 * * 3380.90 * 0.005803 * 2.61 * * 1000.00 * 3378.00 * 3381.48 * * 3381.64 * 0.005818 * 3.28 * * * Reach #18 * Reach-61 487.18 * 200.16 * * Reach #18 * Reach-61 819.14 * 260.13 * * Reach #18 * Reach-61 1146.01 * 358.68 * * * * * * Reach #18 * Reach-61 9.07 * 26.97 * * Reach #18 * Reach-61 45.98 * 49.34 * * Reach #18 * Reach-61 74.68 * 58.55 * * Reach #18 * Reach-61 190.50 * 154.33 * * Reach #18 * Reach-61 303.10 * 174.13 * * Reach #18 * Reach-61 485.47 * 199.93 * * Reach #18 * Reach-61 816.80 * 259.69 * * Reach #18 * Reach-61 1142.42 * 357.71 * * * * * * Reach #17 * Reach-12A 11.83 * 97.76 * * Reach #17 * Reach-12A 41.73 * 100.89 * * Reach #17 * Reach-12A 62.64 * 103.03 * * Reach #17 * Reach-12A 130.96 * 165.49 * * Reach #17 * Reach-12A 205.03 * 175.98 * * Reach #17 * Reach-12A 372.08 * 267.45 * * Reach #17 * Reach-12A 675.10 * 407.30 * * Reach #17 * Reach-12A 968.21 * 471.29 * * * * * * Reach #17 * Reach-12A 6.86 * 97.23 * * Reach #17 * Reach-12A 35.69 * 100.27 * * Reach #17 * Reach-12A 54.55 * 102.21 * * Reach #17 * Reach-12A 113.92 * 162.98 * * 1805 0.46 * * 1805 0.48 * * 1805 0.49 * * * 2000.00 * 3378.00 * 3382.45 * * 3382.71 * 0.005844 * 4.11 * * 4000.00 * 3378.00 * 3383.92 * * 3384.29 * 0.005864 * 4.88 * * 5650.00 * 3378.00 * 3384.98 * * 3385.36 * 0.005860 * 4.93 * * * * * * * * * * 10.00 * 3378.00 * 3378.44 * 3378.23 * 3378.45 * 0.005896 * 1.10 * * 100.00 * 3378.00 * 3379.37 * 3378.85 * 3379.45 * 0.005911 * 2.17 * * 200.00 * 3378.00 * 3379.91 * 3379.22 * 3380.02 * 0.005902 * 2.68 * * 500.00 * 3378.00 * 3380.79 * 3380.16 * 3380.89 * 0.005906 * 2.62 * * 1000.00 * 3378.00 * 3381.47 * 3380.62 * 3381.64 * 0.005902 * 3.30 * * 2000.00 * 3378.00 * 3382.44 * 3381.30 * 3382.71 * 0.005904 * 4.12 * * 4000.00 * 3378.00 * 3383.91 * 3382.32 * 3384.28 * 0.005907 * 4.90 * * 5650.00 * 3378.00 * 3384.97 * 3382.96 * 3385.35 * 0.005900 * 4.95 * * * * * * * * * * 10.00 * 3432.00 * 3432.12 * * 3432.13 * 0.013512 * 0.85 * * 100.00 * 3432.00 * 3432.42 * * 3432.51 * 0.021119 * 2.40 * * 200.00 * 3432.00 * 3432.63 * * 3432.79 * 0.022443 * 3.19 * * 500.00 * 3432.00 * 3433.18 * * 3433.41 * 0.022587 * 3.82 * * 1000.00 * 3432.00 * 3433.61 * 3433.43 * 3433.98 * 0.022016 * 4.88 * * 2000.00 * 3432.00 * 3434.37 * 3434.16 * 3434.82 * 0.021102 * 5.38 * * 4000.00 * 3432.00 * 3435.33 * 3435.06 * 3435.88 * 0.020293 * 5.93 * * 6550.00 * 3432.00 * 3436.00 * 3435.72 * 3436.71 * 0.019867 * 6.77 * * * * * * * * * * 10.00 * 3432.00 * 3432.07 * 3432.07 * 3432.10 * 0.082634 * 1.46 * * 100.00 * 3432.00 * 3432.36 * 3432.32 * 3432.49 * 0.035267 * 2.80 * * 200.00 * 3432.00 * 3432.55 * 3432.50 * 3432.76 * 0.035205 * 3.67 * * 500.00 * 3432.00 * 3433.08 * 3433.03 * 3433.38 * 0.035219 * 4.39 * * * 1800 0.33 * * 1800 0.40 * * 1800 0.42 * * 1800 0.42 * * 1800 0.44 * * 1800 0.47 * * 1800 0.49 * * 1800 0.49 * * * * 1705 0.43 * * 1705 0.66 * * 1705 0.72 * * 1705 0.76 * * 1705 0.80 * * 1705 0.80 * * 1705 0.81 * * 1705 0.83 * * * * 1700 0.97 * * 1700 0.83 * * 1700 0.88 * * 1700 0.93 * * Reach #17 * Reach-12A * 1700 176.49 * 172.01 * 0.99 * * Reach #17 * Reach-12A * 1700 316.83 * 262.61 * 1.01 * * Reach #17 * Reach-12A * 1700 568.62 * 381.41 * 1.02 * * Reach #17 * Reach-12A * 1700 838.59 * 444.13 * 1.00 * * * * * * * * Reach #17 * Reach-11-12-12 * 1705 11.86 * 97.76 * 0.43 * * Reach #17 * Reach-11-12-12 * 1705 42.13 * 100.93 * 0.65 * * Reach #17 * Reach-11-12-12 * 1705 62.69 * 103.03 * 0.72 * * Reach #17 * Reach-11-12-12 * 1705 130.76 * 165.46 * 0.76 * * Reach #17 * Reach-11-12-12 * 1705 205.68 * 176.07 * 0.79 * * Reach #17 * Reach-11-12-12 * 1705 372.15 * 267.45 * 0.80 * * Reach #17 * Reach-11-12-12 * 1705 674.70 * 407.21 * 0.81 * * Reach #17 * Reach-11-12-12 * 1705 968.21 * 471.29 * 0.83 * * * * * * * * Reach #17 * Reach-11-12-12 * 1700 8.59 * 97.41 * 0.69 * * Reach #17 * Reach-11-12-12 * 1700 34.59 * 100.15 * 0.87 * * Reach #17 * Reach-11-12-12 * 1700 52.80 * 102.03 * 0.93 * * Reach #17 * Reach-11-12-12 * 1700 110.23 * 162.43 * 0.97 * * Reach #17 * Reach-11-12-12 * 1700 173.64 * 171.61 * 1.01 * * Reach #17 * Reach-11-12-12 * 1700 316.76 * 262.60 * 1.01 * * Reach #17 * Reach-11-12-12 * 1700 569.18 * 381.55 * 1.01 * * Reach #17 * Reach-11-12-12 * 1700 838.59 * 444.13 * 1.00 * * * * * * * * Reach #17 * Reach-11-12-11 * 1705 11.83 * 97.76 * 0.43 * * Reach #17 * Reach-11-12-11 * 1705 42.18 * 100.94 * 0.65 * * Reach #17 * Reach-11-12-11 * 1705 62.99 * 103.06 * 0.72 * * 1000.00 * 3432.00 * 3433.45 * 3433.43 * 3433.95 * 0.035197 * 5.67 * * 2000.00 * 3432.00 * 3434.16 * 3434.16 * 3434.78 * 0.035193 * 6.31 * * 4000.00 * 3432.00 * 3435.06 * 3435.06 * 3435.83 * 0.032949 * 7.03 * * 6550.00 * 3432.00 * 3435.72 * 3435.72 * 3436.66 * 0.029639 * 7.81 * * * * * * * * * * 10.00 * 3432.00 * 3432.12 * * 3432.13 * 0.013422 * 0.84 * * 100.00 * 3432.00 * 3432.43 * * 3432.51 * 0.020479 * 2.37 * * 200.00 * 3432.00 * 3432.63 * * 3432.79 * 0.022385 * 3.19 * * 500.00 * 3432.00 * 3433.18 * * 3433.41 * 0.022698 * 3.82 * * 1000.00 * 3432.00 * 3433.62 * 3433.43 * 3433.98 * 0.021801 * 4.86 * * 2000.00 * 3432.00 * 3434.37 * 3434.16 * 3434.82 * 0.021091 * 5.37 * * 4000.00 * 3432.00 * 3435.33 * 3435.06 * 3435.88 * 0.020327 * 5.93 * * 6550.00 * 3432.00 * 3436.00 * 3435.72 * 3436.71 * 0.019867 * 6.77 * * * * * * * * * * 10.00 * 3432.00 * 3432.09 * 3432.07 * 3432.11 * 0.039072 * 1.16 * * 100.00 * 3432.00 * 3432.35 * 3432.32 * 3432.48 * 0.039089 * 2.89 * * 200.00 * 3432.00 * 3432.53 * 3432.50 * 3432.76 * 0.039143 * 3.79 * * 500.00 * 3432.00 * 3433.05 * 3433.03 * 3433.37 * 0.039133 * 4.54 * * 1000.00 * 3432.00 * 3433.43 * 3433.43 * 3433.95 * 0.037046 * 5.76 * * 2000.00 * 3432.00 * 3434.16 * 3434.16 * 3434.78 * 0.035216 * 6.31 * * 4000.00 * 3432.00 * 3435.06 * 3435.06 * 3435.83 * 0.032858 * 7.03 * * 6550.00 * 3432.00 * 3435.72 * 3435.72 * 3436.66 * 0.029639 * 7.81 * * * * * * * * * * 10.00 * 3432.00 * 3432.12 * * 3432.13 * 0.013512 * 0.85 * * 100.00 * 3432.00 * 3432.43 * * 3432.52 * 0.020400 * 2.37 * * 200.00 * 3432.00 * 3432.63 * * 3432.79 * 0.022038 * 3.17 * * Reach #17 * Reach-11-12-11 * 1705 131.85 * 165.62 * 0.75 * * Reach #17 * Reach-11-12-11 * 1705 206.54 * 176.18 * 0.79 * * Reach #17 * Reach-11-12-11 * 1705 372.02 * 267.44 * 0.80 * * Reach #17 * Reach-11-12-11 * 1705 674.50 * 407.16 * 0.81 * * Reach #17 * Reach-11-12-11 * 1705 968.21 * 471.29 * 0.83 * * * * * * * * Reach #17 * Reach-11-12-11 * 1700 6.86 * 97.23 * 0.97 * * Reach #17 * Reach-11-12-11 * 1700 33.73 * 100.06 * 0.90 * * Reach #17 * Reach-11-12-11 * 1700 51.51 * 101.90 * 0.96 * * Reach #17 * Reach-11-12-11 * 1700 107.49 * 162.03 * 1.01 * * Reach #17 * Reach-11-12-11 * 1700 173.30 * 171.56 * 1.01 * * Reach #17 * Reach-11-12-11 * 1700 316.76 * 262.60 * 1.01 * * Reach #17 * Reach-11-12-11 * 1700 569.55 * 381.64 * 1.01 * * Reach #17 * Reach-11-12-11 * 1700 838.59 * 444.13 * 1.00 * * * * * * * * Reach #17 * Reach-11-12A * 1705 11.90 * 97.77 * 0.42 * * Reach #17 * Reach-11-12A * 1705 42.15 * 100.94 * 0.65 * * Reach #17 * Reach-11-12A * 1705 63.32 * 103.10 * 0.71 * * Reach #17 * Reach-11-12A * 1705 131.45 * 165.56 * 0.75 * * Reach #17 * Reach-11-12A * 1705 203.49 * 175.76 * 0.80 * * Reach #17 * Reach-11-12A * 1705 367.06 * 267.01 * 0.82 * * Reach #17 * Reach-11-12A * 1705 687.27 * 410.16 * 0.79 * * Reach #17 * Reach-11-12A * 1705 968.21 * 471.29 * 0.83 * * * * * * * * Reach #17 * Reach-11-12A * 1700 9.28 * 97.49 * 0.62 * * Reach #17 * Reach-11-12A * 1700 37.41 * 100.44 * 0.77 * * 500.00 * 3432.00 * 3433.19 * 3433.03 * 3433.41 * 0.022106 * 3.79 * * 1000.00 * 3432.00 * 3433.62 * 3433.43 * 3433.99 * 0.021519 * 4.84 * * 2000.00 * 3432.00 * 3434.37 * 3434.16 * 3434.82 * 0.021114 * 5.38 * * 4000.00 * 3432.00 * 3435.33 * 3435.06 * 3435.88 * 0.020344 * 5.93 * * 6550.00 * 3432.00 * 3436.00 * 3435.72 * 3436.71 * 0.019867 * 6.77 * * * * * * * * * * 10.00 * 3432.00 * 3432.07 * 3432.07 * 3432.10 * 0.082634 * 1.46 * * 100.00 * 3432.00 * 3432.34 * 3432.32 * 3432.48 * 0.042440 * 2.96 * * 200.00 * 3432.00 * 3432.52 * 3432.50 * 3432.75 * 0.042444 * 3.88 * * 500.00 * 3432.00 * 3433.04 * 3433.03 * 3433.37 * 0.042406 * 4.65 * * 1000.00 * 3432.00 * 3433.43 * 3433.43 * 3433.95 * 0.037272 * 5.77 * * 2000.00 * 3432.00 * 3434.16 * 3434.16 * 3434.78 * 0.035216 * 6.31 * * 4000.00 * 3432.00 * 3435.06 * 3435.06 * 3435.83 * 0.032797 * 7.02 * * 6550.00 * 3432.00 * 3435.72 * 3435.72 * 3436.66 * 0.029639 * 7.81 * * * * * * * * * * 10.00 * 3432.00 * 3432.12 * * 3432.13 * 0.013245 * 0.84 * * 100.00 * 3432.00 * 3432.43 * * 3432.51 * 0.020439 * 2.37 * * 200.00 * 3432.00 * 3432.64 * * 3432.79 * 0.021670 * 3.16 * * 500.00 * 3432.00 * 3433.18 * * 3433.41 * 0.022323 * 3.80 * * 1000.00 * 3432.00 * 3433.60 * * 3433.98 * 0.022542 * 4.91 * * 2000.00 * 3432.00 * 3434.35 * * 3434.81 * 0.022032 * 5.45 * * 4000.00 * 3432.00 * 3435.36 * 3435.06 * 3435.89 * 0.019299 * 5.82 * * 6550.00 * 3432.00 * 3436.00 * 3435.72 * 3436.71 * 0.019867 * 6.77 * * * * * * * * * * 10.00 * 3432.00 * 3432.10 * 3432.07 * 3432.11 * 0.030234 * 1.08 * * 100.00 * 3432.00 * 3432.38 * 3432.32 * 3432.49 * 0.030232 * 2.67 * * Reach #17 * Reach-11-12A * 1700 57.17 * 102.47 * 0.83 * * Reach #17 * Reach-11-12A * 1700 119.51 * 163.81 * 0.86 * * Reach #17 * Reach-11-12A * 1700 185.25 * 173.24 * 0.92 * * Reach #17 * Reach-11-12A * 1700 332.38 * 263.98 * 0.94 * * Reach #17 * Reach-11-12A * 1700 532.02 * 280.99 * 0.96 * * Reach #17 * Reach-11-12A * 1700 838.59 * 444.13 * 1.00 * * * * * * * * Reach #17 * Reach-7-11-11 * 1705 11.83 * 97.76 * 0.43 * * Reach #17 * Reach-7-11-11 * 1705 42.20 * 100.94 * 0.65 * * Reach #17 * Reach-7-11-11 * 1705 62.72 * 103.03 * 0.72 * * Reach #17 * Reach-7-11-11 * 1705 133.11 * 165.80 * 0.74 * * Reach #17 * Reach-7-11-11 * 1705 206.15 * 176.13 * 0.79 * * Reach #17 * Reach-7-11-11 * 1705 372.02 * 267.44 * 0.80 * * Reach #17 * Reach-7-11-11 * 1705 692.49 * 411.38 * 0.78 * * Reach #17 * Reach-7-11-11 * 1705 968.33 * 471.31 * 0.83 * * * * * * * * Reach #17 * Reach-7-11-11 * 1700 6.86 * 97.23 * 0.97 * * Reach #17 * Reach-7-11-11 * 1700 35.23 * 100.22 * 0.84 * * Reach #17 * Reach-7-11-11 * 1700 53.80 * 102.13 * 0.90 * * Reach #17 * Reach-7-11-11 * 1700 94.75 * 106.22 * 0.98 * * Reach #17 * Reach-7-11-11 * 1700 174.10 * 171.68 * 1.01 * * Reach #17 * Reach-7-11-11 * 1700 316.38 * 262.57 * 1.01 * * Reach #17 * Reach-7-11-11 * 1700 522.84 * 280.23 * 0.99 * * Reach #17 * Reach-7-11-11 * 1700 838.59 * 444.13 * 1.00 * * * * * * * * Reach #16 * Reach-19-20-19 * 1605 9.32 * 56.68 * 0.47 * * 200.00 * 3432.00 * 3432.58 * 3432.50 * 3432.77 * 0.030210 * 3.50 * * 500.00 * 3432.00 * 3433.11 * 3433.03 * 3433.38 * 0.030230 * 4.18 * * 1000.00 * 3432.00 * 3433.50 * 3433.43 * 3433.95 * 0.030232 * 5.40 * * 2000.00 * 3432.00 * 3434.22 * 3434.16 * 3434.78 * 0.030206 * 6.02 * * 4000.00 * 3432.00 * 3434.95 * 3434.95 * 3435.83 * 0.027380 * 7.52 * * 6550.00 * 3432.00 * 3435.72 * 3435.72 * 3436.66 * 0.029639 * 7.81 * * * * * * * * * * 10.00 * 3432.00 * 3432.12 * * 3432.13 * 0.013512 * 0.85 * * 100.00 * 3432.00 * 3432.43 * * 3432.52 * 0.020361 * 2.37 * * 200.00 * 3432.00 * 3432.63 * * 3432.79 * 0.022355 * 3.19 * * 500.00 * 3432.00 * 3433.19 * 3433.03 * 3433.41 * 0.021451 * 3.76 * * 1000.00 * 3432.00 * 3433.62 * 3433.43 * 3433.99 * 0.021646 * 4.85 * * 2000.00 * 3432.00 * 3434.37 * 3434.16 * 3434.82 * 0.021114 * 5.38 * * 4000.00 * 3432.00 * 3435.37 * 3434.94 * 3435.89 * 0.018893 * 5.78 * * 6550.00 * 3432.00 * 3436.00 * 3435.72 * 3436.71 * 0.019861 * 6.76 * * * * * * * * * * 10.00 * 3432.00 * 3432.07 * 3432.07 * 3432.10 * 0.082634 * 1.46 * * 100.00 * 3432.00 * 3432.36 * 3432.32 * 3432.48 * 0.036818 * 2.84 * * 200.00 * 3432.00 * 3432.54 * 3432.50 * 3432.76 * 0.036827 * 3.72 * * 500.00 * 3432.00 * 3432.94 * 3432.92 * 3433.37 * 0.036804 * 5.28 * * 1000.00 * 3432.00 * 3433.44 * 3433.44 * 3433.95 * 0.036739 * 5.74 * * 2000.00 * 3432.00 * 3434.16 * 3434.16 * 3434.78 * 0.035353 * 6.32 * * 4000.00 * 3432.00 * 3434.92 * 3434.92 * 3435.83 * 0.028911 * 7.65 * * 6550.00 * 3432.00 * 3435.72 * 3435.72 * 3436.66 * 0.029639 * 7.81 * * * * * * * * * * 10.00 * 3111.00 * 3111.21 * * 3111.22 * 0.014486 * 1.07 * * Reach #16 * Reach-19-20-19 * 1605 43.86 * 104.65 * 0.62 * * Reach #16 * Reach-19-20-19 * 1605 71.85 * 131.24 * 0.66 * * Reach #16 * Reach-19-20-19 * 1605 155.17 * 228.33 * 0.69 * * Reach #16 * Reach-19-20-19 * 1605 239.73 * 245.45 * 0.74 * * Reach #16 * Reach-19-20-19 * 1605 376.58 * 273.24 * 0.80 * * Reach #16 * Reach-19-20-19 * 1605 608.13 * 320.81 * 0.84 * * Reach #16 * Reach-19-20-19 * 1605 983.92 * 400.18 * 0.87 * * * * * * * * Reach #16 * Reach-19-20-19 * 1600 7.85 * 53.70 * 0.59 * * Reach #16 * Reach-19-20-19 * 1600 40.15 * 100.60 * 0.69 * * Reach #16 * Reach-19-20-19 * 1600 66.78 * 126.83 * 0.73 * * Reach #16 * Reach-19-20-19 * 1600 145.85 * 226.36 * 0.75 * * Reach #16 * Reach-19-20-19 * 1600 227.38 * 243.03 * 0.80 * * Reach #16 * Reach-19-20-19 * 1600 359.30 * 269.35 * 0.85 * * Reach #16 * Reach-19-20-19 * 1600 580.09 * 315.43 * 0.90 * * Reach #16 * Reach-19-20-19 * 1600 930.24 * 392.22 * 0.93 * * * * * * * * Reach #16 * Reach-18 * 1605 9.12 * 56.30 * 0.48 * * Reach #16 * Reach-18 * 1605 42.77 * 103.48 * 0.64 * * Reach #16 * Reach-18 * 1605 69.88 * 129.54 * 0.69 * * Reach #16 * Reach-18 * 1605 152.50 * 227.76 * 0.71 * * Reach #16 * Reach-18 * 1605 235.24 * 244.58 * 0.76 * * Reach #16 * Reach-18 * 1605 370.40 * 271.85 * 0.82 * * Reach #16 * Reach-18 * 1605 603.75 * 319.97 * 0.85 * * Reach #16 * Reach-18 * 1605 983.43 * 400.11 * 0.83 * * * * * * * * 100.00 * 3111.00 * 3111.64 * * 3111.72 * 0.018769 * 2.28 * * 200.00 * 3111.00 * 3111.87 * * 3111.99 * 0.019592 * 2.78 * * 500.00 * 3111.00 * 3112.30 * * 3112.46 * 0.019679 * 3.22 * * 1000.00 * 3111.00 * 3112.65 * * 3112.92 * 0.020339 * 4.17 * * 2000.00 * 3111.00 * 3113.18 * * 3113.62 * 0.020831 * 5.31 * * 4000.00 * 3111.00 * 3113.96 * * 3114.63 * 0.020892 * 6.58 * * 7600.00 * 3111.00 * 3114.98 * * 3115.91 * 0.020368 * 7.72 * * * * * * * * * * 10.00 * 3111.00 * 3111.18 * 3111.12 * 3111.21 * 0.023877 * 1.27 * * 100.00 * 3111.00 * 3111.60 * 3111.49 * 3111.70 * 0.023905 * 2.49 * * 200.00 * 3111.00 * 3111.83 * 3111.71 * 3111.97 * 0.023895 * 3.00 * * 500.00 * 3111.00 * 3112.26 * 3112.13 * 3112.44 * 0.023917 * 3.43 * * 1000.00 * 3111.00 * 3112.60 * 3112.46 * 3112.90 * 0.023939 * 4.40 * * 2000.00 * 3111.00 * 3113.12 * 3112.96 * 3113.60 * 0.023902 * 5.57 * * 4000.00 * 3111.00 * 3113.87 * 3113.71 * 3114.61 * 0.023906 * 6.90 * * 7600.00 * 3111.00 * 3114.84 * 3114.72 * 3115.88 * 0.023907 * 8.17 * * * * * * * * * * 10.00 * 3111.00 * 3111.20 * * 3111.22 * 0.015394 * 1.10 * * 100.00 * 3111.00 * 3111.62 * * 3111.71 * 0.020110 * 2.34 * * 200.00 * 3111.00 * 3111.86 * * 3111.98 * 0.021129 * 2.86 * * 500.00 * 3111.00 * 3112.29 * * 3112.45 * 0.020784 * 3.28 * * 1000.00 * 3111.00 * 3112.64 * * 3112.92 * 0.021558 * 4.25 * * 2000.00 * 3111.00 * 3113.16 * * 3113.61 * 0.021865 * 5.40 * * 4000.00 * 3111.00 * 3113.95 * * 3114.63 * 0.021327 * 6.63 * * 7300.00 * 3111.00 * 3114.98 * 3114.64 * 3115.83 * 0.018819 * 7.42 * * * * * * * * * * Reach #16 * Reach-18 4.94 * 47.24 * * Reach #16 * Reach-18 38.57 * 98.83 * * Reach #16 * Reach-18 64.11 * 124.46 * * Reach #16 * Reach-18 140.83 * 225.29 * * Reach #16 * Reach-18 219.46 * 241.46 * * Reach #16 * Reach-18 345.96 * 266.31 * * Reach #16 * Reach-18 558.06 * 311.14 * * Reach #16 * Reach-18 869.86 * 383.06 * * * * * * Reach #16 * Reach-17 9.04 * 56.13 * * Reach #16 * Reach-17 42.06 * 102.71 * * Reach #16 * Reach-17 69.12 * 128.89 * * Reach #16 * Reach-17 150.33 * 227.31 * * Reach #16 * Reach-17 232.91 * 244.12 * * Reach #16 * Reach-17 368.54 * 271.44 * * Reach #16 * Reach-17 615.19 * 322.15 * * Reach #16 * Reach-17 985.10 * 400.35 * * * * * * Reach #16 * Reach-17 7.33 * 52.60 * * Reach #16 * Reach-17 37.32 * 97.40 * * Reach #16 * Reach-17 62.03 * 122.57 * * Reach #16 * Reach-17 136.88 * 224.45 * * Reach #16 * Reach-17 213.11 * 240.19 * * Reach #16 * Reach-17 335.60 * 263.93 * * Reach #16 * Reach-17 540.91 * 307.76 * * Reach #16 * Reach-17 851.41 * 380.22 * * 1600 1.10 * * 1600 0.73 * * 1600 0.77 * * 1600 0.79 * * 1600 0.84 * * 1600 0.89 * * 1600 0.94 * * 1600 0.98 * * * * 1605 0.49 * * 1605 0.65 * * 1605 0.70 * * 1605 0.72 * * 1605 0.77 * * 1605 0.82 * * 1605 0.83 * * 1605 0.83 * * * * 1600 0.64 * * 1600 0.76 * * 1600 0.80 * * 1600 0.82 * * 1600 0.88 * * 1600 0.93 * * 1600 0.98 * * 1600 1.01 * * 10.00 * 3111.00 * 3111.12 * 3111.12 * 3111.19 * 0.094160 * 2.02 * * 100.00 * 3111.00 * 3111.58 * 3111.49 * 3111.69 * 0.026691 * 2.59 * * 200.00 * 3111.00 * 3111.81 * 3111.71 * 3111.96 * 0.026692 * 3.12 * * 500.00 * 3111.00 * 3112.23 * 3112.13 * 3112.43 * 0.026708 * 3.55 * * 1000.00 * 3111.00 * 3112.57 * 3112.46 * 3112.89 * 0.026712 * 4.56 * * 2000.00 * 3111.00 * 3113.07 * 3112.95 * 3113.59 * 0.026708 * 5.78 * * 4000.00 * 3111.00 * 3113.80 * 3113.72 * 3114.60 * 0.026707 * 7.17 * * 7300.00 * 3111.00 * 3114.69 * 3114.64 * 3115.78 * 0.026731 * 8.39 * * * * * * * * * * 10.00 * 3111.00 * 3111.20 * * 3111.22 * 0.015804 * 1.11 * * 100.00 * 3111.00 * 3111.62 * * 3111.71 * 0.021046 * 2.38 * * 200.00 * 3111.00 * 3111.85 * * 3111.98 * 0.021763 * 2.89 * * 500.00 * 3111.00 * 3112.28 * * 3112.45 * 0.021741 * 3.33 * * 1000.00 * 3111.00 * 3112.63 * * 3112.91 * 0.022228 * 4.29 * * 2000.00 * 3111.00 * 3113.15 * * 3113.61 * 0.022189 * 5.43 * * 4000.00 * 3111.00 * 3113.98 * 3113.71 * 3114.64 * 0.020215 * 6.50 * * 7300.00 * 3111.00 * 3114.98 * 3114.64 * 3115.84 * 0.018728 * 7.41 * * * * * * * * * * 10.00 * 3111.00 * 3111.17 * 3111.12 * 3111.20 * 0.029182 * 1.36 * * 100.00 * 3111.00 * 3111.57 * 3111.49 * 3111.68 * 0.029208 * 2.68 * * 200.00 * 3111.00 * 3111.80 * 3111.71 * 3111.96 * 0.029194 * 3.22 * * 500.00 * 3111.00 * 3112.22 * 3112.13 * 3112.42 * 0.029220 * 3.65 * * 1000.00 * 3111.00 * 3112.54 * 3112.46 * 3112.89 * 0.029252 * 4.69 * * 2000.00 * 3111.00 * 3113.03 * 3112.96 * 3113.58 * 0.029203 * 5.96 * * 4000.00 * 3111.00 * 3113.75 * 3113.72 * 3114.60 * 0.029206 * 7.39 * * 7300.00 * 3111.00 * 3114.64 * 3114.64 * 3115.78 * 0.028428 * 8.57 * * * * * * * * Reach #16 * Reach-16-17-17 * 1605 8.84 * 55.72 * 0.50 * * Reach #16 * Reach-16-17-17 * 1605 41.69 * 102.30 * 0.66 * * Reach #16 * Reach-16-17-17 * 1605 67.27 * 127.27 * 0.72 * * Reach #16 * Reach-16-17-17 * 1605 148.89 * 227.00 * 0.73 * * Reach #16 * Reach-16-17-17 * 1605 233.69 * 244.27 * 0.77 * * Reach #16 * Reach-16-17-17 * 1605 372.79 * 272.39 * 0.81 * * Reach #16 * Reach-16-17-17 * 1605 619.68 * 323.00 * 0.82 * * Reach #16 * Reach-16-17-17 * 1605 985.10 * 400.35 * 0.83 * * * * * * * * Reach #16 * Reach-16-17-17 * 1600 6.56 * 50.94 * 0.75 * * Reach #16 * Reach-16-17-17 * 1600 33.13 * 92.45 * 0.89 * * Reach #16 * Reach-16-17-17 * 1600 54.98 * 115.95 * 0.93 * * Reach #16 * Reach-16-17-17 * 1600 123.43 * 221.55 * 0.96 * * Reach #16 * Reach-16-17-17 * 1600 192.36 * 236.01 * 1.01 * * Reach #16 * Reach-16-17-17 * 1600 315.72 * 259.89 * 1.01 * * Reach #16 * Reach-16-17-17 * 1600 531.02 * 305.79 * 1.01 * * Reach #16 * Reach-16-17-17 * 1600 851.41 * 380.22 * 1.01 * * * * * * * * Reach #16 * Reach-16-17-16 * 1605 8.86 * 55.78 * 0.50 * * Reach #16 * Reach-16-17-16 * 1605 41.07 * 101.62 * 0.68 * * Reach #16 * Reach-16-17-16 * 1605 67.43 * 127.41 * 0.72 * * Reach #16 * Reach-16-17-16 * 1605 148.06 * 226.83 * 0.74 * * Reach #16 * Reach-16-17-16 * 1605 232.44 * 244.03 * 0.78 * * Reach #16 * Reach-16-17-16 * 1605 372.52 * 272.33 * 0.81 * * Reach #16 * Reach-16-17-16 * 1605 619.99 * 323.06 * 0.82 * * * * * * * * * * 10.00 * 3111.00 * 3111.20 * * 3111.22 * 0.016893 * 1.13 * * 100.00 * 3111.00 * 3111.61 * * 3111.70 * 0.021569 * 2.40 * * 200.00 * 3111.00 * 3111.84 * * 3111.97 * 0.023420 * 2.97 * * 500.00 * 3111.00 * 3112.27 * * 3112.44 * 0.022411 * 3.36 * * 1000.00 * 3111.00 * 3112.63 * 3112.46 * 3112.91 * 0.022002 * 4.28 * * 2000.00 * 3111.00 * 3113.17 * 3112.96 * 3113.62 * 0.021458 * 5.36 * * 4000.00 * 3111.00 * 3114.00 * 3113.71 * 3114.65 * 0.019800 * 6.45 * * 7300.00 * 3111.00 * 3114.98 * 3114.64 * 3115.84 * 0.018728 * 7.41 * * * * * * * * * * 10.00 * 3111.00 * 3111.16 * 3111.12 * 3111.19 * 0.040490 * 1.52 * * 100.00 * 3111.00 * 3111.53 * 3111.49 * 3111.67 * 0.040541 * 3.02 * * 200.00 * 3111.00 * 3111.74 * 3111.71 * 3111.94 * 0.040523 * 3.64 * * 500.00 * 3111.00 * 3112.16 * 3112.13 * 3112.41 * 0.040538 * 4.05 * * 1000.00 * 3111.00 * 3112.46 * 3112.46 * 3112.88 * 0.040206 * 5.20 * * 2000.00 * 3111.00 * 3112.95 * 3112.95 * 3113.58 * 0.035065 * 6.33 * * 4000.00 * 3111.00 * 3113.72 * 3113.72 * 3114.60 * 0.030794 * 7.53 * * 7300.00 * 3111.00 * 3114.64 * 3114.64 * 3115.78 * 0.028428 * 8.57 * * * * * * * * * * 10.00 * 3111.00 * 3111.20 * * 3111.22 * 0.016742 * 1.13 * * 100.00 * 3111.00 * 3111.61 * * 3111.70 * 0.022476 * 2.44 * * 200.00 * 3111.00 * 3111.84 * * 3111.98 * 0.023273 * 2.97 * * 500.00 * 3111.00 * 3112.27 * * 3112.44 * 0.022809 * 3.38 * * 1000.00 * 3111.00 * 3112.62 * 3112.46 * 3112.91 * 0.022369 * 4.30 * * 2000.00 * 3111.00 * 3113.17 * 3112.96 * 3113.62 * 0.021502 * 5.37 * * 4000.00 * 3111.00 * 3114.00 * 3113.72 * 3114.65 * 0.019772 * 6.45 * * Reach #16 * Reach-16-17-16 * 1605 985.00 * 400.34 * 0.83 * * * * * * * * Reach #16 * Reach-16-17-16 * 1600 6.75 * 51.35 * 0.72 * * Reach #16 * Reach-16-17-16 * 1600 34.13 * 93.66 * 0.86 * * Reach #16 * Reach-16-17-16 * 1600 56.66 * 117.56 * 0.90 * * Reach #16 * Reach-16-17-16 * 1600 126.68 * 222.26 * 0.92 * * Reach #16 * Reach-16-17-16 * 1600 197.03 * 236.96 * 0.98 * * Reach #16 * Reach-16-17-16 * 1600 316.23 * 259.98 * 1.01 * * Reach #16 * Reach-16-17-16 * 1600 530.43 * 305.67 * 1.01 * * Reach #16 * Reach-16-17-16 * 1600 851.41 * 380.22 * 1.01 * * * * * * * * Reach #16 * Reach-16 * 1605 9.12 * 56.30 * 0.48 * * Reach #16 * Reach-16 * 1605 42.72 * 103.42 * 0.64 * * Reach #16 * Reach-16 * 1605 70.26 * 129.87 * 0.68 * * Reach #16 * Reach-16 * 1605 152.39 * 227.74 * 0.71 * * Reach #16 * Reach-16 * 1605 235.12 * 244.55 * 0.76 * * Reach #16 * Reach-16 * 1605 370.20 * 271.81 * 0.82 * * Reach #16 * Reach-16 * 1605 603.67 * 319.96 * 0.85 * * Reach #16 * Reach-16 * 1605 983.43 * 400.11 * 0.83 * * * * * * * * Reach #16 * Reach-16 * 1600 4.94 * 47.24 * 1.10 * * Reach #16 * Reach-16 * 1600 38.57 * 98.83 * 0.73 * * Reach #16 * Reach-16 * 1600 64.11 * 124.46 * 0.77 * * Reach #16 * Reach-16 * 1600 140.83 * 225.29 * 0.79 * * Reach #16 * Reach-16 * 1600 219.46 * 241.46 * 0.84 * * Reach #16 * Reach-16 * 1600 345.96 * 266.31 * 0.89 * * 7300.00 * 3111.00 * 3114.98 * 3114.64 * 3115.84 * 0.018734 * 7.41 * * * * * * * * * * 10.00 * 3111.00 * 3111.16 * 3111.12 * 3111.19 * 0.037259 * 1.48 * * 100.00 * 3111.00 * 3111.54 * 3111.49 * 3111.67 * 0.037355 * 2.93 * * 200.00 * 3111.00 * 3111.75 * 3111.71 * 3111.94 * 0.037333 * 3.53 * * 500.00 * 3111.00 * 3112.17 * 3112.13 * 3112.41 * 0.037331 * 3.95 * * 1000.00 * 3111.00 * 3112.48 * 3112.46 * 3112.88 * 0.037312 * 5.08 * * 2000.00 * 3111.00 * 3112.96 * 3112.96 * 3113.58 * 0.034894 * 6.32 * * 4000.00 * 3111.00 * 3113.71 * 3113.71 * 3114.60 * 0.030893 * 7.54 * * 7300.00 * 3111.00 * 3114.64 * 3114.64 * 3115.78 * 0.028428 * 8.57 * * * * * * * * * * 10.00 * 3111.00 * 3111.20 * * 3111.22 * 0.015394 * 1.10 * * 100.00 * 3111.00 * 3111.62 * * 3111.71 * 0.020176 * 2.34 * * 200.00 * 3111.00 * 3111.86 * * 3111.99 * 0.020821 * 2.85 * * 500.00 * 3111.00 * 3112.28 * * 3112.45 * 0.020832 * 3.28 * * 1000.00 * 3111.00 * 3112.64 * * 3112.92 * 0.021592 * 4.25 * * 2000.00 * 3111.00 * 3113.16 * * 3113.61 * 0.021900 * 5.40 * * 4000.00 * 3111.00 * 3113.95 * * 3114.63 * 0.021335 * 6.63 * * 7300.00 * 3111.00 * 3114.98 * 3114.64 * 3115.83 * 0.018819 * 7.42 * * * * * * * * * * 10.00 * 3111.00 * 3111.12 * 3111.12 * 3111.19 * 0.094160 * 2.02 * * 100.00 * 3111.00 * 3111.58 * 3111.49 * 3111.69 * 0.026691 * 2.59 * * 200.00 * 3111.00 * 3111.81 * 3111.71 * 3111.96 * 0.026692 * 3.12 * * 500.00 * 3111.00 * 3112.23 * 3112.13 * 3112.43 * 0.026708 * 3.55 * * 1000.00 * 3111.00 * 3112.57 * 3112.45 * 3112.89 * 0.026712 * 4.56 * * 2000.00 * 3111.00 * 3113.07 * 3112.95 * 3113.59 * 0.026708 * 5.78 * * Reach #16 * Reach-16 * 1600 558.06 * 311.14 * 0.94 * * Reach #16 * Reach-16 * 1600 869.86 * 383.06 * 0.98 * * * * * * * * Reach #16 * Reach-15 * 1605 9.17 * 56.38 * 0.48 * * Reach #16 * Reach-15 * 1605 42.97 * 103.70 * 0.64 * * Reach #16 * Reach-15 * 1605 70.03 * 129.68 * 0.68 * * Reach #16 * Reach-15 * 1605 152.83 * 227.83 * 0.70 * * Reach #16 * Reach-15 * 1605 235.66 * 244.66 * 0.76 * * Reach #16 * Reach-15 * 1605 369.87 * 271.73 * 0.82 * * Reach #16 * Reach-15 * 1605 602.89 * 319.81 * 0.85 * * Reach #16 * Reach-15 * 1605 984.22 * 400.22 * 0.83 * * * * * * * * Reach #16 * Reach-15 * 1600 7.57 * 53.12 * 0.62 * * Reach #16 * Reach-15 * 1600 38.67 * 98.94 * 0.73 * * Reach #16 * Reach-15 * 1600 64.26 * 124.59 * 0.76 * * Reach #16 * Reach-15 * 1600 141.16 * 225.36 * 0.79 * * Reach #16 * Reach-15 * 1600 219.99 * 241.56 * 0.84 * * Reach #16 * Reach-15 * 1600 346.87 * 266.52 * 0.89 * * Reach #16 * Reach-15 * 1600 559.50 * 311.42 * 0.94 * * Reach #16 * Reach-15 * 1600 872.11 * 383.40 * 0.98 * * * * * * * * Reach #15 * Reach-7-11-7 * 1505 6.04 * 23.53 * 0.58 * * Reach #15 * Reach-7-11-7 * 1505 26.12 * 32.53 * 0.75 * * Reach #15 * Reach-7-11-7 * 1505 89.22 * 61.09 * 0.82 * * Reach #15 * Reach-7-11-7 * 1505 145.78 * 108.67 * 0.84 * * Reach #15 * Reach-7-11-7 * 1505 179.09 * 119.89 * 0.81 * * 4000.00 * 3111.00 * 3113.80 * 3113.72 * 3114.60 * 0.026707 * 7.17 * * 7300.00 * 3111.00 * 3114.69 * 3114.64 * 3115.78 * 0.026731 * 8.39 * * * * * * * * * * 10.00 * 3111.00 * 3111.20 * * 3111.22 * 0.015193 * 1.09 * * 100.00 * 3111.00 * 3111.63 * * 3111.71 * 0.019852 * 2.33 * * 200.00 * 3111.00 * 3111.86 * * 3111.99 * 0.021000 * 2.86 * * 500.00 * 3111.00 * 3112.29 * * 3112.45 * 0.020642 * 3.27 * * 1000.00 * 3111.00 * 3112.64 * * 3112.92 * 0.021440 * 4.24 * * 2000.00 * 3111.00 * 3113.16 * * 3113.61 * 0.021957 * 5.41 * * 4000.00 * 3111.00 * 3113.95 * * 3114.63 * 0.021414 * 6.63 * * 7300.00 * 3111.00 * 3114.98 * 3114.64 * 3115.83 * 0.018776 * 7.42 * * * * * * * * * * 10.00 * 3111.00 * 3111.18 * 3111.12 * 3111.20 * 0.026495 * 1.32 * * 100.00 * 3111.00 * 3111.58 * 3111.49 * 3111.69 * 0.026509 * 2.59 * * 200.00 * 3111.00 * 3111.81 * 3111.70 * 3111.96 * 0.026521 * 3.11 * * 500.00 * 3111.00 * 3112.24 * 3112.13 * 3112.43 * 0.026512 * 3.54 * * 1000.00 * 3111.00 * 3112.57 * 3112.46 * 3112.89 * 0.026513 * 4.55 * * 2000.00 * 3111.00 * 3113.07 * 3112.96 * 3113.59 * 0.026502 * 5.77 * * 4000.00 * 3111.00 * 3113.81 * 3113.71 * 3114.60 * 0.026510 * 7.15 * * 7300.00 * 3111.00 * 3114.69 * 3114.64 * 3115.78 * 0.026534 * 8.37 * * * * * * * * * * 10.00 * 3655.00 * 3655.28 * * 3655.32 * 0.019056 * 1.66 * * 100.00 * 3655.00 * 3655.99 * 3655.84 * 3656.22 * 0.022394 * 3.83 * * 500.00 * 3655.00 * 3657.45 * 3657.17 * 3657.94 * 0.021645 * 5.60 * * 800.00 * 3655.00 * 3658.17 * 3657.79 * 3658.63 * 0.023187 * 5.49 * * 1000.00 * 3655.00 * 3658.46 * 3658.20 * 3658.94 * 0.020792 * 5.58 * * Reach #15 * Reach-7-11-7 * 1505 384.69 * 463.63 * 0.75 * * Reach #15 * Reach-7-11-7 * 1505 464.33 * 487.45 * 0.78 * * Reach #15 * Reach-7-11-7 * 1505 731.57 * 560.01 * 0.80 * * * * * * * * Reach #15 * Reach-7-11-7 * 1500 4.71 * 22.81 * 0.82 * * Reach #15 * Reach-7-11-7 * 1500 21.11 * 30.54 * 1.00 * * Reach #15 * Reach-7-11-7 * 1500 73.30 * 51.17 * 1.00 * * Reach #15 * Reach-7-11-7 * 1500 112.27 * 73.10 * 1.01 * * Reach #15 * Reach-7-11-7 * 1500 149.03 * 109.82 * 1.02 * * Reach #15 * Reach-7-11-7 * 1500 311.29 * 440.55 * 1.01 * * Reach #15 * Reach-7-11-7 * 1500 387.07 * 464.36 * 1.00 * * Reach #15 * Reach-7-11-7 * 1500 610.02 * 528.25 * 1.02 * * * * * * * * Reach #15 * Reach-6-7-7 * 1505 6.06 * 23.54 * 0.57 * * Reach #15 * Reach-6-7-7 * 1505 25.87 * 32.44 * 0.76 * * Reach #15 * Reach-6-7-7 * 1505 89.21 * 61.08 * 0.82 * * Reach #15 * Reach-6-7-7 * 1505 145.75 * 108.66 * 0.84 * * Reach #15 * Reach-6-7-7 * 1505 179.06 * 119.88 * 0.81 * * Reach #15 * Reach-6-7-7 * 1505 380.73 * 462.42 * 0.77 * * Reach #15 * Reach-6-7-7 * 1505 463.62 * 487.24 * 0.78 * * Reach #15 * Reach-6-7-7 * 1505 731.43 * 559.98 * 0.80 * * * * * * * * Reach #15 * Reach-6-7-7 * 1500 4.87 * 22.89 * 0.78 * * Reach #15 * Reach-6-7-7 * 1500 21.86 * 30.84 * 0.96 * * Reach #15 * Reach-6-7-7 * 1500 73.30 * 51.17 * 1.00 * * Reach #15 * Reach-6-7-7 * 1500 112.24 * 73.09 * 1.01 * * 1500.00 * 3655.00 * 3659.31 * 3659.12 * 3659.54 * 0.022116 * 3.90 * * 2000.00 * 3655.00 * 3659.47 * 3659.31 * 3659.76 * 0.022447 * 4.31 * * 3800.00 * 3655.00 * 3659.98 * 3659.76 * 3660.40 * 0.021422 * 5.19 * * * * * * * * * * 10.00 * 3655.00 * 3655.22 * 3655.19 * 3655.29 * 0.041828 * 2.12 * * 100.00 * 3655.00 * 3655.84 * 3655.84 * 3656.18 * 0.041789 * 4.74 * * 500.00 * 3655.00 * 3657.17 * 3657.17 * 3657.89 * 0.032933 * 6.82 * * 800.00 * 3655.00 * 3657.79 * 3657.79 * 3658.58 * 0.032709 * 7.13 * * 1000.00 * 3655.00 * 3658.20 * 3658.20 * 3658.90 * 0.034133 * 6.71 * * 1500.00 * 3655.00 * 3659.14 * 3659.12 * 3659.50 * 0.041844 * 4.82 * * 2000.00 * 3655.00 * 3659.31 * 3659.31 * 3659.73 * 0.038598 * 5.17 * * 3800.00 * 3655.00 * 3659.76 * 3659.76 * 3660.36 * 0.036318 * 6.23 * * * * * * * * * * 10.00 * 3655.00 * 3655.28 * * 3655.32 * 0.018829 * 1.65 * * 100.00 * 3655.00 * 3655.99 * * 3656.22 * 0.023020 * 3.87 * * 500.00 * 3655.00 * 3657.45 * 3657.17 * 3657.94 * 0.021653 * 5.60 * * 800.00 * 3655.00 * 3658.17 * 3657.79 * 3658.63 * 0.023199 * 5.49 * * 1000.00 * 3655.00 * 3658.46 * 3658.20 * 3658.94 * 0.020801 * 5.58 * * 1500.00 * 3655.00 * 3659.30 * * 3659.54 * 0.022811 * 3.94 * * 2000.00 * 3655.00 * 3659.47 * 3659.31 * 3659.76 * 0.022549 * 4.31 * * 3800.00 * 3655.00 * 3659.98 * 3659.76 * 3660.40 * 0.021434 * 5.20 * * * * * * * * * * 10.00 * 3655.00 * 3655.23 * 3655.19 * 3655.29 * 0.037711 * 2.05 * * 100.00 * 3655.00 * 3655.86 * 3655.84 * 3656.18 * 0.037707 * 4.57 * * 500.00 * 3655.00 * 3657.17 * 3657.17 * 3657.89 * 0.032933 * 6.82 * * 800.00 * 3655.00 * 3657.79 * 3657.79 * 3658.58 * 0.032734 * 7.13 * * Reach #15 * Reach-6-7-7 * 1500 149.06 * 109.82 * 1.01 * * Reach #15 * Reach-6-7-7 * 1500 322.09 * 444.02 * 0.96 * * Reach #15 * Reach-6-7-7 * 1500 390.13 * 465.30 * 0.99 * * Reach #15 * Reach-6-7-7 * 1500 610.02 * 528.25 * 1.02 * * * * * * * * Reach #15 * Reach-6-7-6 * 1505 6.12 * 23.57 * 0.57 * * Reach #15 * Reach-6-7-6 * 1505 25.97 * 32.47 * 0.76 * * Reach #15 * Reach-6-7-6 * 1505 88.42 * 60.63 * 0.83 * * Reach #15 * Reach-6-7-6 * 1505 144.93 * 108.37 * 0.84 * * Reach #15 * Reach-6-7-6 * 1505 174.95 * 118.55 * 0.83 * * Reach #15 * Reach-6-7-6 * 1505 381.19 * 462.56 * 0.76 * * Reach #15 * Reach-6-7-6 * 1505 461.96 * 486.76 * 0.78 * * Reach #15 * Reach-6-7-6 * 1505 720.80 * 557.27 * 0.82 * * * * * * * * Reach #15 * Reach-6-7-6 * 1500 5.17 * 23.06 * 0.72 * * Reach #15 * Reach-6-7-6 * 1500 23.33 * 31.43 * 0.88 * * Reach #15 * Reach-6-7-6 * 1500 75.34 * 52.55 * 0.98 * * Reach #15 * Reach-6-7-6 * 1500 114.74 * 74.27 * 0.99 * * Reach #15 * Reach-6-7-6 * 1500 154.25 * 111.63 * 0.97 * * Reach #15 * Reach-6-7-6 * 1500 343.28 * 450.75 * 0.88 * * Reach #15 * Reach-6-7-6 * 1500 416.02 * 473.15 * 0.90 * * Reach #15 * Reach-6-7-6 * 1500 643.31 * 537.13 * 0.95 * * * * * * * * Reach #14 * Reach-10 * 1405 5.91 * 22.39 * 0.58 * * Reach #14 * Reach-10 * 1405 26.64 * 35.37 * 0.76 * * Reach #14 * Reach-10 * 1405 129.00 * 162.45 * 0.77 * * 1000.00 * 3655.00 * 3658.20 * 3658.20 * 3658.90 * 0.034117 * 6.71 * * 1500.00 * 3655.00 * 3659.17 * 3659.12 * 3659.50 * 0.037740 * 4.66 * * 2000.00 * 3655.00 * 3659.32 * 3659.31 * 3659.73 * 0.037697 * 5.13 * * 3800.00 * 3655.00 * 3659.76 * 3659.76 * 3660.36 * 0.036318 * 6.23 * * * * * * * * * * 10.00 * 3655.00 * 3655.28 * * 3655.32 * 0.018333 * 1.64 * * 100.00 * 3655.00 * 3655.99 * * 3656.22 * 0.022775 * 3.85 * * 500.00 * 3655.00 * 3657.44 * 3657.17 * 3657.93 * 0.022083 * 5.65 * * 800.00 * 3655.00 * 3658.16 * 3657.79 * 3658.63 * 0.023556 * 5.52 * * 1000.00 * 3655.00 * 3658.42 * 3658.20 * 3658.93 * 0.022143 * 5.72 * * 1500.00 * 3655.00 * 3659.30 * * 3659.54 * 0.022730 * 3.94 * * 2000.00 * 3655.00 * 3659.47 * * 3659.76 * 0.022791 * 4.33 * * 3800.00 * 3655.00 * 3659.96 * * 3660.40 * 0.022361 * 5.27 * * * * * * * * * * 10.00 * 3655.00 * 3655.24 * 3655.19 * 3655.30 * 0.031140 * 1.93 * * 100.00 * 3655.00 * 3655.91 * 3655.84 * 3656.19 * 0.031154 * 4.29 * * 500.00 * 3655.00 * 3657.20 * 3657.17 * 3657.89 * 0.031133 * 6.64 * * 800.00 * 3655.00 * 3657.83 * 3657.81 * 3658.58 * 0.031075 * 6.97 * * 1000.00 * 3655.00 * 3658.24 * 3658.19 * 3658.90 * 0.031105 * 6.48 * * 1500.00 * 3655.00 * 3659.22 * 3659.12 * 3659.51 * 0.031137 * 4.37 * * 2000.00 * 3655.00 * 3659.37 * 3659.30 * 3659.73 * 0.031115 * 4.81 * * 3800.00 * 3655.00 * 3659.82 * 3659.76 * 3660.36 * 0.031106 * 5.91 * * * * * * * * * * 10.00 * 3365.00 * 3365.30 * * 3365.34 * 0.019245 * 1.69 * * 100.00 * 3365.00 * 3366.02 * * 3366.24 * 0.023411 * 3.75 * * 500.00 * 3365.00 * 3367.39 * * 3367.62 * 0.023190 * 3.88 * * Reach #14 * Reach-10 208.34 * 187.56 * * Reach #14 * Reach-10 342.88 * 212.76 * * Reach #14 * Reach-10 585.97 * 279.97 * * Reach #14 * Reach-10 799.32 * 321.23 * * Reach #14 * Reach-10 1056.04 * 342.81 * * * * * * Reach #14 * Reach-10 4.92 * 21.59 * * Reach #14 * Reach-10 23.43 * 33.69 * * Reach #14 * Reach-10 113.86 * 157.21 * * Reach #14 * Reach-10 182.12 * 179.65 * * Reach #14 * Reach-10 293.75 * 205.17 * * Reach #14 * Reach-10 508.24 * 265.72 * * Reach #14 * Reach-10 690.26 * 298.03 * * Reach #14 * Reach-10 942.78 * 333.46 * * * * * * Reach #14 * Reach-9 5.86 * 22.36 * * Reach #14 * Reach-9 26.62 * 35.36 * * Reach #14 * Reach-9 129.04 * 162.47 * * Reach #14 * Reach-9 209.67 * 187.96 * * Reach #14 * Reach-9 342.88 * 212.76 * * Reach #14 * Reach-9 585.97 * 279.97 * * Reach #14 * Reach-9 799.56 * 321.25 * * Reach #14 * Reach-9 1056.04 * 342.81 * * * * * * Reach #14 * Reach-9 4.79 * 21.48 * * Reach #14 * Reach-9 22.76 * 33.33 * * 1405 0.80 * * 1405 0.81 * * 1405 0.83 * * 1405 0.84 * * 1405 0.86 * * * 1000.00 * 3365.00 * 3367.84 * * 3368.20 * 0.022727 * 4.80 * * 2000.00 * 3365.00 * 3368.51 * 3368.28 * 3369.04 * 0.020436 * 5.83 * * 4000.00 * 3365.00 * 3369.51 * 3369.22 * 3370.23 * 0.019747 * 6.83 * * 6000.00 * 3365.00 * 3370.22 * 3369.87 * 3371.09 * 0.018957 * 7.51 * * 9000.00 * 3365.00 * 3370.99 * 3370.65 * 3372.12 * 0.018386 * 8.52 * * * * * * * * * * 1400 0.75 * * 1400 0.90 * * 1400 0.91 * * 1400 0.96 * * 1400 1.00 * * 1400 1.00 * * 1400 1.01 * * 1400 1.00 * * * * 1405 0.59 * * 1405 0.76 * * 1405 0.77 * * 1405 0.80 * * 1405 0.81 * * 1405 0.83 * * 1405 0.84 * * 1405 0.86 * * * * 1400 0.78 * * 1400 0.94 * * 10.00 * 3365.00 * 3365.26 * 3365.21 * 3365.32 * 0.033599 * 2.03 * * 100.00 * 3365.00 * 3365.93 * 3365.87 * 3366.21 * 0.033631 * 4.27 * * 500.00 * 3365.00 * 3367.29 * 3367.24 * 3367.59 * 0.033654 * 4.39 * * 1000.00 * 3365.00 * 3367.70 * 3367.67 * 3368.17 * 0.033601 * 5.49 * * 2000.00 * 3365.00 * 3368.28 * 3368.28 * 3368.99 * 0.032601 * 6.81 * * 4000.00 * 3365.00 * 3369.22 * 3369.22 * 3370.18 * 0.029600 * 7.87 * * 6000.00 * 3365.00 * 3369.87 * 3369.87 * 3371.04 * 0.027973 * 8.69 * * 9000.00 * 3365.00 * 3370.65 * 3370.65 * 3372.07 * 0.025863 * 9.55 * * * * * * * * * * 10.00 * 3365.00 * 3365.30 * * 3365.34 * 0.019685 * 1.71 * * 100.00 * 3365.00 * 3366.02 * * 3366.24 * 0.023454 * 3.76 * * 500.00 * 3365.00 * 3367.39 * * 3367.62 * 0.023169 * 3.87 * * 1000.00 * 3365.00 * 3367.85 * 3367.67 * 3368.20 * 0.022312 * 4.77 * * 2000.00 * 3365.00 * 3368.51 * 3368.28 * 3369.04 * 0.020436 * 5.83 * * 4000.00 * 3365.00 * 3369.51 * 3369.22 * 3370.23 * 0.019747 * 6.83 * * 6000.00 * 3365.00 * 3370.22 * 3369.87 * 3371.09 * 0.018940 * 7.50 * * 9000.00 * 3365.00 * 3370.99 * 3370.65 * 3372.12 * 0.018386 * 8.52 * * * * * * * * * * 10.00 * 3365.00 * 3365.25 * 3365.21 * 3365.32 * 0.036518 * 2.09 * * 100.00 * 3365.00 * 3365.91 * 3365.87 * 3366.21 * 0.036519 * 4.39 * * * Reach #14 * Reach-9 110.76 * 156.11 * * Reach #14 * Reach-9 177.01 * 178.07 * * Reach #14 * Reach-9 293.65 * 205.15 * * Reach #14 * Reach-9 508.24 * 265.72 * * Reach #14 * Reach-9 689.67 * 297.93 * * Reach #14 * Reach-9 942.78 * 333.46 * * * * * * Reach #14 * Reach-8 5.90 * 22.39 * * Reach #14 * Reach-8 26.61 * 35.36 * * Reach #14 * Reach-8 129.56 * 162.64 * * Reach #14 * Reach-8 208.30 * 187.55 * * Reach #14 * Reach-8 342.98 * 212.78 * * Reach #14 * Reach-8 585.77 * 279.94 * * Reach #14 * Reach-8 799.40 * 321.24 * * Reach #14 * Reach-8 1056.04 * 342.81 * * * * * * Reach #14 * Reach-8 4.91 * 21.58 * * Reach #14 * Reach-8 23.38 * 33.67 * * Reach #14 * Reach-8 113.63 * 157.12 * * Reach #14 * Reach-8 181.73 * 179.53 * * Reach #14 * Reach-8 293.55 * 205.14 * * Reach #14 * Reach-8 508.76 * 265.81 * * Reach #14 * Reach-8 689.96 * 297.98 * * Reach #14 * Reach-8 942.78 * 333.46 * * * * * * Reach #14 * Reach-7 5.89 * 22.39 * * 1400 0.94 * * 1400 1.00 * * 1400 1.00 * * 1400 1.00 * * 1400 1.01 * * 1400 1.00 * * * 500.00 * 3365.00 * 3367.27 * 3367.24 * 3367.59 * 0.036553 * 4.51 * * 1000.00 * 3365.00 * 3367.67 * 3367.67 * 3368.17 * 0.036512 * 5.65 * * 2000.00 * 3365.00 * 3368.27 * 3368.27 * 3368.99 * 0.032635 * 6.81 * * 4000.00 * 3365.00 * 3369.22 * 3369.22 * 3370.18 * 0.029600 * 7.87 * * 6000.00 * 3365.00 * 3369.86 * 3369.86 * 3371.04 * 0.028040 * 8.70 * * 9000.00 * 3365.00 * 3370.65 * 3370.65 * 3372.07 * 0.025863 * 9.55 * * * * * * * * * * 1405 0.58 * * 1405 0.76 * * 1405 0.76 * * 1405 0.80 * * 1405 0.81 * * 1405 0.83 * * 1405 0.84 * * 1405 0.86 * * * * 1400 0.75 * * 1400 0.90 * * 1400 0.91 * * 1400 0.96 * * 1400 1.00 * * 1400 1.00 * * 1400 1.01 * * 1400 1.00 * * * * 1405 0.58 * * 10.00 * 3365.00 * 3365.30 * * 3365.34 * 0.019299 * 1.69 * * 100.00 * 3365.00 * 3366.02 * * 3366.24 * 0.023475 * 3.76 * * 500.00 * 3365.00 * 3367.39 * * 3367.62 * 0.022896 * 3.86 * * 1000.00 * 3365.00 * 3367.84 * * 3368.20 * 0.022742 * 4.80 * * 2000.00 * 3365.00 * 3368.51 * 3368.27 * 3369.04 * 0.020418 * 5.83 * * 4000.00 * 3365.00 * 3369.50 * 3369.22 * 3370.23 * 0.019767 * 6.83 * * 6000.00 * 3365.00 * 3370.22 * 3369.87 * 3371.09 * 0.018951 * 7.51 * * 9000.00 * 3365.00 * 3370.99 * 3370.65 * 3372.12 * 0.018386 * 8.52 * * * * * * * * * * 10.00 * 3365.00 * 3365.26 * 3365.21 * 3365.32 * 0.033821 * 2.04 * * 100.00 * 3365.00 * 3365.92 * 3365.87 * 3366.21 * 0.033832 * 4.28 * * 500.00 * 3365.00 * 3367.29 * 3367.24 * 3367.59 * 0.033858 * 4.40 * * 1000.00 * 3365.00 * 3367.70 * 3367.67 * 3368.17 * 0.033815 * 5.50 * * 2000.00 * 3365.00 * 3368.27 * 3368.27 * 3368.99 * 0.032668 * 6.81 * * 4000.00 * 3365.00 * 3369.22 * 3369.22 * 3370.18 * 0.029514 * 7.86 * * 6000.00 * 3365.00 * 3369.87 * 3369.87 * 3371.04 * 0.028007 * 8.70 * * 9000.00 * 3365.00 * 3370.65 * 3370.65 * 3372.07 * 0.025863 * 9.55 * * * * * * * * * * 10.00 * 3365.00 * 3365.30 * * 3365.34 * 0.019354 * 1.70 * * * Reach #14 * Reach-7 * 1405 26.61 * 35.36 * 0.76 * * Reach #14 * Reach-7 * 1405 128.88 * 162.41 * 0.77 * * Reach #14 * Reach-7 * 1405 208.34 * 187.56 * 0.80 * * Reach #14 * Reach-7 * 1405 343.09 * 212.79 * 0.81 * * Reach #14 * Reach-7 * 1405 585.08 * 279.81 * 0.83 * * Reach #14 * Reach-7 * 1405 799.72 * 321.26 * 0.84 * * Reach #14 * Reach-7 * 1405 1056.63 * 342.86 * 0.86 * * * * * * * * Reach #14 * Reach-7 * 1400 4.91 * 21.57 * 0.75 * * Reach #14 * Reach-7 * 1400 23.36 * 33.66 * 0.91 * * Reach #14 * Reach-7 * 1400 113.52 * 157.08 * 0.91 * * Reach #14 * Reach-7 * 1400 181.55 * 179.48 * 0.97 * * Reach #14 * Reach-7 * 1400 293.30 * 205.10 * 1.00 * * Reach #14 * Reach-7 * 1400 510.12 * 266.07 * 1.00 * * Reach #14 * Reach-7 * 1400 691.13 * 298.18 * 1.00 * * Reach #14 * Reach-7 * 1400 941.64 * 333.37 * 1.00 * * * * * * * * Reach #13 * Reach-41-68 * 1305 8.44 * 48.78 * 0.50 * * Reach #13 * Reach-41-68 * 1305 33.67 * 62.96 * 0.72 * * Reach #13 * Reach-41-68 * 1305 53.82 * 72.31 * 0.76 * * Reach #13 * Reach-41-68 * 1305 130.21 * 165.44 * 0.76 * * Reach #13 * Reach-41-68 * 1305 210.55 * 186.33 * 0.79 * * Reach #13 * Reach-41-68 * 1305 355.34 * 236.13 * 0.81 * * Reach #13 * Reach-41-68 * 1305 562.79 * 394.28 * 0.79 * * Reach #13 * Reach-41-68 * 1305 871.75 * 479.98 * 0.83 * * * * * * * * 100.00 * 3365.00 * 3366.02 * * 3366.24 * 0.023475 * 3.76 * * 500.00 * 3365.00 * 3367.39 * * 3367.62 * 0.023254 * 3.88 * * 1000.00 * 3365.00 * 3367.84 * * 3368.20 * 0.022727 * 4.80 * * 2000.00 * 3365.00 * 3368.51 * 3368.27 * 3369.04 * 0.020399 * 5.83 * * 4000.00 * 3365.00 * 3369.50 * 3369.22 * 3370.23 * 0.019832 * 6.84 * * 6000.00 * 3365.00 * 3370.22 * 3369.86 * 3371.09 * 0.018929 * 7.50 * * 9000.00 * 3365.00 * 3370.99 * 3370.65 * 3372.12 * 0.018355 * 8.52 * * * * * * * * * * 10.00 * 3365.00 * 3365.26 * 3365.21 * 3365.32 * 0.033933 * 2.04 * * 100.00 * 3365.00 * 3365.92 * 3365.87 * 3366.21 * 0.033934 * 4.28 * * 500.00 * 3365.00 * 3367.29 * 3367.24 * 3367.59 * 0.033961 * 4.40 * * 1000.00 * 3365.00 * 3367.70 * 3367.67 * 3368.17 * 0.033910 * 5.51 * * 2000.00 * 3365.00 * 3368.27 * 3368.27 * 3368.99 * 0.032753 * 6.82 * * 4000.00 * 3365.00 * 3369.23 * 3369.23 * 3370.18 * 0.029290 * 7.84 * * 6000.00 * 3365.00 * 3369.87 * 3369.87 * 3371.04 * 0.027874 * 8.68 * * 9000.00 * 3365.00 * 3370.65 * 3370.65 * 3372.07 * 0.025957 * 9.56 * * * * * * * * * * 10.00 * 3166.00 * 3166.18 * * 3166.21 * 0.016510 * 1.19 * * 100.00 * 3166.00 * 3166.64 * * 3166.77 * 0.023027 * 2.97 * * 200.00 * 3166.00 * 3166.93 * * 3167.15 * 0.023214 * 3.72 * * 500.00 * 3166.00 * 3167.46 * * 3167.69 * 0.022993 * 3.84 * * 1000.00 * 3166.00 * 3167.92 * 3167.72 * 3168.27 * 0.021718 * 4.75 * * 2000.00 * 3166.00 * 3168.61 * 3168.36 * 3169.10 * 0.020817 * 5.63 * * 3000.00 * 3166.00 * 3169.29 * 3168.82 * 3169.73 * 0.020030 * 5.33 * * 5500.00 * 3166.00 * 3170.00 * 3169.73 * 3170.61 * 0.020349 * 6.31 * * * * * * * * * * Reach #13 * Reach-41-68 * 1300 6.50 * 47.52 * 0.73 * * Reach #13 * Reach-41-68 * 1300 28.45 * 60.30 * 0.90 * * Reach #13 * Reach-41-68 * 1300 45.39 * 68.55 * 0.95 * * Reach #13 * Reach-41-68 * 1300 110.36 * 159.86 * 0.96 * * Reach #13 * Reach-41-68 * 1300 175.08 * 177.41 * 1.01 * * Reach #13 * Reach-41-68 * 1300 298.25 * 217.02 * 1.01 * * Reach #13 * Reach-41-68 * 1300 406.41 * 252.00 * 1.02 * * Reach #13 * Reach-41-68 * 1300 748.86 * 447.86 * 1.00 * * * * * * * * Reach #13 * Reach-41-39 * 1305 8.45 * 48.79 * 0.50 * * Reach #13 * Reach-41-39 * 1305 33.86 * 63.05 * 0.71 * * Reach #13 * Reach-41-39 * 1305 53.71 * 72.26 * 0.76 * * Reach #13 * Reach-41-39 * 1305 130.70 * 165.58 * 0.76 * * Reach #13 * Reach-41-39 * 1305 210.19 * 186.24 * 0.79 * * Reach #13 * Reach-41-39 * 1305 355.28 * 236.11 * 0.81 * * Reach #13 * Reach-41-39 * 1305 562.41 * 394.16 * 0.79 * * Reach #13 * Reach-41-39 * 1305 871.86 * 480.01 * 0.82 * * * * * * * * Reach #13 * Reach-41-39 * 1300 6.53 * 47.54 * 0.73 * * Reach #13 * Reach-41-39 * 1300 28.63 * 60.39 * 0.89 * * Reach #13 * Reach-41-39 * 1300 45.68 * 68.68 * 0.95 * * Reach #13 * Reach-41-39 * 1300 111.02 * 160.05 * 0.95 * * Reach #13 * Reach-41-39 * 1300 175.42 * 177.50 * 1.01 * * Reach #13 * Reach-41-39 * 1300 298.25 * 217.02 * 1.01 * * Reach #13 * Reach-41-39 * 1300 407.14 * 252.23 * 1.02 * * Reach #13 * Reach-41-39 * 1300 748.86 * 447.86 * 1.00 * * 10.00 * 3166.00 * 3166.14 * 3166.12 * 3166.18 * 0.038076 * 1.54 * * 100.00 * 3166.00 * 3166.55 * 3166.52 * 3166.74 * 0.038116 * 3.51 * * 200.00 * 3166.00 * 3166.81 * 3166.79 * 3167.12 * 0.038134 * 4.41 * * 500.00 * 3166.00 * 3167.34 * 3167.31 * 3167.66 * 0.038125 * 4.53 * * 1000.00 * 3166.00 * 3167.72 * 3167.72 * 3168.23 * 0.037628 * 5.71 * * 2000.00 * 3166.00 * 3168.36 * 3168.36 * 3169.05 * 0.033350 * 6.71 * * 3000.00 * 3166.00 * 3168.82 * 3168.82 * 3169.66 * 0.032649 * 7.38 * * 5500.00 * 3166.00 * 3169.73 * 3169.73 * 3170.57 * 0.030790 * 7.34 * * * * * * * * * * 10.00 * 3166.00 * 3166.18 * * 3166.21 * 0.016436 * 1.18 * * 100.00 * 3166.00 * 3166.64 * * 3166.77 * 0.022655 * 2.95 * * 200.00 * 3166.00 * 3166.93 * * 3167.15 * 0.023347 * 3.72 * * 500.00 * 3166.00 * 3167.47 * * 3167.69 * 0.022734 * 3.83 * * 1000.00 * 3166.00 * 3167.92 * 3167.72 * 3168.27 * 0.021830 * 4.76 * * 2000.00 * 3166.00 * 3168.61 * 3168.36 * 3169.10 * 0.020826 * 5.63 * * 3000.00 * 3166.00 * 3169.29 * 3168.82 * 3169.73 * 0.020067 * 5.33 * * 5500.00 * 3166.00 * 3170.00 * 3169.73 * 3170.61 * 0.020341 * 6.31 * * * * * * * * * * 10.00 * 3166.00 * 3166.14 * 3166.12 * 3166.18 * 0.037429 * 1.53 * * 100.00 * 3166.00 * 3166.55 * 3166.52 * 3166.74 * 0.037413 * 3.49 * * 200.00 * 3166.00 * 3166.82 * 3166.79 * 3167.12 * 0.037442 * 4.38 * * 500.00 * 3166.00 * 3167.34 * 3167.31 * 3167.66 * 0.037429 * 4.50 * * 1000.00 * 3166.00 * 3167.73 * 3167.72 * 3168.23 * 0.037406 * 5.70 * * 2000.00 * 3166.00 * 3168.36 * 3168.36 * 3169.05 * 0.033350 * 6.71 * * 3000.00 * 3166.00 * 3168.82 * 3168.82 * 3169.66 * 0.032490 * 7.37 * * 5500.00 * 3166.00 * 3169.73 * 3169.73 * 3170.57 * 0.030790 * 7.34 * * * * * * * * Reach #13 * Reach-39 * 1305 8.57 * 48.86 * 0.49 * * Reach #13 * Reach-39 * 1305 36.52 * 64.36 * 0.64 * * Reach #13 * Reach-39 * 1305 57.76 * 74.00 * 0.69 * * Reach #13 * Reach-39 * 1305 138.84 * 167.81 * 0.70 * * Reach #13 * Reach-39 * 1305 218.83 * 188.35 * 0.75 * * Reach #13 * Reach-39 * 1305 362.29 * 238.36 * 0.79 * * Reach #13 * Reach-39 * 1305 566.55 * 395.43 * 0.78 * * Reach #13 * Reach-39 * 1305 874.33 * 480.48 * 0.81 * * * * * * * * Reach #13 * Reach-39 * 1300 5.26 * 46.69 * 1.00 * * Reach #13 * Reach-39 * 1300 34.35 * 63.30 * 0.70 * * Reach #13 * Reach-39 * 1300 55.07 * 72.85 * 0.74 * * Reach #13 * Reach-39 * 1300 132.72 * 166.13 * 0.74 * * Reach #13 * Reach-39 * 1300 210.60 * 186.34 * 0.79 * * Reach #13 * Reach-39 * 1300 349.88 * 234.37 * 0.82 * * Reach #13 * Reach-39 * 1300 546.53 * 389.25 * 0.82 * * Reach #13 * Reach-39 * 1300 845.22 * 473.23 * 0.85 * * * * * * * * Reach #13 * Reach-38-39-39 * 1305 8.52 * 48.83 * 0.50 * * Reach #13 * Reach-38-39-39 * 1305 33.95 * 63.10 * 0.71 * * Reach #13 * Reach-38-39-39 * 1305 53.75 * 72.28 * 0.76 * * Reach #13 * Reach-38-39-39 * 1305 130.62 * 165.55 * 0.76 * * Reach #13 * Reach-38-39-39 * 1305 207.74 * 185.64 * 0.80 * * Reach #13 * Reach-38-39-39 * 1305 355.28 * 236.11 * 0.81 * * Reach #13 * Reach-38-39-39 * 1305 561.54 * 393.89 * 0.79 * * * * * * * * * * 10.00 * 3166.00 * 3166.19 * * 3166.21 * 0.015719 * 1.17 * * 100.00 * 3166.00 * 3166.68 * * 3166.80 * 0.018098 * 2.74 * * 200.00 * 3166.00 * 3166.99 * * 3167.17 * 0.018911 * 3.46 * * 500.00 * 3166.00 * 3167.51 * * 3167.72 * 0.018923 * 3.60 * * 1000.00 * 3166.00 * 3167.96 * * 3168.29 * 0.019375 * 4.57 * * 2000.00 * 3166.00 * 3168.64 * * 3169.11 * 0.019760 * 5.52 * * 3000.00 * 3166.00 * 3169.30 * * 3169.73 * 0.019666 * 5.30 * * 5450.00 * 3166.00 * 3170.00 * * 3170.60 * 0.019813 * 6.23 * * * * * * * * * * 10.00 * 3166.00 * 3166.12 * 3166.12 * 3166.17 * 0.075430 * 1.90 * * 100.00 * 3166.00 * 3166.65 * 3166.52 * 3166.78 * 0.021700 * 2.91 * * 200.00 * 3166.00 * 3166.95 * 3166.79 * 3167.16 * 0.021709 * 3.63 * * 500.00 * 3166.00 * 3167.48 * 3167.31 * 3167.70 * 0.021696 * 3.77 * * 1000.00 * 3166.00 * 3167.92 * 3167.72 * 3168.27 * 0.021704 * 4.75 * * 2000.00 * 3166.00 * 3168.58 * 3168.36 * 3169.09 * 0.021702 * 5.72 * * 3000.00 * 3166.00 * 3169.25 * 3168.82 * 3169.72 * 0.021711 * 5.49 * * 5450.00 * 3166.00 * 3169.94 * 3169.72 * 3170.59 * 0.021734 * 6.45 * * * * * * * * * * 10.00 * 3166.00 * 3166.19 * * 3166.21 * 0.016001 * 1.17 * * 100.00 * 3166.00 * 3166.64 * * 3166.78 * 0.022472 * 2.95 * * 200.00 * 3166.00 * 3166.93 * * 3167.15 * 0.023303 * 3.72 * * 500.00 * 3166.00 * 3167.46 * * 3167.69 * 0.022777 * 3.83 * * 1000.00 * 3166.00 * 3167.90 * 3167.72 * 3168.26 * 0.022602 * 4.81 * * 2000.00 * 3166.00 * 3168.61 * 3168.35 * 3169.10 * 0.020826 * 5.63 * * 3000.00 * 3166.00 * 3169.29 * 3168.82 * 3169.73 * 0.020152 * 5.34 * * Reach #13 * Reach-38-39-39 * 1305 871.75 * 479.98 * 0.83 * * * * * * * * Reach #13 * Reach-38-39-39 * 1300 5.26 * 46.69 * 1.00 * * Reach #13 * Reach-38-39-39 * 1300 29.41 * 60.80 * 0.86 * * Reach #13 * Reach-38-39-39 * 1300 46.96 * 69.27 * 0.91 * * Reach #13 * Reach-38-39-39 * 1300 114.00 * 160.90 * 0.92 * * Reach #13 * Reach-38-39-39 * 1300 180.21 * 178.73 * 0.97 * * Reach #13 * Reach-38-39-39 * 1300 298.31 * 217.04 * 1.01 * * Reach #13 * Reach-38-39-39 * 1300 408.25 * 252.56 * 1.02 * * Reach #13 * Reach-38-39-39 * 1300 748.86 * 447.86 * 1.00 * * * * * * * * Reach #13 * Reach-38-39-38 * 1305 8.46 * 48.80 * 0.50 * * Reach #13 * Reach-38-39-38 * 1305 33.73 * 62.99 * 0.71 * * Reach #13 * Reach-38-39-38 * 1305 53.83 * 72.32 * 0.76 * * Reach #13 * Reach-38-39-38 * 1305 130.25 * 165.45 * 0.76 * * Reach #13 * Reach-38-39-38 * 1305 209.19 * 186.00 * 0.79 * * Reach #13 * Reach-38-39-38 * 1305 355.45 * 236.17 * 0.81 * * Reach #13 * Reach-38-39-38 * 1305 560.87 * 393.69 * 0.79 * * Reach #13 * Reach-38-39-38 * 1305 871.75 * 479.98 * 0.83 * * * * * * * * Reach #13 * Reach-38-39-38 * 1300 6.58 * 47.57 * 0.72 * * Reach #13 * Reach-38-39-38 * 1300 28.83 * 60.50 * 0.89 * * Reach #13 * Reach-38-39-38 * 1300 46.01 * 68.84 * 0.94 * * Reach #13 * Reach-38-39-38 * 1300 111.80 * 160.27 * 0.94 * * Reach #13 * Reach-38-39-38 * 1300 176.68 * 177.82 * 1.00 * * Reach #13 * Reach-38-39-38 * 1300 297.88 * 216.89 * 1.01 * * 5500.00 * 3166.00 * 3170.00 * 3169.73 * 3170.61 * 0.020349 * 6.31 * * * * * * * * * * 10.00 * 3166.00 * 3166.12 * 3166.12 * 3166.17 * 0.075430 * 1.90 * * 100.00 * 3166.00 * 3166.57 * 3166.52 * 3166.75 * 0.034498 * 3.40 * * 200.00 * 3166.00 * 3166.84 * 3166.79 * 3167.12 * 0.034534 * 4.26 * * 500.00 * 3166.00 * 3167.36 * 3167.31 * 3167.66 * 0.034511 * 4.39 * * 1000.00 * 3166.00 * 3167.75 * 3167.72 * 3168.23 * 0.034514 * 5.55 * * 2000.00 * 3166.00 * 3168.36 * 3168.36 * 3169.05 * 0.033334 * 6.70 * * 3000.00 * 3166.00 * 3168.82 * 3168.82 * 3169.66 * 0.032254 * 7.35 * * 5500.00 * 3166.00 * 3169.73 * 3169.73 * 3170.57 * 0.030790 * 7.34 * * * * * * * * * * 10.00 * 3166.00 * 3166.18 * * 3166.21 * 0.016363 * 1.18 * * 100.00 * 3166.00 * 3166.64 * * 3166.77 * 0.022902 * 2.96 * * 200.00 * 3166.00 * 3166.93 * * 3167.15 * 0.023192 * 3.72 * * 500.00 * 3166.00 * 3167.46 * * 3167.69 * 0.022971 * 3.84 * * 1000.00 * 3166.00 * 3167.91 * 3167.72 * 3168.27 * 0.022140 * 4.78 * * 2000.00 * 3166.00 * 3168.61 * 3168.35 * 3169.10 * 0.020799 * 5.63 * * 3000.00 * 3166.00 * 3169.28 * 3168.83 * 3169.73 * 0.020219 * 5.35 * * 5500.00 * 3166.00 * 3170.00 * 3169.73 * 3170.61 * 0.020349 * 6.31 * * * * * * * * * * 10.00 * 3166.00 * 3166.15 * 3166.12 * 3166.18 * 0.036587 * 1.52 * * 100.00 * 3166.00 * 3166.56 * 3166.52 * 3166.74 * 0.036614 * 3.47 * * 200.00 * 3166.00 * 3166.82 * 3166.79 * 3167.12 * 0.036648 * 4.35 * * 500.00 * 3166.00 * 3167.35 * 3167.31 * 3167.66 * 0.036632 * 4.47 * * 1000.00 * 3166.00 * 3167.73 * 3167.72 * 3168.23 * 0.036615 * 5.66 * * 2000.00 * 3166.00 * 3168.35 * 3168.35 * 3169.05 * 0.033462 * 6.71 * * Reach #13 * Reach-38-39-38 * 1300 408.99 * 252.78 * 1.02 * * Reach #13 * Reach-38-39-38 * 1300 748.86 * 447.86 * 1.00 * * * * * * * * Reach #12 * Reach-36-37-37 * 1205 6.62 * 29.59 * 0.56 * * Reach #12 * Reach-36-37-37 * 1205 45.28 * 121.70 * 0.64 * * Reach #12 * Reach-36-37-37 * 1205 70.87 * 138.04 * 0.69 * * Reach #12 * Reach-36-37-37 * 1205 131.62 * 170.67 * 0.76 * * Reach #12 * Reach-36-37-37 * 1205 243.40 * 276.79 * 0.77 * * Reach #12 * Reach-36-37-37 * 1205 379.70 * 290.00 * 0.81 * * Reach #12 * Reach-36-37-37 * 1205 504.41 * 303.38 * 0.81 * * Reach #12 * Reach-36-37-37 * 1205 805.80 * 350.64 * 0.82 * * * * * * * * Reach #12 * Reach-36-37-37 * 1200 5.45 * 26.97 * 0.72 * * Reach #12 * Reach-36-37-37 * 1200 39.12 * 117.43 * 0.78 * * Reach #12 * Reach-36-37-37 * 1200 62.21 * 132.74 * 0.83 * * Reach #12 * Reach-36-37-37 * 1200 117.26 * 163.55 * 0.89 * * Reach #12 * Reach-36-37-37 * 1200 218.58 * 274.31 * 0.90 * * Reach #12 * Reach-36-37-37 * 1200 336.82 * 285.91 * 0.96 * * Reach #12 * Reach-36-37-37 * 1200 434.99 * 295.19 * 1.00 * * Reach #12 * Reach-36-37-37 * 1200 689.84 * 333.26 * 1.01 * * * * * * * * Reach #12 * Reach-36-37-36 * 1205 6.71 * 29.78 * 0.55 * * Reach #12 * Reach-36-37-36 * 1205 45.91 * 122.13 * 0.63 * * Reach #12 * Reach-36-37-36 * 1205 71.48 * 138.40 * 0.69 * * Reach #12 * Reach-36-37-36 * 1205 133.50 * 171.58 * 0.75 * * Reach #12 * Reach-36-37-36 * 1205 245.90 * 277.04 * 0.76 * * 3000.00 * 3166.00 * 3168.83 * 3168.83 * 3169.66 * 0.032097 * 7.34 * * 5500.00 * 3166.00 * 3169.73 * 3169.73 * 3170.57 * 0.030790 * 7.34 * * * * * * * * * * 10.00 * 2996.00 * 2996.37 * * 2996.41 * 0.018994 * 1.51 * * 100.00 * 2996.00 * 2997.06 * * 2997.14 * 0.020644 * 2.21 * * 200.00 * 2996.00 * 2997.26 * * 2997.38 * 0.021947 * 2.82 * * 500.00 * 2996.00 * 2997.65 * * 2997.88 * 0.023119 * 3.80 * * 1000.00 * 2996.00 * 2998.17 * * 2998.44 * 0.022695 * 4.11 * * 2000.00 * 2996.00 * 2998.66 * 2998.46 * 2999.09 * 0.021945 * 5.27 * * 3000.00 * 2996.00 * 2999.08 * 2998.83 * 2999.63 * 0.020349 * 5.95 * * 5700.00 * 2996.00 * 3000.00 * 2999.66 * 3000.78 * 0.018697 * 7.07 * * * * * * * * * * 10.00 * 2996.00 * 2996.33 * 2996.28 * 2996.38 * 0.032153 * 1.83 * * 100.00 * 2996.00 * 2997.01 * 2996.81 * 2997.11 * 0.032045 * 2.56 * * 200.00 * 2996.00 * 2997.20 * 2997.14 * 2997.36 * 0.032163 * 3.21 * * 500.00 * 2996.00 * 2997.57 * 2997.50 * 2997.85 * 0.032102 * 4.26 * * 1000.00 * 2996.00 * 2998.08 * 2997.90 * 2998.41 * 0.032096 * 4.58 * * 2000.00 * 2996.00 * 2998.51 * 2998.46 * 2999.05 * 0.032105 * 5.94 * * 3000.00 * 2996.00 * 2998.84 * 2998.83 * 2999.58 * 0.032138 * 6.90 * * 5700.00 * 2996.00 * 2999.66 * 2999.66 * 3000.72 * 0.029324 * 8.26 * * * * * * * * * * 10.00 * 2996.00 * 2996.37 * * 2996.41 * 0.018338 * 1.49 * * 100.00 * 2996.00 * 2997.07 * * 2997.14 * 0.019814 * 2.18 * * 200.00 * 2996.00 * 2997.26 * * 2997.39 * 0.021406 * 2.80 * * 500.00 * 2996.00 * 2997.66 * * 2997.88 * 0.022209 * 3.75 * * 1000.00 * 2996.00 * 2998.18 * * 2998.44 * 0.021961 * 4.07 * * Reach #12 * Reach-36-37-36 * 1205 379.84 * 290.01 * 0.81 * * Reach #12 * Reach-36-37-36 * 1205 493.78 * 301.58 * 0.84 * * Reach #12 * Reach-36-37-36 * 1205 804.60 * 350.47 * 0.82 * * * * * * * * Reach #12 * Reach-36-37-36 * 1200 5.69 * 27.52 * 0.68 * * Reach #12 * Reach-36-37-36 * 1200 40.62 * 118.48 * 0.74 * * Reach #12 * Reach-36-37-36 * 1200 64.75 * 134.31 * 0.78 * * Reach #12 * Reach-36-37-36 * 1200 122.08 * 165.98 * 0.84 * * Reach #12 * Reach-36-37-36 * 1200 226.56 * 275.11 * 0.86 * * Reach #12 * Reach-36-37-36 * 1200 349.13 * 287.09 * 0.92 * * Reach #12 * Reach-36-37-36 * 1200 451.39 * 296.71 * 0.95 * * Reach #12 * Reach-36-37-36 * 1200 695.62 * 334.14 * 1.00 * * * * * * * * Reach #12 * Reach-35-36-36 * 1205 6.52 * 29.36 * 0.57 * * Reach #12 * Reach-35-36-36 * 1205 34.24 * 66.06 * 0.71 * * Reach #12 * Reach-35-36-36 * 1205 69.90 * 137.45 * 0.71 * * Reach #12 * Reach-35-36-36 * 1205 131.08 * 170.41 * 0.77 * * Reach #12 * Reach-35-36-36 * 1205 248.14 * 277.26 * 0.75 * * Reach #12 * Reach-35-36-36 * 1205 384.95 * 290.50 * 0.80 * * Reach #12 * Reach-35-36-36 * 1205 506.71 * 303.77 * 0.81 * * Reach #12 * Reach-35-36-36 * 1205 805.80 * 350.64 * 0.82 * * * * * * * * Reach #12 * Reach-35-36-36 * 1200 5.16 * 26.29 * 0.77 * * Reach #12 * Reach-35-36-36 * 1200 28.69 * 60.52 * 0.89 * * Reach #12 * Reach-35-36-36 * 1200 59.22 * 130.85 * 0.88 * * Reach #12 * Reach-35-36-36 * 1200 111.32 * 160.51 * 0.95 * * 2000.00 * 2996.00 * 2998.66 * * 2999.09 * 0.021919 * 5.27 * * 3000.00 * 2996.00 * 2999.04 * * 2999.61 * 0.021674 * 6.08 * * 5700.00 * 2996.00 * 2999.99 * 2999.66 * 3000.77 * 0.018777 * 7.08 * * * * * * * * * * 10.00 * 2996.00 * 2996.34 * 2996.28 * 2996.39 * 0.028627 * 1.76 * * 100.00 * 2996.00 * 2997.02 * 2996.81 * 2997.12 * 0.028612 * 2.46 * * 200.00 * 2996.00 * 2997.22 * 2997.14 * 2997.36 * 0.028590 * 3.09 * * 500.00 * 2996.00 * 2997.60 * 2997.50 * 2997.86 * 0.028620 * 4.10 * * 1000.00 * 2996.00 * 2998.11 * 2997.90 * 2998.42 * 0.028590 * 4.41 * * 2000.00 * 2996.00 * 2998.55 * 2998.46 * 2999.06 * 0.028642 * 5.73 * * 3000.00 * 2996.00 * 2998.90 * 2998.83 * 2999.59 * 0.028603 * 6.65 * * 5700.00 * 2996.00 * 2999.68 * 2999.66 * 3000.72 * 0.028621 * 8.19 * * * * * * * * * * 10.00 * 2996.00 * 2996.37 * * 2996.40 * 0.019855 * 1.53 * * 100.00 * 2996.00 * 2996.95 * * 2997.08 * 0.023220 * 2.92 * * 200.00 * 2996.00 * 2997.25 * * 2997.38 * 0.022854 * 2.86 * * 500.00 * 2996.00 * 2997.65 * * 2997.88 * 0.023391 * 3.81 * * 1000.00 * 2996.00 * 2998.19 * 2997.89 * 2998.44 * 0.021332 * 4.03 * * 2000.00 * 2996.00 * 2998.67 * 2998.46 * 2999.09 * 0.021012 * 5.20 * * 3000.00 * 2996.00 * 2999.08 * 2998.83 * 2999.63 * 0.020077 * 5.92 * * 5700.00 * 2996.00 * 3000.00 * 2999.66 * 3000.78 * 0.018697 * 7.07 * * * * * * * * * * 10.00 * 2996.00 * 2996.32 * 2996.28 * 2996.38 * 0.037197 * 1.94 * * 100.00 * 2996.00 * 2996.86 * 2996.81 * 2997.05 * 0.037244 * 3.49 * * 200.00 * 2996.00 * 2997.17 * 2997.14 * 2997.35 * 0.037192 * 3.38 * * 500.00 * 2996.00 * 2997.53 * 2997.50 * 2997.84 * 0.037226 * 4.49 * * Reach #12 * Reach-35-36-36 * 1200 181.86 * 193.55 * 1.00 * * Reach #12 * Reach-35-36-36 * 1200 323.86 * 284.66 * 1.02 * * Reach #12 * Reach-35-36-36 * 1200 430.17 * 294.74 * 1.02 * * Reach #12 * Reach-35-36-36 * 1200 689.84 * 333.26 * 1.01 * * * * * * * * Reach #12 * Reach-35-36-35 * 1205 6.53 * 29.39 * 0.57 * * Reach #12 * Reach-35-36-35 * 1205 34.06 * 65.89 * 0.72 * * Reach #12 * Reach-35-36-35 * 1205 70.03 * 137.53 * 0.71 * * Reach #12 * Reach-35-36-35 * 1205 131.12 * 170.43 * 0.77 * * Reach #12 * Reach-35-36-35 * 1205 247.39 * 277.18 * 0.75 * * Reach #12 * Reach-35-36-35 * 1205 382.96 * 290.31 * 0.80 * * Reach #12 * Reach-35-36-35 * 1205 506.19 * 303.68 * 0.81 * * Reach #12 * Reach-35-36-35 * 1205 805.80 * 350.64 * 0.82 * * * * * * * * Reach #12 * Reach-35-36-35 * 1200 5.23 * 26.45 * 0.76 * * Reach #12 * Reach-35-36-35 * 1200 29.08 * 60.92 * 0.88 * * Reach #12 * Reach-35-36-35 * 1200 59.92 * 131.30 * 0.87 * * Reach #12 * Reach-35-36-35 * 1200 112.74 * 161.24 * 0.93 * * Reach #12 * Reach-35-36-35 * 1200 184.18 * 194.54 * 0.98 * * Reach #12 * Reach-35-36-35 * 1200 325.18 * 284.79 * 1.01 * * Reach #12 * Reach-35-36-35 * 1200 431.46 * 294.86 * 1.01 * * Reach #12 * Reach-35-36-35 * 1200 689.84 * 333.26 * 1.01 * * * * * * * * Reach #12 * Reach-34-35-35 * 1205 6.73 * 29.81 * 0.55 * * Reach #12 * Reach-34-35-35 * 1205 45.97 * 122.17 * 0.62 * * Reach #12 * Reach-34-35-35 * 1205 71.65 * 138.51 * 0.68 * * 1000.00 * 2996.00 * 2997.93 * 2997.90 * 2998.40 * 0.037223 * 5.50 * * 2000.00 * 2996.00 * 2998.46 * 2998.46 * 2999.05 * 0.036376 * 6.18 * * 3000.00 * 2996.00 * 2998.83 * 2998.83 * 2999.58 * 0.033287 * 6.97 * * 5700.00 * 2996.00 * 2999.66 * 2999.66 * 3000.72 * 0.029324 * 8.26 * * * * * * * * * * 10.00 * 2996.00 * 2996.37 * * 2996.40 * 0.019737 * 1.53 * * 100.00 * 2996.00 * 2996.95 * * 2997.08 * 0.023544 * 2.94 * * 200.00 * 2996.00 * 2997.25 * * 2997.38 * 0.022726 * 2.86 * * 500.00 * 2996.00 * 2997.65 * * 2997.88 * 0.023370 * 3.81 * * 1000.00 * 2996.00 * 2998.19 * 2997.90 * 2998.44 * 0.021539 * 4.04 * * 2000.00 * 2996.00 * 2998.67 * 2998.46 * 2999.09 * 0.021359 * 5.22 * * 3000.00 * 2996.00 * 2999.08 * 2998.83 * 2999.63 * 0.020138 * 5.93 * * 5700.00 * 2996.00 * 3000.00 * 2999.66 * 3000.78 * 0.018697 * 7.07 * * * * * * * * * * 10.00 * 2996.00 * 2996.32 * 2996.28 * 2996.38 * 0.035972 * 1.91 * * 100.00 * 2996.00 * 2996.87 * 2996.81 * 2997.05 * 0.035939 * 3.44 * * 200.00 * 2996.00 * 2997.18 * 2997.14 * 2997.35 * 0.035917 * 3.34 * * 500.00 * 2996.00 * 2997.54 * 2997.50 * 2997.85 * 0.035909 * 4.44 * * 1000.00 * 2996.00 * 2997.94 * 2997.90 * 2998.40 * 0.035926 * 5.43 * * 2000.00 * 2996.00 * 2998.47 * 2998.46 * 2999.05 * 0.035908 * 6.15 * * 3000.00 * 2996.00 * 2998.83 * 2998.83 * 2999.58 * 0.032973 * 6.95 * * 5700.00 * 2996.00 * 2999.66 * 2999.66 * 3000.72 * 0.029324 * 8.26 * * * * * * * * * * 10.00 * 2996.00 * 2996.37 * * 2996.41 * 0.018231 * 1.49 * * 100.00 * 2996.00 * 2997.07 * * 2997.14 * 0.019737 * 2.18 * * 200.00 * 2996.00 * 2997.27 * * 2997.39 * 0.021259 * 2.79 * * Reach #12 * Reach-34-35-35 * 1205 133.21 * 171.44 * 0.75 * * Reach #12 * Reach-34-35-35 * 1205 246.65 * 277.11 * 0.76 * * Reach #12 * Reach-34-35-35 * 1205 379.49 * 289.98 * 0.81 * * Reach #12 * Reach-34-35-35 * 1205 493.19 * 301.48 * 0.84 * * Reach #12 * Reach-34-35-35 * 1205 802.80 * 350.21 * 0.83 * * * * * * * * Reach #12 * Reach-34-35-35 * 1200 5.72 * 27.60 * 0.68 * * Reach #12 * Reach-34-35-35 * 1200 40.79 * 118.61 * 0.74 * * Reach #12 * Reach-34-35-35 * 1200 65.02 * 134.48 * 0.78 * * Reach #12 * Reach-34-35-35 * 1200 122.69 * 166.28 * 0.84 * * Reach #12 * Reach-34-35-35 * 1200 227.50 * 275.21 * 0.85 * * Reach #12 * Reach-34-35-35 * 1200 350.67 * 287.24 * 0.91 * * Reach #12 * Reach-34-35-35 * 1200 453.42 * 296.90 * 0.94 * * Reach #12 * Reach-34-35-35 * 1200 699.05 * 334.67 * 0.99 * * * * * * * * Reach #11 * Reach-20-26-26 * 1105 7.35 * 26.56 * 0.46 * * Reach #11 * Reach-20-26-26 * 1105 68.89 * 224.72 * 0.46 * * Reach #11 * Reach-20-26-26 * 1105 104.99 * 236.65 * 0.50 * * Reach #11 * Reach-20-26-26 * 1105 186.81 * 261.69 * 0.56 * * Reach #11 * Reach-20-26-26 * 1105 293.52 * 291.74 * 0.60 * * Reach #11 * Reach-20-26-26 * 1105 472.04 * 342.44 * 0.64 * * Reach #11 * Reach-20-26-26 * 1105 653.51 * 421.53 * 0.65 * * Reach #11 * Reach-20-26-26 * 1105 1060.55 * 503.94 * 0.69 * * * * * * * * Reach #11 * Reach-20-26-26 * 1100 6.90 * 25.89 * 0.50 * * Reach #11 * Reach-20-26-26 * 1100 65.01 * 223.40 * 0.50 * * 500.00 * 2996.00 * 2997.66 * * 2997.88 * 0.022347 * 3.75 * * 1000.00 * 2996.00 * 2998.19 * * 2998.44 * 0.021749 * 4.05 * * 2000.00 * 2996.00 * 2998.65 * * 2999.09 * 0.021984 * 5.27 * * 3000.00 * 2996.00 * 2999.04 * 2998.83 * 2999.61 * 0.021750 * 6.08 * * 5700.00 * 2996.00 * 2999.99 * 2999.66 * 3000.77 * 0.018898 * 7.10 * * * * * * * * * * 10.00 * 2996.00 * 2996.34 * 2996.28 * 2996.39 * 0.028175 * 1.75 * * 100.00 * 2996.00 * 2997.03 * 2996.81 * 2997.12 * 0.028247 * 2.45 * * 200.00 * 2996.00 * 2997.22 * 2997.14 * 2997.36 * 0.028252 * 3.08 * * 500.00 * 2996.00 * 2997.60 * 2997.50 * 2997.86 * 0.028218 * 4.08 * * 1000.00 * 2996.00 * 2998.12 * 2997.90 * 2998.42 * 0.028211 * 4.40 * * 2000.00 * 2996.00 * 2998.55 * 2998.46 * 2999.06 * 0.028243 * 5.70 * * 3000.00 * 2996.00 * 2998.91 * 2998.83 * 2999.59 * 0.028203 * 6.62 * * 5700.00 * 2996.00 * 2999.69 * 2999.67 * 3000.72 * 0.028215 * 8.15 * * * * * * * * * * 10.00 * 2646.00 * 2646.38 * * 2646.41 * 0.011626 * 1.36 * * 100.00 * 2646.00 * 2647.17 * * 2647.21 * 0.011546 * 1.45 * * 200.00 * 2646.00 * 2647.33 * * 2647.39 * 0.012147 * 1.90 * * 500.00 * 2646.00 * 2647.66 * * 2647.77 * 0.012718 * 2.68 * * 1000.00 * 2646.00 * 2648.04 * * 2648.22 * 0.013042 * 3.41 * * 2000.00 * 2646.00 * 2648.61 * * 2648.89 * 0.013255 * 4.24 * * 3000.00 * 2646.00 * 2649.10 * * 2649.42 * 0.013303 * 4.59 * * 6000.00 * 2646.00 * 2649.98 * * 2650.47 * 0.013442 * 5.66 * * * * * * * * * * 10.00 * 2646.00 * 2646.36 * 2646.24 * 2646.40 * 0.013906 * 1.45 * * 100.00 * 2646.00 * 2647.16 * 2647.04 * 2647.19 * 0.013900 * 1.54 * * Reach #11 * Reach-20-26-26 * 1100 100.56 * 235.22 * 0.54 * * Reach #11 * Reach-20-26-26 * 1100 181.46 * 260.13 * 0.58 * * Reach #11 * Reach-20-26-26 * 1100 287.13 * 289.76 * 0.62 * * Reach #11 * Reach-20-26-26 * 1100 464.20 * 340.37 * 0.65 * * Reach #11 * Reach-20-26-26 * 1100 643.56 * 419.31 * 0.66 * * Reach #11 * Reach-20-26-26 * 1100 1048.03 * 501.61 * 0.70 * * * * * * * * Reach #11 * Reach-20-26-20 * 1105 6.52 * 25.33 * 0.53 * * Reach #11 * Reach-20-26-20 * 1105 62.18 * 222.43 * 0.54 * * Reach #11 * Reach-20-26-20 * 1105 94.10 * 233.12 * 0.59 * * Reach #11 * Reach-20-26-20 * 1105 165.17 * 255.31 * 0.66 * * Reach #11 * Reach-20-26-20 * 1105 256.95 * 281.39 * 0.72 * * Reach #11 * Reach-20-26-20 * 1105 410.68 * 325.90 * 0.76 * * Reach #11 * Reach-20-26-20 * 1105 810.16 * 455.02 * 0.82 * * Reach #11 * Reach-20-26-20 * 1105 1070.66 * 505.82 * 0.84 * * * * * * * * Reach #11 * Reach-20-26-20 * 1100 5.86 * 24.32 * 0.61 * * Reach #11 * Reach-20-26-20 * 1100 56.34 * 220.42 * 0.62 * * Reach #11 * Reach-20-26-20 * 1100 86.96 * 230.77 * 0.66 * * Reach #11 * Reach-20-26-20 * 1100 156.24 * 252.63 * 0.72 * * Reach #11 * Reach-20-26-20 * 1100 246.16 * 278.45 * 0.76 * * Reach #11 * Reach-20-26-20 * 1100 395.43 * 321.66 * 0.80 * * Reach #11 * Reach-20-26-20 * 1100 783.22 * 449.44 * 0.85 * * Reach #11 * Reach-20-26-20 * 1100 1034.84 * 499.14 * 0.88 * * * * * * * * Reach #11 * Reach-19-20-20 * 1105 10.42 * 30.65 * 0.29 * * 200.00 * 2646.00 * 2647.31 * 2647.15 * 2647.37 * 0.013914 * 1.99 * * 500.00 * 2646.00 * 2647.64 * 2647.41 * 2647.76 * 0.013901 * 2.76 * * 1000.00 * 2646.00 * 2648.02 * 2647.70 * 2648.21 * 0.013908 * 3.48 * * 2000.00 * 2646.00 * 2648.58 * 2648.17 * 2648.87 * 0.013903 * 4.31 * * 3000.00 * 2646.00 * 2649.07 * 2648.56 * 2649.41 * 0.013903 * 4.66 * * 6000.00 * 2646.00 * 2649.95 * 2649.42 * 2650.46 * 0.013899 * 5.73 * * * * * * * * * * 10.00 * 2646.00 * 2646.35 * * 2646.39 * 0.016319 * 1.53 * * 100.00 * 2646.00 * 2647.14 * * 2647.18 * 0.016030 * 1.61 * * 200.00 * 2646.00 * 2647.28 * * 2647.35 * 0.017154 * 2.13 * * 500.00 * 2646.00 * 2647.57 * * 2647.72 * 0.018553 * 3.03 * * 1000.00 * 2646.00 * 2647.92 * * 2648.15 * 0.019366 * 3.89 * * 2000.00 * 2646.00 * 2648.42 * * 2648.79 * 0.019737 * 4.87 * * 5000.00 * 2646.00 * 2649.45 * * 2650.05 * 0.019992 * 6.17 * * 7420.00 * 2646.00 * 2650.00 * * 2650.74 * 0.020017 * 6.93 * * * * * * * * * * 10.00 * 2646.00 * 2646.32 * 2646.24 * 2646.37 * 0.022002 * 1.71 * * 100.00 * 2646.00 * 2647.12 * 2647.04 * 2647.17 * 0.021999 * 1.77 * * 200.00 * 2646.00 * 2647.25 * 2647.14 * 2647.34 * 0.022012 * 2.30 * * 500.00 * 2646.00 * 2647.54 * 2647.41 * 2647.70 * 0.022017 * 3.20 * * 1000.00 * 2646.00 * 2647.88 * 2647.71 * 2648.13 * 0.022034 * 4.06 * * 2000.00 * 2646.00 * 2648.38 * 2648.18 * 2648.77 * 0.022004 * 5.06 * * 5000.00 * 2646.00 * 2649.39 * 2649.19 * 2650.03 * 0.022012 * 6.38 * * 7420.00 * 2646.00 * 2649.92 * 2649.70 * 2650.72 * 0.022028 * 7.17 * * * * * * * * * * 10.00 * 2646.00 * 2646.49 * * 2646.50 * 0.004405 * 0.96 * * Reach #11 * Reach-19-20-20 * 1105 93.19 * 232.82 * 0.30 * * Reach #11 * Reach-19-20-20 * 1105 144.66 * 249.11 * 0.32 * * Reach #11 * Reach-19-20-20 * 1105 226.77 * 273.09 * 0.34 * * Reach #11 * Reach-19-20-20 * 1105 330.17 * 302.84 * 0.36 * * Reach #11 * Reach-19-20-20 * 1105 422.68 * 329.20 * 0.37 * * Reach #11 * Reach-19-20-20 * 1105 715.63 * 435.12 * 0.38 * * Reach #11 * Reach-19-20-20 * 1105 1061.54 * 504.13 * 0.40 * * * * * * * * Reach #11 * Reach-19-20-20 * 1100 10.25 * 30.44 * 0.30 * * Reach #11 * Reach-19-20-20 * 1100 91.99 * 232.43 * 0.30 * * Reach #11 * Reach-19-20-20 * 1100 143.33 * 248.70 * 0.32 * * Reach #11 * Reach-19-20-20 * 1100 225.30 * 272.68 * 0.34 * * Reach #11 * Reach-19-20-20 * 1100 328.47 * 302.34 * 0.36 * * Reach #11 * Reach-19-20-20 * 1100 420.83 * 328.70 * 0.37 * * Reach #11 * Reach-19-20-20 * 1100 713.08 * 434.57 * 0.39 * * Reach #11 * Reach-19-20-20 * 1100 1058.46 * 503.55 * 0.40 * * * * * * * * Reach #10 * Reach-23-24-24 * 1005 7.36 * 32.51 * 0.50 * * Reach #10 * Reach-23-24-24 * 1005 38.67 * 72.88 * 0.63 * * Reach #10 * Reach-23-24-24 * 1005 61.07 * 82.04 * 0.67 * * Reach #10 * Reach-23-24-24 * 1005 112.22 * 97.17 * 0.73 * * Reach #10 * Reach-23-24-24 * 1005 196.04 * 139.63 * 0.76 * * Reach #10 * Reach-23-24-24 * 1005 312.87 * 160.53 * 0.81 * * Reach #10 * Reach-23-24-24 * 1005 417.18 * 179.52 * 0.83 * * Reach #10 * Reach-23-24-24 * 1005 709.39 * 358.87 * 0.81 * * * * * * * * 100.00 * 2646.00 * 2647.28 * * 2647.30 * 0.004422 * 1.07 * * 200.00 * 2646.00 * 2647.49 * * 2647.52 * 0.004469 * 1.38 * * 400.00 * 2646.00 * 2647.81 * * 2647.86 * 0.004516 * 1.76 * * 700.00 * 2646.00 * 2648.17 * * 2648.24 * 0.004537 * 2.12 * * 1000.00 * 2646.00 * 2648.46 * * 2648.55 * 0.004543 * 2.37 * * 2000.00 * 2646.00 * 2649.24 * * 2649.36 * 0.004557 * 2.79 * * 3500.00 * 2646.00 * 2649.98 * * 2650.15 * 0.004562 * 3.30 * * * * * * * * * * 10.00 * 2646.00 * 2646.48 * 2646.24 * 2646.50 * 0.004603 * 0.98 * * 100.00 * 2646.00 * 2647.27 * 2647.04 * 2647.29 * 0.004606 * 1.09 * * 200.00 * 2646.00 * 2647.49 * 2647.15 * 2647.52 * 0.004599 * 1.40 * * 400.00 * 2646.00 * 2647.80 * 2647.33 * 2647.85 * 0.004605 * 1.78 * * 700.00 * 2646.00 * 2648.16 * 2647.55 * 2648.23 * 0.004606 * 2.13 * * 1000.00 * 2646.00 * 2648.46 * 2647.70 * 2648.54 * 0.004601 * 2.38 * * 2000.00 * 2646.00 * 2649.24 * 2648.17 * 2649.36 * 0.004604 * 2.80 * * 3500.00 * 2646.00 * 2649.97 * 2648.71 * 2650.14 * 0.004600 * 3.31 * * * * * * * * * * 10.00 * 2645.00 * 2645.37 * * 2645.40 * 0.015144 * 1.36 * * 100.00 * 2645.00 * 2645.96 * * 2646.07 * 0.017632 * 2.59 * * 200.00 * 2645.00 * 2646.25 * * 2646.42 * 0.018018 * 3.27 * * 500.00 * 2645.00 * 2646.82 * * 2647.13 * 0.018581 * 4.46 * * 1000.00 * 2645.00 * 2647.49 * * 2647.90 * 0.018775 * 5.10 * * 2000.00 * 2645.00 * 2648.27 * * 2648.91 * 0.019046 * 6.39 * * 3000.00 * 2645.00 * 2648.89 * * 2649.69 * 0.019066 * 7.19 * * 4610.00 * 2645.00 * 2650.00 * * 2650.66 * 0.019299 * 6.50 * * * * * * * * * * Reach #10 * Reach-23-24-24 * 1000 6.58 * 30.83 * 0.58 * * Reach #10 * Reach-23-24-24 * 1000 36.53 * 70.86 * 0.67 * * Reach #10 * Reach-23-24-24 * 1000 58.50 * 81.21 * 0.71 * * Reach #10 * Reach-23-24-24 * 1000 108.49 * 96.15 * 0.76 * * Reach #10 * Reach-23-24-24 * 1000 190.36 * 138.64 * 0.79 * * Reach #10 * Reach-23-24-24 * 1000 304.76 * 158.95 * 0.84 * * Reach #10 * Reach-23-24-24 * 1000 406.50 * 177.67 * 0.86 * * Reach #10 * Reach-23-24-24 * 1000 689.15 * 349.29 * 0.84 * * * * * * * * Reach #10 * Reach-23-24-23 * 1005 7.07 * 31.89 * 0.53 * * Reach #10 * Reach-23-24-23 * 1005 37.00 * 71.30 * 0.66 * * Reach #10 * Reach-23-24-23 * 1005 58.66 * 81.26 * 0.71 * * Reach #10 * Reach-23-24-23 * 1005 107.86 * 95.97 * 0.77 * * Reach #10 * Reach-23-24-23 * 1005 188.61 * 138.32 * 0.80 * * Reach #10 * Reach-23-24-23 * 1005 302.12 * 158.44 * 0.84 * * Reach #10 * Reach-23-24-23 * 1005 405.50 * 177.49 * 0.86 * * Reach #10 * Reach-23-24-23 * 1005 705.98 * 357.67 * 0.86 * * * * * * * * Reach #10 * Reach-23-24-23 * 1000 6.17 * 29.92 * 0.63 * * Reach #10 * Reach-23-24-23 * 1000 34.25 * 68.63 * 0.73 * * Reach #10 * Reach-23-24-23 * 1000 55.21 * 80.13 * 0.77 * * Reach #10 * Reach-23-24-23 * 1000 102.21 * 94.40 * 0.83 * * Reach #10 * Reach-23-24-23 * 1000 179.64 * 136.73 * 0.86 * * Reach #10 * Reach-23-24-23 * 1000 286.61 * 155.38 * 0.91 * * Reach #10 * Reach-23-24-23 * 1000 381.91 * 173.33 * 0.93 * * Reach #10 * Reach-23-24-23 * 1000 663.87 * 336.33 * 0.92 * * 10.00 * 2645.00 * 2645.34 * 2645.26 * 2645.38 * 0.020509 * 1.52 * * 100.00 * 2645.00 * 2645.93 * 2645.78 * 2646.05 * 0.020531 * 2.74 * * 200.00 * 2645.00 * 2646.22 * 2646.05 * 2646.40 * 0.020512 * 3.42 * * 500.00 * 2645.00 * 2646.78 * 2646.56 * 2647.11 * 0.020504 * 4.61 * * 1000.00 * 2645.00 * 2647.45 * 2647.23 * 2647.88 * 0.020508 * 5.25 * * 2000.00 * 2645.00 * 2648.22 * 2647.96 * 2648.89 * 0.020518 * 6.56 * * 3000.00 * 2645.00 * 2648.83 * 2648.56 * 2649.67 * 0.020502 * 7.38 * * 4610.00 * 2645.00 * 2649.95 * 2649.57 * 2650.64 * 0.020501 * 6.69 * * * * * * * * * * 10.00 * 2645.00 * 2645.36 * * 2645.39 * 0.016888 * 1.41 * * 100.00 * 2645.00 * 2645.94 * * 2646.05 * 0.019843 * 2.70 * * 200.00 * 2645.00 * 2646.22 * * 2646.40 * 0.020345 * 3.41 * * 500.00 * 2645.00 * 2646.77 * * 2647.11 * 0.020858 * 4.64 * * 1000.00 * 2645.00 * 2647.44 * * 2647.88 * 0.021089 * 5.30 * * 2000.00 * 2645.00 * 2648.21 * * 2648.89 * 0.021029 * 6.62 * * 3000.00 * 2645.00 * 2648.82 * * 2649.67 * 0.020644 * 7.40 * * 4850.00 * 2645.00 * 2649.99 * * 2650.73 * 0.021609 * 6.87 * * * * * * * * * * 10.00 * 2645.00 * 2645.33 * 2645.26 * 2645.37 * 0.024388 * 1.62 * * 100.00 * 2645.00 * 2645.90 * 2645.78 * 2646.03 * 0.024396 * 2.92 * * 200.00 * 2645.00 * 2646.18 * 2646.05 * 2646.38 * 0.024434 * 3.62 * * 500.00 * 2645.00 * 2646.72 * 2646.57 * 2647.09 * 0.024408 * 4.89 * * 1000.00 * 2645.00 * 2647.37 * 2647.23 * 2647.86 * 0.024424 * 5.57 * * 2000.00 * 2645.00 * 2648.11 * 2647.96 * 2648.86 * 0.024425 * 6.98 * * 3000.00 * 2645.00 * 2648.69 * 2648.56 * 2649.65 * 0.024424 * 7.86 * * 4850.00 * 2645.00 * 2649.87 * 2649.69 * 2650.70 * 0.024438 * 7.31 * * * * * * Reach #10 * Reach-19 7.05 * 31.86 * * Reach #10 * Reach-19 36.86 * 71.17 * * Reach #10 * Reach-19 58.52 * 81.21 * * Reach #10 * Reach-19 107.48 * 95.87 * * Reach #10 * Reach-19 188.61 * 138.32 * * Reach #10 * Reach-19 301.23 * 158.27 * * Reach #10 * Reach-19 404.64 * 177.34 * * Reach #10 * Reach-19 710.09 * 358.87 * * * * * * Reach #10 * Reach-19 6.14 * 29.84 * * Reach #10 * Reach-19 34.02 * 68.40 * * Reach #10 * Reach-19 54.94 * 80.04 * * Reach #10 * Reach-19 101.63 * 94.24 * * Reach #10 * Reach-19 178.67 * 136.56 * * Reach #10 * Reach-19 284.98 * 155.05 * * Reach #10 * Reach-19 379.71 * 172.94 * * Reach #10 * Reach-19 665.43 * 337.14 * * * * * * Reach #1 * Reach-51 7.69 * 37.70 * * Reach #1 * Reach-51 19.45 * 41.30 * * Reach #1 * Reach-51 29.86 * 44.24 * * Reach #1 * Reach-51 86.10 * 207.46 * * Reach #1 * Reach-51 130.03 * 214.98 * * Reach #1 * Reach-51 165.90 * 220.92 * * Reach #1 * Reach-51 198.70 * 226.22 * * * * * * * * * * * 10.00 * 2645.00 * 2645.36 * * 2645.39 * 0.016989 * 1.42 * * 100.00 * 2645.00 * 2645.94 * * 2646.05 * 0.020044 * 2.71 * * 200.00 * 2645.00 * 2646.22 * * 2646.40 * 0.020491 * 3.42 * * 500.00 * 2645.00 * 2646.77 * * 2647.11 * 0.021071 * 4.65 * * 1000.00 * 2645.00 * 2647.44 * * 2647.88 * 0.021089 * 5.30 * * 2000.00 * 2645.00 * 2648.20 * * 2648.89 * 0.021206 * 6.64 * * 3000.00 * 2645.00 * 2648.82 * * 2649.67 * 0.020768 * 7.41 * * 4900.00 * 2645.00 * 2650.01 * * 2650.74 * 0.021732 * 6.90 * * * * * * * * * * 10.00 * 2645.00 * 2645.33 * 2645.26 * 2645.37 * 0.024783 * 1.63 * * 100.00 * 2645.00 * 2645.90 * 2645.78 * 2646.03 * 0.024848 * 2.94 * * 200.00 * 2645.00 * 2646.17 * 2646.05 * 2646.38 * 0.024805 * 3.64 * * 500.00 * 2645.00 * 2646.71 * 2646.56 * 2647.09 * 0.024815 * 4.92 * * 1000.00 * 2645.00 * 2647.37 * 2647.23 * 2647.85 * 0.024826 * 5.60 * * 2000.00 * 2645.00 * 2648.10 * 2647.96 * 2648.86 * 0.024824 * 7.02 * * 3000.00 * 2645.00 * 2648.68 * 2648.56 * 2649.65 * 0.024823 * 7.90 * * 4900.00 * 2645.00 * 2649.88 * 2649.71 * 2650.72 * 0.024830 * 7.36 * * * * * * * * * * 10.00 * 2788.00 * 2788.21 * * 2788.24 * 0.015951 * 1.30 * * 50.00 * 2788.00 * 2788.51 * * 2788.61 * 0.020486 * 2.57 * * 100.00 * 2788.00 * 2788.75 * * 2788.93 * 0.021538 * 3.35 * * 200.00 * 2788.00 * 2789.22 * * 2789.30 * 0.019763 * 2.32 * * 400.00 * 2788.00 * 2789.43 * * 2789.58 * 0.020974 * 3.08 * * 600.00 * 2788.00 * 2789.59 * * 2789.80 * 0.021731 * 3.62 * * 800.00 * 2788.00 * 2789.74 * * 2789.99 * 0.021853 * 4.03 * * * 1005 0.53 * * 1005 0.66 * * 1005 0.71 * * 1005 0.77 * * 1005 0.80 * * 1005 0.85 * * 1005 0.86 * * 1005 0.86 * * * * 1000 0.63 * * 1000 0.73 * * 1000 0.77 * * 1000 0.83 * * 1000 0.86 * * 1000 0.91 * * 1000 0.94 * * 1000 0.92 * * * * 105 0.51 * * 105 0.66 * * 105 0.72 * * 105 0.64 * * 105 0.70 * * 105 0.74 * * 105 0.76 * * Reach #1 * Reach-51 * 105 * 1200.00 * 2788.00 * 2789.99 * * 2790.33 * 0.022091 * 4.68 * 256.61 * 235.28 * 0.79 * * * * * * * * * * * * * * * * Reach #1 * Reach-51 * 100 * 10.00 * 2788.00 * 2788.18 * 2788.14 * 2788.22 * 0.028192 * 1.55 * 6.46 * 37.30 * 0.66 * * Reach #1 * Reach-51 * 100 * 50.00 * 2788.00 * 2788.46 * 2788.39 * 2788.59 * 0.028195 * 2.84 * 17.57 * 40.74 * 0.76 * * Reach #1 * Reach-51 * 100 * 100.00 * 2788.00 * 2788.70 * 2788.61 * 2788.90 * 0.028214 * 3.65 * 27.36 * 43.55 * 0.81 * * Reach #1 * Reach-51 * 100 * 200.00 * 2788.00 * 2789.18 * 2789.10 * 2789.28 * 0.028244 * 2.59 * 77.12 * 205.89 * 0.75 * * Reach #1 * Reach-51 * 100 * 400.00 * 2788.00 * 2789.38 * 2789.28 * 2789.55 * 0.028250 * 3.38 * 118.49 * 213.03 * 0.80 * * Reach #1 * Reach-51 * 100 * 600.00 * 2788.00 * 2789.53 * 2789.45 * 2789.77 * 0.028213 * 3.93 * 152.80 * 218.77 * 0.83 * * Reach #1 * Reach-51 * 100 * 800.00 * 2788.00 * 2789.67 * 2789.57 * 2789.97 * 0.028222 * 4.37 * 183.21 * 223.73 * 0.85 * * Reach #1 * Reach-51 * 100 * 1200.00 * 2788.00 * 2789.91 * 2789.81 * 2790.31 * 0.028203 * 5.06 * 237.26 * 232.29 * 0.88 * ************************************************************************************************************************************* *********************************** Profile Output Table - Standard Table 2 ************************************************************************************************************************************* ***************** * River * Reach * River Sta * E.G. Elev * W.S. Elev * Vel Head * Frctn Loss * C & E Loss * Q Left * Q Channel * Q Right * Top Width * * * * * (ft) * (ft) * (ft) * (ft) * (ft) * (cfs) * (cfs) * (cfs) * (ft) * ************************************************************************************************************************************* ***************** * Reach #9 * Reach-24 * 905 * 2627.31 * 2627.29 * 0.01 * 0.01 * 0.00 * * 10.00 * * 57.07 * * Reach #9 * Reach-24 * 905 * 2627.84 * 2627.79 * 0.05 * 0.01 * 0.00 * * 100.00 * * 128.33 * * Reach #9 * Reach-24 * 905 * 2628.15 * 2628.12 * 0.02 * 0.01 * 0.00 * * 200.00 * * 675.65 * * Reach #9 * Reach-24 * 905 * 2628.35 * 2628.30 * 0.05 * 0.01 * 0.00 * * 500.00 * * 691.79 * * Reach #9 * Reach-24 * 905 * 2628.60 * 2628.52 * 0.08 * 0.01 * 0.00 * * 1000.00 * * 711.23 * * Reach #9 * Reach-24 * 905 * 2628.97 * 2628.84 * 0.14 * 0.01 * 0.00 * * 2000.00 * * 740.37 * * Reach #9 * Reach-24 * 905 * 2629.55 * 2629.37 * 0.18 * 0.01 * 0.00 * * 4000.00 * * 1048.08 * * Reach #9 * Reach-24 * 905 * 2630.29 * 2629.98 * 0.31 * 0.01 * 0.00 * * 8200.00 * * 1126.23 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #9 55.02 Reach #9 125.78 Reach #9 674.30 Reach #9 690.24 Reach #9 709.52 Reach #9 738.53 Reach #9 1045.43 Reach #9 1123.40 * Reach-24 * 900 * 2627.30 * 2627.28 * 0.02 * * * * 10.00 * * Reach-24 * 900 * 2627.82 * 2627.77 * 0.05 * * * * 100.00 * * Reach-24 * 900 * 2628.13 * 2628.11 * 0.02 * * * * 200.00 * * Reach-24 * 900 * 2628.33 * 2628.28 * 0.05 * * * * 500.00 * * Reach-24 * 900 * 2628.58 * 2628.50 * 0.08 * * * * 1000.00 * * Reach-24 * 900 * 2628.96 * 2628.82 * 0.14 * * * * 2000.00 * * Reach-24 * 900 * 2629.53 * 2629.34 * 0.19 * * * * 4000.00 * * Reach-24 * 900 * 2630.28 * 2629.96 * 0.32 * * * * 8200.00 * * * * * * * * * * * * Reach-14 * 905 * 2627.28 * 2627.26 * 0.02 * 0.02 * 0.00 * * 10.00 * * Reach-14 * 905 * 2627.77 * 2627.69 * 0.08 * 0.02 * 0.00 * * 100.00 * * Reach-14 * 905 * 2628.30 * 2628.23 * 0.07 * 0.02 * 0.00 * * 500.00 * * Reach-14 * 905 * 2628.52 * 2628.40 * 0.12 * 0.02 * 0.00 * * 1000.00 * * Reach-14 * 905 * 2628.87 * 2628.66 * 0.21 * 0.03 * 0.00 * * 2000.00 * * Reach-14 * 905 * 2629.62 * 2629.29 * 0.33 * 0.03 * 0.01 * * 5000.00 * * Reach-14 * 905 * 2630.11 * 2629.65 * 0.46 * 0.03 * 0.01 * * 8000.00 * * Reach-14 * 905 * 2630.58 * 2630.00 * 0.58 * 0.03 * 0.01 * * 11380.00 * * * * * * * * * * * * Reach-14 * 900 * 2627.26 * 2627.23 * 0.03 * * * * 10.00 * * Reach-14 * 900 * 2627.74 * 2627.64 * 0.10 * * * * 100.00 * * Reach-14 * 900 * 2628.27 * 2628.19 * 0.09 * * * * 500.00 * * Reach-14 * 900 * 2628.50 * 2628.35 * 0.15 * * * * 1000.00 * * Reach-14 * 900 * 2628.85 * 2628.60 * 0.25 * * * * 2000.00 * * Reach-14 * 900 * 2629.59 * 2629.20 * 0.39 * * * * 5000.00 * * Reach-14 * 900 * 2630.08 * 2629.53 * 0.55 * * * * 8000.00 * * Reach-14 * 900 * 2630.55 * 2629.84 * 0.71 * * * * 11380.00 * * * * * * * * * * Reach #9 52.16 Reach #9 113.79 Reach #9 685.23 Reach #9 700.96 Reach #9 724.61 Reach #9 1038.50 Reach #9 1084.24 Reach #9 1128.43 * * * * * * * * * Reach #9 47.31 Reach #9 106.71 Reach #9 681.37 Reach #9 696.20 Reach #9 718.50 Reach #9 1026.95 Reach #9 1068.63 Reach #9 1108.06 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach-13 * 905 * 2627.28 * 2627.26 * 0.02 * 0.02 * 0.00 * * 10.00 * * Reach-13 * 905 * 2627.77 * 2627.69 * 0.08 * 0.02 * 0.00 * * 100.00 * * Reach-13 * 905 * 2628.30 * 2628.24 * 0.06 * 0.02 * 0.00 * * 500.00 * * Reach-13 * 905 * 2628.53 * 2628.41 * 0.11 * 0.02 * 0.00 * * 1000.00 * * Reach-13 * 905 * 2628.88 * 2628.68 * 0.20 * 0.02 * 0.00 * * 2000.00 * * Reach-13 * 905 * 2629.62 * 2629.30 * 0.32 * 0.02 * 0.00 * * 5000.00 * * Reach-13 * 905 * 2630.11 * 2629.67 * 0.45 * 0.02 * 0.01 * * 8000.00 * * Reach-13 * 905 * 2630.58 * 2630.00 * 0.57 * 0.02 * 0.01 * * 11340.00 * * * * * * * * * * * * Reach-13 * 900 * 2627.26 * 2627.23 * 0.03 * * * * 10.00 * * Reach-13 * 900 * 2627.75 * 2627.66 * 0.09 * * * * 100.00 * * Reach-13 * 900 * 2628.28 * 2628.20 * 0.08 * * * * 500.00 * * Reach-13 * 900 * 2628.51 * 2628.37 * 0.14 * * * * 1000.00 * * Reach-13 * 900 * 2628.86 * 2628.63 * 0.23 * * * * 2000.00 * * Reach-13 * 900 * 2629.60 * 2629.24 * 0.36 * * * * 5000.00 * * Reach-13 * 900 * 2630.09 * 2629.58 * 0.51 * * * * 8000.00 * * Reach-13 * 900 * 2630.55 * 2629.90 * 0.65 * * * * 11340.00 * * * * * * * * * * * * Reach-32 * 805 * 2606.25 * 2606.23 * 0.02 * 0.02 * 0.00 * * 10.00 * * Reach-32 * 805 * 2606.74 * 2606.67 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-32 * 805 * 2607.01 * 2606.91 * 0.11 * 0.02 * 0.00 * * 200.00 * * Reach-32 * 805 * 2607.44 * 2607.32 * 0.11 * 0.02 * 0.00 * * 500.00 * * Reach-32 * 805 * 2607.81 * 2607.64 * 0.17 * 0.02 * 0.00 * * 1000.00 * * Reach-32 * 805 * 2608.32 * 2608.06 * 0.26 * 0.02 * 0.00 * * 2000.00 * * Reach-32 * 805 * 2609.30 * 2608.82 * 0.48 * 0.02 * 0.00 * * 5000.00 * * Reach #9 52.62 Reach #9 114.92 Reach #9 685.85 Reach #9 701.94 Reach #9 725.77 Reach #9 1040.13 Reach #9 1085.94 Reach #9 1128.43 * * * * * * * * * Reach #9 48.37 Reach #9 109.37 Reach #9 682.57 Reach #9 697.97 Reach #9 721.18 Reach #9 1032.22 Reach #9 1075.50 Reach #9 1116.06 * * * * * * * * * Reach #8 55.23 Reach #8 111.39 Reach #8 141.49 Reach #8 332.66 Reach #8 404.21 Reach #8 493.26 Reach #8 579.17 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #8 * 709.36 * * * Reach #8 * 52.24 * Reach #8 * 107.68 * Reach #8 * 137.56 * Reach #8 * 325.62 * Reach #8 * 395.95 * Reach #8 * 488.87 * Reach #8 * 573.55 * Reach #8 * 703.40 * * * Reach #8 * 58.04 * Reach #8 * 120.58 * Reach #8 * 281.67 * Reach #8 * 354.55 * Reach #8 * 434.30 * Reach #8 * 512.04 * Reach #8 * 639.16 * Reach #8 * 710.30 * * * Reach #8 * 56.26 * Reach #8 * 118.46 * Reach #8 * 277.95 * Reach #8 * 350.61 * Reach #8 * 430.14 * Reach #8 * 509.87 * Reach-32 * 805 * 2610.79 * 2609.97 * 0.82 * 0.02 * 0.01 * * 12000.00 * * * * * * * * * * Reach-32 * 800 * 2606.23 * 2606.21 * 0.02 * * * * 10.00 * Reach-32 * 800 * 2606.73 * 2606.64 * 0.08 * * * * 100.00 * Reach-32 * 800 * 2607.00 * 2606.87 * 0.12 * * * * 200.00 * Reach-32 * 800 * 2607.42 * 2607.29 * 0.13 * * * * 500.00 * Reach-32 * 800 * 2607.79 * 2607.60 * 0.19 * * * * 1000.00 * Reach-32 * 800 * 2608.30 * 2608.02 * 0.28 * * * * 2000.00 * Reach-32 * 800 * 2609.28 * 2608.77 * 0.51 * * * * 5000.00 * Reach-32 * 800 * 2610.77 * 2609.90 * 0.87 * * * * 12000.00 * * * * * * * * * * Reach-31-32-32 * 805 * 2606.27 * 2606.25 * 0.01 * 0.01 * 0.00 * * 10.00 * Reach-31-32-32 * 805 * 2606.79 * 2606.74 * 0.05 * 0.01 * 0.00 * * 100.00 * Reach-31-32-32 * 805 * 2607.14 * 2607.10 * 0.05 * 0.01 * 0.00 * * 200.00 * Reach-31-32-32 * 805 * 2607.50 * 2607.42 * 0.08 * 0.01 * 0.00 * * 500.00 * Reach-31-32-32 * 805 * 2607.89 * 2607.77 * 0.12 * 0.01 * 0.00 * * 1000.00 * Reach-31-32-32 * 805 * 2608.41 * 2608.23 * 0.19 * 0.01 * 0.00 * * 2000.00 * Reach-31-32-32 * 805 * 2609.46 * 2609.13 * 0.33 * 0.01 * 0.00 * * 5000.00 * Reach-31-32-32 * 805 * 2610.49 * 2609.98 * 0.51 * 0.01 * 0.00 * * 9500.00 * * * * * * * * * * Reach-31-32-32 * 800 * 2606.25 * 2606.24 * 0.02 * * * * 10.00 * Reach-31-32-32 * 800 * 2606.78 * 2606.73 * 0.06 * * * * 100.00 * Reach-31-32-32 * 800 * 2607.13 * 2607.08 * 0.05 * * * * 200.00 * Reach-31-32-32 * 800 * 2607.49 * 2607.40 * 0.09 * * * * 500.00 * Reach-31-32-32 * 800 * 2607.88 * 2607.75 * 0.13 * * * * 1000.00 * Reach-31-32-32 * 800 * 2608.40 * 2608.21 * 0.19 * * * * 2000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #8 * 637.45 * Reach #8 * 708.49 * * * Reach #8 * 53.95 * Reach #8 * 111.88 * Reach #8 * 142.55 * Reach #8 * 334.49 * Reach #8 * 406.04 * Reach #8 * 494.38 * Reach #8 * 581.06 * Reach #8 * 710.98 * * * Reach #8 * 44.51 * Reach #8 * 108.49 * Reach #8 * 138.65 * Reach #8 * 327.50 * Reach #8 * 398.55 * Reach #8 * 490.43 * Reach #8 * 576.10 * Reach #8 * 706.20 * * * Reach #8 * 55.70 * Reach #8 * 113.07 * Reach #8 * 143.83 * Reach #8 * 336.70 * Reach #8 * 409.19 * Reach-31-32-32 * 800 * 2609.44 * 2609.11 * 0.34 * * * * 5000.00 * Reach-31-32-32 * 800 * 2610.47 * 2609.96 * 0.52 * * * * 9500.00 * * * * * * * * * * Reach-30-32-32 * 805 * 2606.24 * 2606.22 * 0.02 * 0.03 * 0.00 * * 10.00 * Reach-30-32-32 * 805 * 2606.75 * 2606.67 * 0.07 * 0.02 * 0.00 * * 100.00 * Reach-30-32-32 * 805 * 2607.02 * 2606.91 * 0.10 * 0.02 * 0.00 * * 200.00 * Reach-30-32-32 * 805 * 2607.44 * 2607.33 * 0.11 * 0.02 * 0.00 * * 500.00 * Reach-30-32-32 * 805 * 2607.81 * 2607.65 * 0.17 * 0.02 * 0.00 * * 1000.00 * Reach-30-32-32 * 805 * 2608.32 * 2608.07 * 0.25 * 0.02 * 0.00 * * 2000.00 * Reach-30-32-32 * 805 * 2609.31 * 2608.84 * 0.47 * 0.02 * 0.00 * * 5000.00 * Reach-30-32-32 * 805 * 2610.79 * 2609.99 * 0.81 * 0.02 * 0.00 * * 12000.00 * * * * * * * * * * Reach-30-32-32 * 800 * 2606.21 * 2606.15 * 0.06 * * * * 10.00 * Reach-30-32-32 * 800 * 2606.73 * 2606.65 * 0.08 * * * * 100.00 * Reach-30-32-32 * 800 * 2607.00 * 2606.88 * 0.12 * * * * 200.00 * Reach-30-32-32 * 800 * 2607.42 * 2607.30 * 0.12 * * * * 500.00 * Reach-30-32-32 * 800 * 2607.80 * 2607.61 * 0.18 * * * * 1000.00 * Reach-30-32-32 * 800 * 2608.30 * 2608.03 * 0.27 * * * * 2000.00 * Reach-30-32-32 * 800 * 2609.29 * 2608.80 * 0.49 * * * * 5000.00 * Reach-30-32-32 * 800 * 2610.78 * 2609.93 * 0.85 * * * * 12000.00 * * * * * * * * * * Reach-30-32-2830 * 805 * 2606.25 * 2606.23 * 0.02 * 0.02 * 0.00 * * 10.00 * Reach-30-32-2830 * 805 * 2606.75 * 2606.68 * 0.07 * 0.02 * 0.00 * * 100.00 * Reach-30-32-2830 * 805 * 2607.02 * 2606.92 * 0.10 * 0.02 * 0.00 * * 200.00 * Reach-30-32-2830 * 805 * 2607.45 * 2607.34 * 0.11 * 0.02 * 0.00 * * 500.00 * Reach-30-32-2830 * 805 * 2607.82 * 2607.66 * 0.16 * 0.02 * 0.00 * * 1000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #8 * Reach-30-32-2830 496.35 * Reach #8 * Reach-30-32-2830 584.49 * Reach #8 * Reach-30-32-2830 709.73 * * * Reach #8 * Reach-30-32-2830 53.05 * Reach #8 * Reach-30-32-2830 109.86 * Reach #8 * Reach-30-32-2830 140.46 * Reach #8 * Reach-30-32-2830 330.66 * Reach #8 * Reach-30-32-2830 402.82 * Reach #8 * Reach-30-32-2830 493.06 * Reach #8 * Reach-30-32-2830 580.35 * Reach #8 * Reach-30-32-2830 705.83 * * * Reach #8 * Reach-30 59.19 * Reach #8 * Reach-30 124.10 * Reach #8 * Reach-30 286.93 * Reach #8 * Reach-30 363.08 * Reach #8 * Reach-30 446.11 * Reach #8 * Reach-30 519.44 * Reach #8 * Reach-30 647.61 * Reach #8 * Reach-30 712.00 * * * Reach #8 * Reach-30 57.76 * Reach #8 * Reach-30 122.45 * Reach #8 * Reach-30 284.00 * Reach #8 * Reach-30 359.98 * * 805 * 2608.33 * 2608.09 * 0.24 * 0.02 * 0.00 * * 2000.00 * * 805 * 2609.32 * 2608.87 * 0.45 * 0.02 * 0.00 * * 5000.00 * * 805 * 2610.73 * 2609.97 * 0.76 * 0.02 * 0.00 * * 11550.00 * * * * * * * * * * * 800 * 2606.23 * 2606.21 * 0.02 * * * * 10.00 * * 800 * 2606.74 * 2606.66 * 0.08 * * * * 100.00 * * 800 * 2607.01 * 2606.90 * 0.11 * * * * 200.00 * * 800 * 2607.43 * 2607.31 * 0.12 * * * * 500.00 * * 800 * 2607.81 * 2607.63 * 0.17 * * * * 1000.00 * * 800 * 2608.32 * 2608.06 * 0.26 * * * * 2000.00 * * 800 * 2609.31 * 2608.83 * 0.47 * * * * 5000.00 * * 800 * 2610.71 * 2609.92 * 0.79 * * * * 11550.00 * * * * * * * * * * * 805 * 2606.27 * 2606.26 * 0.01 * 0.01 * 0.00 * * 10.00 * * 805 * 2606.82 * 2606.77 * 0.05 * 0.01 * 0.00 * * 100.00 * * 805 * 2607.16 * 2607.12 * 0.04 * 0.01 * 0.00 * * 200.00 * * 805 * 2607.53 * 2607.46 * 0.07 * 0.01 * 0.00 * * 500.00 * * 805 * 2607.93 * 2607.82 * 0.11 * 0.01 * 0.00 * * 1000.00 * * 805 * 2608.46 * 2608.29 * 0.17 * 0.01 * 0.00 * * 2000.00 * * 805 * 2609.52 * 2609.23 * 0.29 * 0.01 * 0.00 * * 5000.00 * * 805 * 2610.43 * 2610.00 * 0.43 * 0.01 * 0.00 * * 8800.00 * * * * * * * * * * * 800 * 2606.26 * 2606.25 * 0.01 * * * * 10.00 * * 800 * 2606.81 * 2606.76 * 0.05 * * * * 100.00 * * 800 * 2607.15 * 2607.11 * 0.04 * * * * 200.00 * * 800 * 2607.52 * 2607.44 * 0.08 * * * * 500.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #8 442.89 Reach #8 517.80 Reach #8 646.30 Reach #8 710.63 * Reach-30 * 800 * 2607.92 * 2607.81 * 0.11 * * * * 1000.00 * * Reach-30 * 800 * 2608.45 * 2608.28 * 0.17 * * * * 2000.00 * * Reach-30 * 800 * 2609.51 * 2609.21 * 0.30 * * * * 5000.00 * * Reach-30 * 800 * 2610.42 * 2609.98 * 0.43 * * * * 8800.00 * * * * * * * * * * * * Reach-28-30-30 * 805 * 2606.26 * 2606.24 * 0.02 * 0.01 * 0.00 * * 10.00 * * Reach-28-30-30 * 805 * 2606.77 * 2606.71 * 0.06 * 0.01 * 0.00 * * 100.00 * * Reach-28-30-30 * 805 * 2607.05 * 2606.96 * 0.09 * 0.01 * 0.00 * * 200.00 * * Reach-28-30-30 * 805 * 2607.47 * 2607.37 * 0.09 * 0.01 * 0.00 * * 500.00 * * Reach-28-30-30 * 805 * 2607.85 * 2607.71 * 0.14 * 0.01 * 0.00 * * 1000.00 * * Reach-28-30-30 * 805 * 2608.36 * 2608.15 * 0.22 * 0.01 * 0.00 * * 2000.00 * * Reach-28-30-30 * 805 * 2609.37 * 2608.97 * 0.40 * 0.02 * 0.00 * * 5000.00 * * Reach-28-30-30 * 805 * 2610.60 * 2609.97 * 0.63 * 0.02 * 0.00 * * 10550.00 * * * * * * * * * * * * Reach-28-30-30 * 800 * 2606.24 * 2606.22 * 0.02 * * * * 10.00 * * Reach-28-30-30 * 800 * 2606.76 * 2606.69 * 0.07 * * * * 100.00 * * Reach-28-30-30 * 800 * 2607.03 * 2606.94 * 0.10 * * * * 200.00 * * Reach-28-30-30 * 800 * 2607.46 * 2607.35 * 0.10 * * * * 500.00 * * Reach-28-30-30 * 800 * 2607.84 * 2607.69 * 0.15 * * * * 1000.00 * * Reach-28-30-30 * 800 * 2608.35 * 2608.13 * 0.23 * * * * 2000.00 * * Reach-28-30-30 * 800 * 2609.36 * 2608.95 * 0.41 * * * * 5000.00 * * Reach-28-30-30 * 800 * 2610.59 * 2609.94 * 0.65 * * * * 10550.00 * * * * * * * * * * * * 805 * 2606.26 * 2606.25 * 0.01 * 0.01 * 0.00 * * 10.00 * * 805 * 2606.79 * 2606.73 * 0.05 * 0.01 * 0.00 * * 100.00 * * 805 * 2607.14 * 2607.09 * 0.05 * 0.01 * 0.00 * * 200.00 * * * * * * Reach #8 56.66 Reach #8 116.28 Reach #8 148.22 Reach #8 344.35 Reach #8 420.11 Reach #8 503.18 Reach #8 595.43 Reach #8 709.75 * * * * * * * * * Reach #8 54.55 Reach #8 113.88 Reach #8 145.73 Reach #8 339.92 Reach #8 415.51 Reach #8 500.82 Reach #8 592.93 Reach #8 707.49 * * * * * * * * * Reach #8 * Reach-28-30-28 57.69 * Reach #8 * Reach-28-30-28 119.55 * Reach #8 * Reach-28-30-28 280.23 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #8 352.17 Reach #8 430.92 Reach #8 509.93 Reach #8 636.75 Reach #8 709.28 * Reach-28-30-28 * 805 * 2607.49 * 2607.41 * 0.08 * 0.01 * 0.00 * * 500.00 * * Reach-28-30-28 * 805 * 2607.88 * 2607.76 * 0.13 * 0.01 * 0.00 * * 1000.00 * * Reach-28-30-28 * 805 * 2608.40 * 2608.21 * 0.19 * 0.01 * 0.00 * * 2000.00 * * Reach-28-30-28 * 805 * 2609.44 * 2609.10 * 0.34 * 0.01 * 0.00 * * 5000.00 * * Reach-28-30-28 * 805 * 2610.50 * 2609.97 * 0.53 * 0.01 * 0.00 * * 9680.00 * * * * * * * * * * * * Reach-28-30-28 * 800 * 2606.25 * 2606.23 * 0.02 * * * * 10.00 * * Reach-28-30-28 * 800 * 2606.78 * 2606.72 * 0.06 * * * * 100.00 * * Reach-28-30-28 * 800 * 2607.13 * 2607.07 * 0.05 * * * * 200.00 * * Reach-28-30-28 * 800 * 2607.48 * 2607.39 * 0.09 * * * * 500.00 * * Reach-28-30-28 * 800 * 2607.87 * 2607.74 * 0.13 * * * * 1000.00 * * Reach-28-30-28 * 800 * 2608.39 * 2608.19 * 0.20 * * * * 2000.00 * * Reach-28-30-28 * 800 * 2609.43 * 2609.08 * 0.35 * * * * 5000.00 * * Reach-28-30-28 * 800 * 2610.49 * 2609.94 * 0.54 * * * * 9680.00 * * * * * * * * * * * * Reach-34-35-34 * 705 * 2562.15 * 2562.13 * 0.01 * 0.03 * 0.00 * * 10.00 * * Reach-34-35-34 * 705 * 2562.55 * 2562.48 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-34-35-34 * 705 * 2562.82 * 2562.70 * 0.12 * 0.02 * 0.00 * * 200.00 * * Reach-34-35-34 * 705 * 2563.32 * 2563.22 * 0.10 * 0.02 * 0.00 * * 500.00 * * Reach-34-35-34 * 705 * 2563.65 * 2563.49 * 0.16 * 0.02 * 0.00 * * 1000.00 * * Reach-34-35-34 * 705 * 2564.12 * 2563.87 * 0.26 * 0.02 * 0.00 * * 2000.00 * * Reach-34-35-34 * 705 * 2564.80 * 2564.42 * 0.38 * 0.02 * 0.00 * * 4000.00 * * Reach-34-35-34 * 705 * 2565.52 * 2564.99 * 0.53 * 0.02 * 0.00 * * 7000.00 * * * * * * * * * * * * 700 * 2562.12 * 2562.09 * 0.03 * * * * 10.00 * * 700 * 2562.54 * 2562.45 * 0.08 * * * * 100.00 * * * * * * * Reach #8 55.82 Reach #8 117.31 Reach #8 276.24 Reach #8 347.90 Reach #8 426.49 Reach #8 507.60 Reach #8 634.90 Reach #8 707.32 * * * * * * * * * Reach #7 88.34 Reach #7 113.79 Reach #7 129.72 Reach #7 401.92 Reach #7 444.07 Reach #7 504.40 Reach #7 630.58 Reach #7 722.55 * * * * * * * * * Reach #7 * Reach-34-35-34 85.09 * Reach #7 * Reach-34-35-34 111.65 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #7 127.42 Reach #7 397.07 Reach #7 438.30 Reach #7 498.05 Reach #7 622.76 Reach #7 713.90 * Reach-34-35-34 * 700 * 2562.80 * 2562.67 * 0.13 * * * * 200.00 * * Reach-34-35-34 * 700 * 2563.30 * 2563.19 * 0.11 * * * * 500.00 * * Reach-34-35-34 * 700 * 2563.63 * 2563.45 * 0.18 * * * * 1000.00 * * Reach-34-35-34 * 700 * 2564.11 * 2563.83 * 0.28 * * * * 2000.00 * * Reach-34-35-34 * 700 * 2564.78 * 2564.38 * 0.40 * * * * 4000.00 * * Reach-34-35-34 * 700 * 2565.50 * 2564.94 * 0.57 * * * * 7000.00 * * * * * * * * * * * * Reach-34 * 705 * 2562.17 * 2562.16 * 0.01 * 0.01 * 0.00 * * 10.00 * * Reach-34 * 705 * 2562.62 * 2562.57 * 0.05 * 0.01 * 0.00 * * 100.00 * * Reach-34 * 705 * 2562.90 * 2562.83 * 0.08 * 0.01 * 0.00 * * 200.00 * * Reach-34 * 705 * 2563.39 * 2563.33 * 0.07 * 0.01 * 0.00 * * 500.00 * * Reach-34 * 705 * 2563.75 * 2563.64 * 0.11 * 0.01 * 0.00 * * 1000.00 * * Reach-34 * 705 * 2564.28 * 2564.12 * 0.16 * 0.01 * 0.00 * * 2000.00 * * Reach-34 * 705 * 2564.65 * 2564.45 * 0.20 * 0.01 * 0.00 * * 3000.00 * * Reach-34 * 705 * 2565.29 * 2565.00 * 0.28 * 0.01 * 0.00 * * 5150.00 * * * * * * * * * * * * Reach-34 * 700 * 2562.16 * 2562.15 * 0.01 * * * * 10.00 * * Reach-34 * 700 * 2562.60 * 2562.55 * 0.05 * * * * 100.00 * * Reach-34 * 700 * 2562.89 * 2562.81 * 0.08 * * * * 200.00 * * Reach-34 * 700 * 2563.38 * 2563.31 * 0.07 * * * * 500.00 * * Reach-34 * 700 * 2563.73 * 2563.62 * 0.11 * * * * 1000.00 * * Reach-34 * 700 * 2564.26 * 2564.10 * 0.16 * * * * 2000.00 * * Reach-34 * 700 * 2564.64 * 2564.43 * 0.21 * * * * 3000.00 * * Reach-34 * 700 * 2565.27 * 2564.98 * 0.29 * * * * 5150.00 * * * * * * * * * * * * 705 * 2562.15 * 2562.14 * 0.01 * 0.02 * 0.00 * * 10.00 * * * * * * * * Reach #7 90.01 Reach #7 119.95 Reach #7 138.87 Reach #7 418.34 Reach #7 468.25 Reach #7 580.92 Reach #7 634.51 Reach #7 724.34 * * * * * * * * * Reach #7 89.19 Reach #7 118.88 Reach #7 137.73 Reach #7 415.90 Reach #7 465.69 Reach #7 578.14 Reach #7 631.65 Reach #7 721.60 * * * * * * * * * Reach #7 * Reach-31-32-31 88.78 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #7 113.88 Reach #7 129.85 Reach #7 402.19 Reach #7 444.38 Reach #7 504.87 Reach #7 630.46 Reach #7 723.35 * Reach-31-32-31 * 705 * 2562.56 * 2562.48 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-31-32-31 * 705 * 2562.82 * 2562.70 * 0.12 * 0.02 * 0.00 * * 200.00 * * Reach-31-32-31 * 705 * 2563.32 * 2563.22 * 0.10 * 0.02 * 0.00 * * 500.00 * * Reach-31-32-31 * 705 * 2563.65 * 2563.49 * 0.16 * 0.02 * 0.00 * * 1000.00 * * Reach-31-32-31 * 705 * 2564.12 * 2563.87 * 0.25 * 0.02 * 0.00 * * 2000.00 * * Reach-31-32-31 * 705 * 2564.80 * 2564.42 * 0.38 * 0.02 * 0.00 * * 4000.00 * * Reach-31-32-31 * 705 * 2565.52 * 2564.99 * 0.53 * 0.02 * 0.00 * * 7000.00 * * * * * * * * * * * * Reach-31-32-31 * 700 * 2562.14 * 2562.12 * 0.02 * * * * 10.00 * * Reach-31-32-31 * 700 * 2562.54 * 2562.45 * 0.08 * * * * 100.00 * * Reach-31-32-31 * 700 * 2562.80 * 2562.67 * 0.13 * * * * 200.00 * * Reach-31-32-31 * 700 * 2563.30 * 2563.19 * 0.11 * * * * 500.00 * * Reach-31-32-31 * 700 * 2563.63 * 2563.45 * 0.18 * * * * 1000.00 * * Reach-31-32-31 * 700 * 2564.11 * 2563.83 * 0.28 * * * * 2000.00 * * Reach-31-32-31 * 700 * 2564.78 * 2564.38 * 0.40 * * * * 4000.00 * * Reach-31-32-31 * 700 * 2565.51 * 2564.94 * 0.56 * * * * 7000.00 * * * * * * * * * * * * Reach-31 * 705 * 2562.16 * 2562.15 * 0.01 * 0.01 * 0.00 * * 10.00 * * Reach-31 * 705 * 2562.60 * 2562.55 * 0.05 * 0.01 * 0.00 * * 100.00 * * Reach-31 * 705 * 2562.88 * 2562.80 * 0.08 * 0.01 * 0.00 * * 200.00 * * Reach-31 * 705 * 2563.37 * 2563.30 * 0.07 * 0.01 * 0.00 * * 500.00 * * Reach-31 * 705 * 2563.72 * 2563.61 * 0.12 * 0.01 * 0.00 * * 1000.00 * * Reach-31 * 705 * 2564.24 * 2564.07 * 0.17 * 0.01 * 0.00 * * 2000.00 * * Reach-31 * 705 * 2564.61 * 2564.39 * 0.22 * 0.01 * 0.00 * * 3000.00 * * Reach-31 * 705 * 2565.33 * 2565.00 * 0.32 * 0.01 * 0.00 * * 5500.00 * * * * * * * * * * * * * * * * * * * Reach #7 87.23 Reach #7 111.74 Reach #7 127.55 Reach #7 397.34 Reach #7 438.61 Reach #7 498.51 Reach #7 623.40 Reach #7 714.77 * * * * * * * * * Reach #7 89.71 Reach #7 118.63 Reach #7 136.91 Reach #7 414.82 Reach #7 462.98 Reach #7 573.50 Reach #7 625.22 Reach #7 724.34 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #7 88.76 Reach #7 117.34 Reach #7 135.52 Reach #7 411.87 Reach #7 459.84 Reach #7 570.09 Reach #7 621.69 Reach #7 720.97 * Reach-31 * 700 * 2562.15 * 2562.14 * 0.01 * * * * 10.00 * * Reach-31 * 700 * 2562.59 * 2562.53 * 0.06 * * * * 100.00 * * Reach-31 * 700 * 2562.87 * 2562.78 * 0.09 * * * * 200.00 * * Reach-31 * 700 * 2563.36 * 2563.28 * 0.08 * * * * 500.00 * * Reach-31 * 700 * 2563.71 * 2563.59 * 0.12 * * * * 1000.00 * * Reach-31 * 700 * 2564.23 * 2564.05 * 0.18 * * * * 2000.00 * * Reach-31 * 700 * 2564.60 * 2564.37 * 0.23 * * * * 3000.00 * * Reach-31 * 700 * 2565.31 * 2564.98 * 0.33 * * * * 5500.00 * * * * * * * * * * * * Reach-12 * 705 * 2562.15 * 2562.14 * 0.01 * 0.02 * 0.00 * * 10.00 * * Reach-12 * 705 * 2562.54 * 2562.47 * 0.08 * 0.02 * 0.00 * * 100.00 * * Reach-12 * 705 * 2562.80 * 2562.68 * 0.13 * 0.02 * 0.00 * * 200.00 * * Reach-12 * 705 * 2563.31 * 2563.20 * 0.11 * 0.02 * 0.00 * * 500.00 * * Reach-12 * 705 * 2563.63 * 2563.45 * 0.18 * 0.02 * 0.00 * * 1000.00 * * Reach-12 * 705 * 2564.10 * 2563.82 * 0.28 * 0.02 * 0.00 * * 2000.00 * * Reach-12 * 705 * 2564.78 * 2564.37 * 0.41 * 0.02 * 0.01 * * 4000.00 * * Reach-12 * 705 * 2565.59 * 2565.00 * 0.59 * 0.02 * 0.01 * * 7400.00 * * * * * * * * * * * * Reach-12 * 700 * 2562.13 * 2562.11 * 0.02 * * * * 10.00 * * Reach-12 * 700 * 2562.52 * 2562.42 * 0.10 * * * * 100.00 * * Reach-12 * 700 * 2562.78 * 2562.63 * 0.15 * * * * 200.00 * * Reach-12 * 700 * 2563.28 * 2563.16 * 0.13 * * * * 500.00 * * Reach-12 * 700 * 2563.61 * 2563.40 * 0.21 * * * * 1000.00 * * Reach-12 * 700 * 2564.08 * 2563.75 * 0.33 * * * * 2000.00 * * Reach-12 * 700 * 2564.75 * 2564.28 * 0.48 * * * * 4000.00 * * Reach-12 * 700 * 2565.56 * 2564.87 * 0.69 * * * * 7400.00 * * * * * * * * * * Reach #7 88.57 Reach #7 112.53 Reach #7 127.96 Reach #7 398.51 Reach #7 438.73 Reach #7 497.20 Reach #7 621.45 Reach #7 724.18 * * * * * * * * * Reach #7 86.62 Reach #7 109.55 Reach #7 124.34 Reach #7 391.61 Reach #7 430.20 Reach #7 486.50 Reach #7 606.72 Reach #7 702.67 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach-11 * 705 * 2562.15 * 2562.14 * 0.01 * 0.02 * 0.00 * * 10.00 * * Reach-11 * 705 * 2562.55 * 2562.47 * 0.08 * 0.02 * 0.00 * * 100.00 * * Reach-11 * 705 * 2562.81 * 2562.68 * 0.12 * 0.02 * 0.00 * * 200.00 * * Reach-11 * 705 * 2563.31 * 2563.21 * 0.10 * 0.02 * 0.00 * * 500.00 * * Reach-11 * 705 * 2563.63 * 2563.46 * 0.17 * 0.02 * 0.00 * * 1000.00 * * Reach-11 * 705 * 2564.11 * 2563.84 * 0.27 * 0.02 * 0.00 * * 2000.00 * * Reach-11 * 705 * 2564.78 * 2564.38 * 0.40 * 0.02 * 0.00 * * 4000.00 * * Reach-11 * 705 * 2565.58 * 2565.00 * 0.58 * 0.02 * 0.01 * * 7350.00 * * * * * * * * * * * * Reach-11 * 700 * 2562.13 * 2562.11 * 0.02 * * * * 10.00 * * Reach-11 * 700 * 2562.53 * 2562.43 * 0.09 * * * * 100.00 * * Reach-11 * 700 * 2562.79 * 2562.64 * 0.15 * * * * 200.00 * * Reach-11 * 700 * 2563.29 * 2563.17 * 0.12 * * * * 500.00 * * Reach-11 * 700 * 2563.61 * 2563.42 * 0.20 * * * * 1000.00 * * Reach-11 * 700 * 2564.09 * 2563.78 * 0.31 * * * * 2000.00 * * Reach-11 * 700 * 2564.76 * 2564.31 * 0.45 * * * * 4000.00 * * Reach-11 * 700 * 2565.55 * 2564.90 * 0.65 * * * * 7350.00 * * * * * * * * * * * * Reach-40 * 605 * 2665.36 * 2665.32 * 0.04 * 0.02 * 0.00 * * 10.00 * * Reach-40 * 605 * 2666.39 * 2666.14 * 0.25 * 0.02 * 0.00 * * 100.00 * * Reach-40 * 605 * 2667.04 * 2666.68 * 0.37 * 0.02 * 0.00 * * 200.00 * * Reach-40 * 605 * 2667.74 * 2667.53 * 0.21 * 0.02 * 0.00 * * 500.00 * * Reach-40 * 605 * 2668.32 * 2667.97 * 0.35 * 0.02 * 0.00 * * 1000.00 * * Reach-40 * 605 * 2669.14 * 2668.71 * 0.43 * 0.02 * 0.00 * * 2000.00 * * Reach-40 * 605 * 2670.04 * 2669.57 * 0.46 * 0.02 * 0.00 * * 4000.00 * * Reach #7 88.62 Reach #7 112.99 Reach #7 128.40 Reach #7 399.71 Reach #7 440.51 Reach #7 499.71 Reach #7 623.91 Reach #7 724.34 * * * * * * * * * Reach #7 86.82 Reach #7 110.24 Reach #7 125.37 Reach #7 393.43 Reach #7 432.91 Reach #7 490.38 Reach #7 612.20 Reach #7 708.70 * * * * * * * * * Reach #6 19.84 Reach #6 26.95 Reach #6 33.66 Reach #6 165.06 Reach #6 177.32 Reach #6 278.72 Reach #6 506.02 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #6 * 566.13 * * * Reach #6 * 19.59 * Reach #6 * 26.37 * Reach #6 * 32.96 * Reach #6 * 163.82 * Reach #6 * 175.76 * Reach #6 * 270.13 * Reach #6 * 496.44 * Reach #6 * 555.73 * * * Reach #6 * 22.38 * Reach #6 * 160.78 * Reach #6 * 171.26 * Reach #6 * 233.55 * Reach #6 * 298.04 * Reach #6 * 464.07 * Reach #6 * 495.12 * Reach #6 * 565.95 * * * Reach #6 * 22.36 * Reach #6 * 160.74 * Reach #6 * 171.21 * Reach #6 * 233.30 * Reach #6 * 297.79 * Reach #6 * 463.83 * Reach-40 * 605 * 2670.56 * 2669.99 * 0.57 * 0.02 * 0.01 * * 5800.00 * * * * * * * * * * Reach-40 * 600 * 2665.34 * 2665.29 * 0.06 * * * * 10.00 * Reach-40 * 600 * 2666.37 * 2666.10 * 0.28 * * * * 100.00 * Reach-40 * 600 * 2667.02 * 2666.62 * 0.40 * * * * 200.00 * Reach-40 * 600 * 2667.72 * 2667.49 * 0.23 * * * * 500.00 * Reach-40 * 600 * 2668.29 * 2667.91 * 0.38 * * * * 1000.00 * Reach-40 * 600 * 2669.12 * 2668.65 * 0.48 * * * * 2000.00 * Reach-40 * 600 * 2670.02 * 2669.51 * 0.51 * * * * 4000.00 * Reach-40 * 600 * 2670.54 * 2669.91 * 0.63 * * * * 5800.00 * * * * * * * * * * Reach-38 * 605 * 2665.65 * 2665.64 * 0.01 * 0.00 * 0.00 * * 10.00 * Reach-38 * 605 * 2667.39 * 2667.38 * 0.01 * 0.00 * 0.00 * * 100.00 * Reach-38 * 605 * 2667.77 * 2667.75 * 0.02 * 0.00 * 0.00 * * 200.00 * Reach-38 * 605 * 2668.42 * 2668.39 * 0.03 * 0.00 * 0.00 * * 400.00 * Reach-38 * 605 * 2668.87 * 2668.84 * 0.03 * 0.00 * 0.00 * * 600.00 * Reach-38 * 605 * 2669.31 * 2669.28 * 0.03 * 0.00 * 0.00 * * 800.00 * Reach-38 * 605 * 2669.53 * 2669.50 * 0.03 * 0.00 * 0.00 * * 1000.00 * Reach-38 * 605 * 2670.03 * 2669.99 * 0.04 * 0.00 * 0.00 * * 1550.00 * * * * * * * * * * Reach-38 * 600 * 2665.65 * 2665.64 * 0.01 * * * * 10.00 * Reach-38 * 600 * 2667.39 * 2667.38 * 0.01 * * * * 100.00 * Reach-38 * 600 * 2667.77 * 2667.75 * 0.02 * * * * 200.00 * Reach-38 * 600 * 2668.42 * 2668.39 * 0.03 * * * * 400.00 * Reach-38 * 600 * 2668.87 * 2668.84 * 0.03 * * * * 600.00 * Reach-38 * 600 * 2669.31 * 2669.28 * 0.03 * * * * 800.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #6 * 494.88 * Reach #6 * 565.71 * * * Reach #5 * 52.49 * Reach #5 * 67.15 * Reach #5 * 460.88 * Reach #5 * 471.77 * Reach #5 * 484.92 * Reach #5 * 561.06 * Reach #5 * 604.45 * Reach #5 * 700.41 * * * Reach #5 * 52.00 * Reach #5 * 66.57 * Reach #5 * 459.91 * Reach #5 * 470.73 * Reach #5 * 483.82 * Reach #5 * 557.88 * Reach #5 * 601.19 * Reach #5 * 696.94 * * * Reach #5 * 52.60 * Reach #5 * 67.70 * Reach #5 * 461.27 * Reach #5 * 472.50 * Reach #5 * 486.07 * Reach-38 * 600 * 2669.53 * 2669.50 * 0.03 * * * * 1000.00 * Reach-38 * 600 * 2670.02 * 2669.98 * 0.04 * * * * 1550.00 * * * * * * * * * * Reach-48-50-48 * 505 * 2597.21 * 2597.20 * 0.02 * 0.01 * 0.00 * * 10.00 * Reach-48-50-48 * 505 * 2597.80 * 2597.70 * 0.10 * 0.01 * 0.00 * * 100.00 * Reach-48-50-48 * 505 * 2598.20 * 2598.16 * 0.03 * 0.01 * 0.00 * * 200.00 * Reach-48-50-48 * 505 * 2598.44 * 2598.37 * 0.07 * 0.01 * 0.00 * * 500.00 * Reach-48-50-48 * 505 * 2598.74 * 2598.62 * 0.13 * 0.01 * 0.00 * * 1000.00 * Reach-48-50-48 * 505 * 2599.23 * 2599.03 * 0.20 * 0.02 * 0.00 * * 2000.00 * Reach-48-50-48 * 505 * 2599.59 * 2599.33 * 0.26 * 0.02 * 0.00 * * 3000.00 * Reach-48-50-48 * 505 * 2600.39 * 2599.98 * 0.40 * 0.02 * 0.00 * * 5900.00 * * * * * * * * * * Reach-48-50-48 * 500 * 2597.20 * 2597.18 * 0.02 * * * * 10.00 * Reach-48-50-48 * 500 * 2597.79 * 2597.68 * 0.10 * * * * 100.00 * Reach-48-50-48 * 500 * 2598.18 * 2598.14 * 0.04 * * * * 200.00 * Reach-48-50-48 * 500 * 2598.43 * 2598.35 * 0.08 * * * * 500.00 * Reach-48-50-48 * 500 * 2598.73 * 2598.60 * 0.13 * * * * 1000.00 * Reach-48-50-48 * 500 * 2599.22 * 2599.01 * 0.21 * * * * 2000.00 * Reach-48-50-48 * 500 * 2599.58 * 2599.31 * 0.27 * * * * 3000.00 * Reach-48-50-48 * 500 * 2600.37 * 2599.96 * 0.42 * * * * 5900.00 * * * * * * * * * * Reach-48-50-50 * 505 * 2597.21 * 2597.20 * 0.02 * 0.01 * 0.00 * * 10.00 * Reach-48-50-50 * 505 * 2597.81 * 2597.72 * 0.09 * 0.01 * 0.00 * * 100.00 * Reach-48-50-50 * 505 * 2598.20 * 2598.17 * 0.03 * 0.01 * 0.00 * * 200.00 * Reach-48-50-50 * 505 * 2598.45 * 2598.38 * 0.07 * 0.01 * 0.00 * * 500.00 * Reach-48-50-50 * 505 * 2598.76 * 2598.64 * 0.12 * 0.01 * 0.00 * * 1000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #5 * Reach-48-50-50 565.82 * Reach #5 * Reach-48-50-50 610.38 * Reach #5 * Reach-48-50-50 783.64 * * * Reach #5 * Reach-48-50-50 52.16 * Reach #5 * Reach-48-50-50 67.14 * Reach #5 * Reach-48-50-50 460.36 * Reach #5 * Reach-48-50-50 471.50 * Reach #5 * Reach-48-50-50 485.01 * Reach #5 * Reach-48-50-50 562.74 * Reach #5 * Reach-48-50-50 607.24 * Reach #5 * Reach-48-50-50 700.02 * * * Reach #4 * Reach-66 125.51 * Reach #4 * Reach-66 143.08 * Reach #4 * Reach-66 154.67 * Reach #4 * Reach-66 171.69 * Reach #4 * Reach-66 196.16 * Reach #4 * Reach-66 226.30 * Reach #4 * Reach-66 250.84 * Reach #4 * Reach-66 320.14 * * * Reach #4 * Reach-66 124.50 * Reach #4 * Reach-66 141.77 * Reach #4 * Reach-66 153.30 * Reach #4 * Reach-66 170.26 * * 505 * 2599.25 * 2599.06 * 0.19 * 0.01 * 0.00 * * 2000.00 * * 505 * 2599.61 * 2599.37 * 0.25 * 0.01 * 0.00 * * 3000.00 * * 505 * 2600.37 * 2600.00 * 0.37 * 0.01 * 0.00 * * 5720.00 * * * * * * * * * * * 500 * 2597.20 * 2597.18 * 0.02 * * * * 10.00 * * 500 * 2597.80 * 2597.70 * 0.10 * * * * 100.00 * * 500 * 2598.19 * 2598.15 * 0.04 * * * * 200.00 * * 500 * 2598.44 * 2598.36 * 0.07 * * * * 500.00 * * 500 * 2598.74 * 2598.62 * 0.13 * * * * 1000.00 * * 500 * 2599.24 * 2599.04 * 0.20 * * * * 2000.00 * * 500 * 2599.60 * 2599.35 * 0.25 * * * * 3000.00 * * 500 * 2600.36 * 2599.98 * 0.38 * * * * 5720.00 * * * * * * * * * * * 405 * 2683.12 * 2683.12 * 0.01 * 0.01 * 0.00 * * 10.00 * * 405 * 2683.46 * 2683.41 * 0.05 * 0.02 * 0.00 * * 100.00 * * 405 * 2683.69 * 2683.60 * 0.09 * 0.02 * 0.00 * * 200.00 * * 405 * 2684.04 * 2683.89 * 0.15 * 0.02 * 0.00 * * 400.00 * * 405 * 2684.31 * 2684.12 * 0.19 * 0.02 * 0.00 * * 600.00 * * 405 * 2684.55 * 2684.34 * 0.21 * 0.02 * 0.00 * * 800.00 * * 405 * 2684.74 * 2684.51 * 0.23 * 0.02 * 0.00 * * 1000.00 * * 405 * 2685.30 * 2684.99 * 0.30 * 0.02 * 0.00 * * 1750.00 * * * * * * * * * * * 400 * 2683.11 * 2683.10 * 0.01 * * * * 10.00 * * 400 * 2683.45 * 2683.39 * 0.06 * * * * 100.00 * * 400 * 2683.68 * 2683.58 * 0.10 * * * * 200.00 * * 400 * 2684.02 * 2683.86 * 0.16 * * * * 400.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #4 192.65 Reach #4 222.26 Reach #4 246.73 Reach #4 315.89 * Reach-66 * 400 * 2684.30 * 2684.10 * 0.20 * * * * 600.00 * * Reach-66 * 400 * 2684.53 * 2684.31 * 0.23 * * * * 800.00 * * Reach-66 * 400 * 2684.73 * 2684.48 * 0.25 * * * * 1000.00 * * Reach-66 * 400 * 2685.28 * 2684.96 * 0.32 * * * * 1750.00 * * * * * * * * * * * * Reach-65 * 405 * 2683.13 * 2683.12 * 0.01 * 0.01 * 0.00 * * 10.00 * * Reach-65 * 405 * 2683.48 * 2683.43 * 0.05 * 0.01 * 0.00 * * 100.00 * * Reach-65 * 405 * 2683.71 * 2683.63 * 0.08 * 0.01 * 0.00 * * 200.00 * * Reach-65 * 405 * 2684.06 * 2683.92 * 0.14 * 0.01 * 0.00 * * 400.00 * * Reach-65 * 405 * 2684.34 * 2684.18 * 0.17 * 0.01 * 0.00 * * 600.00 * * Reach-65 * 405 * 2684.58 * 2684.39 * 0.19 * 0.01 * 0.00 * * 800.00 * * Reach-65 * 405 * 2684.77 * 2684.56 * 0.21 * 0.01 * 0.00 * * 1000.00 * * Reach-65 * 405 * 2685.27 * 2685.00 * 0.27 * 0.01 * 0.00 * * 1650.00 * * * * * * * * * * * * Reach-65 * 400 * 2683.11 * 2683.10 * 0.01 * * * * 10.00 * * Reach-65 * 400 * 2683.46 * 2683.40 * 0.06 * * * * 100.00 * * Reach-65 * 400 * 2683.70 * 2683.61 * 0.09 * * * * 200.00 * * Reach-65 * 400 * 2684.04 * 2683.90 * 0.15 * * * * 400.00 * * Reach-65 * 400 * 2684.33 * 2684.15 * 0.18 * * * * 600.00 * * Reach-65 * 400 * 2684.56 * 2684.36 * 0.20 * * * * 800.00 * * Reach-65 * 400 * 2684.76 * 2684.54 * 0.22 * * * * 1000.00 * * Reach-65 * 400 * 2685.25 * 2684.98 * 0.28 * * * * 1650.00 * * * * * * * * * * * * 305 * 2810.30 * 2810.27 * 0.03 * 0.02 * 0.00 * * 10.00 * * 305 * 2811.03 * 2810.87 * 0.16 * 0.02 * 0.00 * * 100.00 * * 305 * 2811.46 * 2811.23 * 0.23 * 0.02 * 0.00 * * 200.00 * * * * * * Reach #4 125.63 Reach #4 144.04 Reach #4 156.18 Reach #4 173.87 Reach #4 203.47 Reach #4 233.78 Reach #4 258.84 Reach #4 321.04 * * * * * * * * * Reach #4 124.77 Reach #4 142.78 Reach #4 154.80 Reach #4 172.41 Reach #4 199.88 Reach #4 230.13 Reach #4 255.15 Reach #4 317.77 * * * * * * * * * Reach #3 * Reach-65-66-66 30.47 * Reach #3 * Reach-65-66-66 50.71 * Reach #3 * Reach-65-66-66 63.79 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #3 89.06 Reach #3 116.11 Reach #3 227.61 Reach #3 329.59 Reach #3 409.59 * Reach-65-66-66 * 305 * 2812.26 * 2811.89 * 0.37 * 0.02 * 0.01 * * 500.00 * * Reach-65-66-66 * 305 * 2813.11 * 2812.57 * 0.54 * 0.02 * 0.01 * * 1000.00 * * Reach-65-66-66 * 305 * 2814.19 * 2813.62 * 0.58 * 0.02 * 0.01 * * 2000.00 * * Reach-65-66-66 * 305 * 2814.75 * 2814.21 * 0.54 * 0.02 * 0.01 * * 3000.00 * * Reach-65-66-66 * 305 * 2815.71 * 2815.00 * 0.71 * 0.02 * 0.01 * * 5400.00 * * * * * * * * * * * * Reach-65-66-66 * 300 * 2810.28 * 2810.23 * 0.04 * * * * 10.00 * * Reach-65-66-66 * 300 * 2811.01 * 2810.82 * 0.18 * * * * 100.00 * * Reach-65-66-66 * 300 * 2811.44 * 2811.17 * 0.27 * * * * 200.00 * * Reach-65-66-66 * 300 * 2812.24 * 2811.81 * 0.43 * * * * 500.00 * * Reach-65-66-66 * 300 * 2813.08 * 2812.46 * 0.63 * * * * 1000.00 * * Reach-65-66-66 * 300 * 2814.17 * 2813.48 * 0.68 * * * * 2000.00 * * Reach-65-66-66 * 300 * 2814.73 * 2814.10 * 0.63 * * * * 3000.00 * * Reach-65-66-66 * 300 * 2815.68 * 2814.83 * 0.85 * * * * 5400.00 * * * * * * * * * * * * Reach-65-66-65 * 305 * 2810.30 * 2810.27 * 0.03 * 0.02 * 0.00 * * 10.00 * * Reach-65-66-65 * 305 * 2811.03 * 2810.88 * 0.15 * 0.02 * 0.00 * * 100.00 * * Reach-65-66-65 * 305 * 2811.46 * 2811.24 * 0.23 * 0.02 * 0.00 * * 200.00 * * Reach-65-66-65 * 305 * 2812.26 * 2811.90 * 0.37 * 0.02 * 0.01 * * 500.00 * * Reach-65-66-65 * 305 * 2813.11 * 2812.57 * 0.54 * 0.02 * 0.01 * * 1000.00 * * Reach-65-66-65 * 305 * 2814.19 * 2813.62 * 0.58 * 0.02 * 0.01 * * 2000.00 * * Reach-65-66-65 * 305 * 2814.76 * 2814.22 * 0.54 * 0.02 * 0.01 * * 3000.00 * * Reach-65-66-65 * 305 * 2815.71 * 2815.00 * 0.71 * 0.02 * 0.01 * * 5400.00 * * * * * * * * * * * * 300 * 2810.28 * 2810.24 * 0.04 * * * * 10.00 * * 300 * 2811.01 * 2810.83 * 0.18 * * * * 100.00 * * * * * * * Reach #3 29.37 Reach #3 48.98 Reach #3 61.41 Reach #3 85.99 Reach #3 111.49 Reach #3 213.19 Reach #3 318.15 Reach #3 392.65 * * * * * * * * * Reach #3 30.48 Reach #3 50.79 Reach #3 63.93 Reach #3 89.24 Reach #3 116.09 Reach #3 227.69 Reach #3 330.24 Reach #3 409.59 * * * * * * * * * Reach #3 * Reach-65-66-65 29.42 * Reach #3 * Reach-65-66-65 49.15 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #3 61.66 Reach #3 86.36 Reach #3 111.97 Reach #3 214.83 Reach #3 319.45 Reach #3 394.25 * Reach-65-66-65 * 300 * 2811.44 * 2811.18 * 0.26 * * * * 200.00 * * Reach-65-66-65 * 300 * 2812.24 * 2811.82 * 0.42 * * * * 500.00 * * Reach-65-66-65 * 300 * 2813.08 * 2812.47 * 0.62 * * * * 1000.00 * * Reach-65-66-65 * 300 * 2814.17 * 2813.50 * 0.67 * * * * 2000.00 * * Reach-65-66-65 * 300 * 2814.73 * 2814.11 * 0.62 * * * * 3000.00 * * Reach-65-66-65 * 300 * 2815.68 * 2814.85 * 0.83 * * * * 5400.00 * * * * * * * * * * * * Reach-62-63-63 * 205 * 2758.14 * 2758.13 * 0.01 * 0.02 * 0.00 * * 10.00 * * Reach-62-63-63 * 205 * 2758.53 * 2758.47 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-62-63-63 * 205 * 2758.78 * 2758.67 * 0.11 * 0.02 * 0.00 * * 200.00 * * Reach-62-63-63 * 205 * 2759.28 * 2759.15 * 0.13 * 0.02 * 0.00 * * 500.00 * * Reach-62-63-63 * 205 * 2759.69 * 2759.46 * 0.23 * 0.02 * 0.00 * * 1000.00 * * Reach-62-63-63 * 205 * 2760.39 * 2760.12 * 0.27 * 0.02 * 0.00 * * 2000.00 * * Reach-62-63-63 * 205 * 2760.77 * 2760.39 * 0.37 * 0.02 * 0.00 * * 3000.00 * * Reach-62-63-63 * 205 * 2761.62 * 2761.00 * 0.62 * 0.02 * 0.01 * * 5750.00 * * * * * * * * * * * * Reach-62-63-63 * 200 * 2758.12 * 2758.09 * 0.03 * * * * 10.00 * * Reach-62-63-63 * 200 * 2758.51 * 2758.43 * 0.08 * * * * 100.00 * * Reach-62-63-63 * 200 * 2758.76 * 2758.64 * 0.12 * * * * 200.00 * * Reach-62-63-63 * 200 * 2759.26 * 2759.11 * 0.15 * * * * 500.00 * * Reach-62-63-63 * 200 * 2759.67 * 2759.42 * 0.25 * * * * 1000.00 * * Reach-62-63-63 * 200 * 2760.37 * 2760.07 * 0.30 * * * * 2000.00 * * Reach-62-63-63 * 200 * 2760.75 * 2760.34 * 0.41 * * * * 3000.00 * * Reach-62-63-63 * 200 * 2761.60 * 2760.93 * 0.67 * * * * 5750.00 * * * * * * * * * * * * 205 * 2758.15 * 2758.14 * 0.01 * 0.02 * 0.00 * * 10.00 * * * * * * * * Reach #2 93.53 Reach #2 126.75 Reach #2 147.13 Reach #2 278.77 Reach #2 291.78 Reach #2 478.17 Reach #2 485.52 Reach #2 501.91 * * * * * * * * * Reach #2 89.32 Reach #2 123.54 Reach #2 143.63 Reach #2 277.26 Reach #2 289.95 Reach #2 476.93 Reach #2 484.18 Reach #2 500.09 * * * * * * * * * Reach #2 * Reach-62-63-62 94.19 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #2 127.70 Reach #2 148.57 Reach #2 279.37 Reach #2 292.74 Reach #2 312.48 Reach #2 486.41 Reach #2 501.78 * Reach-62-63-62 * 205 * 2758.54 * 2758.48 * 0.06 * 0.02 * 0.00 * * 100.00 * * Reach-62-63-62 * 205 * 2758.79 * 2758.68 * 0.10 * 0.02 * 0.00 * * 200.00 * * Reach-62-63-62 * 205 * 2759.29 * 2759.16 * 0.13 * 0.02 * 0.00 * * 500.00 * * Reach-62-63-62 * 205 * 2759.70 * 2759.48 * 0.22 * 0.02 * 0.00 * * 1000.00 * * Reach-62-63-62 * 205 * 2760.33 * 2759.96 * 0.37 * 0.02 * 0.00 * * 2000.00 * * Reach-62-63-62 * 205 * 2760.78 * 2760.42 * 0.36 * 0.02 * 0.00 * * 3000.00 * * Reach-62-63-62 * 205 * 2761.56 * 2761.00 * 0.57 * 0.02 * 0.00 * * 5500.00 * * * * * * * * * * * * Reach-62-63-62 * 200 * 2758.13 * 2758.12 * 0.01 * * * * 10.00 * * Reach-62-63-62 * 200 * 2758.52 * 2758.45 * 0.07 * * * * 100.00 * * Reach-62-63-62 * 200 * 2758.77 * 2758.66 * 0.11 * * * * 200.00 * * Reach-62-63-62 * 200 * 2759.27 * 2759.13 * 0.14 * * * * 500.00 * * Reach-62-63-62 * 200 * 2759.68 * 2759.45 * 0.24 * * * * 1000.00 * * Reach-62-63-62 * 200 * 2760.31 * 2759.92 * 0.39 * * * * 2000.00 * * Reach-62-63-62 * 200 * 2760.76 * 2760.38 * 0.38 * * * * 3000.00 * * Reach-62-63-62 * 200 * 2761.55 * 2760.95 * 0.60 * * * * 5500.00 * * * * * * * * * * * * Reach-62A-62 * 205 * 2758.14 * 2758.13 * 0.01 * 0.02 * 0.00 * * 10.00 * * Reach-62A-62 * 205 * 2758.53 * 2758.46 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-62A-62 * 205 * 2758.77 * 2758.66 * 0.11 * 0.02 * 0.00 * * 200.00 * * Reach-62A-62 * 205 * 2759.28 * 2759.14 * 0.14 * 0.02 * 0.00 * * 500.00 * * Reach-62A-62 * 205 * 2759.68 * 2759.45 * 0.24 * 0.02 * 0.00 * * 1000.00 * * Reach-62A-62 * 205 * 2760.38 * 2760.10 * 0.28 * 0.02 * 0.00 * * 2000.00 * * Reach-62A-62 * 205 * 2760.76 * 2760.38 * 0.38 * 0.02 * 0.00 * * 3000.00 * * Reach-62A-62 * 205 * 2761.63 * 2760.99 * 0.63 * 0.02 * 0.01 * * 5800.00 * * * * * * * * * * * * * * * * * * * Reach #2 92.22 Reach #2 124.98 Reach #2 145.65 Reach #2 278.13 Reach #2 291.25 Reach #2 310.84 Reach #2 485.35 Reach #2 500.47 * * * * * * * * * Reach #2 93.50 Reach #2 126.22 Reach #2 146.28 Reach #2 278.43 Reach #2 291.20 Reach #2 477.75 Reach #2 485.10 Reach #2 501.66 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #2 89.32 Reach #2 122.59 Reach #2 142.27 Reach #2 276.68 Reach #2 289.07 Reach #2 476.31 Reach #2 483.37 Reach #2 499.19 * Reach-62A-62 * 200 * 2758.12 * 2758.09 * 0.03 * * * * 10.00 * * Reach-62A-62 * 200 * 2758.51 * 2758.42 * 0.08 * * * * 100.00 * * Reach-62A-62 * 200 * 2758.75 * 2758.62 * 0.13 * * * * 200.00 * * Reach-62A-62 * 200 * 2759.25 * 2759.10 * 0.16 * * * * 500.00 * * Reach-62A-62 * 200 * 2759.66 * 2759.40 * 0.27 * * * * 1000.00 * * Reach-62A-62 * 200 * 2760.36 * 2760.05 * 0.31 * * * * 2000.00 * * Reach-62A-62 * 200 * 2760.74 * 2760.31 * 0.43 * * * * 3000.00 * * Reach-62A-62 * 200 * 2761.60 * 2760.90 * 0.70 * * * * 5800.00 * * * * * * * * * * * * Reach-62A-6263 * 205 * 2758.15 * 2758.13 * 0.01 * 0.02 * 0.00 * * 10.00 * * Reach-62A-6263 * 205 * 2758.52 * 2758.45 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-62A-6263 * 205 * 2758.76 * 2758.65 * 0.12 * 0.02 * 0.00 * * 200.00 * * Reach-62A-6263 * 205 * 2759.25 * 2759.09 * 0.16 * 0.03 * 0.01 * * 500.00 * * Reach-62A-6263 * 205 * 2759.67 * 2759.43 * 0.25 * 0.03 * 0.00 * * 1000.00 * * Reach-62A-6263 * 205 * 2760.30 * 2759.88 * 0.41 * 0.03 * 0.01 * * 2000.00 * * Reach-62A-6263 * 205 * 2760.75 * 2760.35 * 0.40 * 0.03 * 0.01 * * 3000.00 * * Reach-62A-6263 * 205 * 2761.61 * 2760.98 * 0.63 * 0.02 * 0.01 * * 5750.00 * * * * * * * * * * * * Reach-62A-6263 * 200 * 2758.13 * 2758.11 * 0.02 * * * * 10.00 * * Reach-62A-6263 * 200 * 2758.50 * 2758.40 * 0.09 * * * * 100.00 * * Reach-62A-6263 * 200 * 2758.74 * 2758.59 * 0.15 * * * * 200.00 * * Reach-62A-6263 * 200 * 2759.22 * 2758.97 * 0.25 * * * * 500.00 * * Reach-62A-6263 * 200 * 2759.65 * 2759.35 * 0.30 * * * * 1000.00 * * Reach-62A-6263 * 200 * 2760.27 * 2759.78 * 0.49 * * * * 2000.00 * * Reach-62A-6263 * 200 * 2760.72 * 2760.25 * 0.47 * * * * 3000.00 * * Reach-62A-6263 * 200 * 2761.58 * 2760.80 * 0.78 * * * * 5750.00 * * * * * * * * * * Reach #2 93.75 Reach #2 125.12 Reach #2 144.90 Reach #2 276.26 Reach #2 290.33 Reach #2 309.30 Reach #2 484.53 Reach #2 501.29 * * * * * * * * * Reach #2 91.00 Reach #2 120.62 Reach #2 139.47 Reach #2 176.66 Reach #2 287.27 Reach #2 304.90 Reach #2 481.76 Reach #2 496.54 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach-64 * 205 * 2758.16 * 2758.15 * 0.01 * 0.01 * 0.00 * * 10.00 * * Reach-64 * 205 * 2758.56 * 2758.51 * 0.05 * 0.01 * 0.00 * * 100.00 * * Reach-64 * 205 * 2758.82 * 2758.74 * 0.08 * 0.01 * 0.00 * * 200.00 * * Reach-64 * 205 * 2759.32 * 2759.22 * 0.11 * 0.01 * 0.00 * * 500.00 * * Reach-64 * 205 * 2759.75 * 2759.57 * 0.18 * 0.01 * 0.00 * * 1000.00 * * Reach-64 * 205 * 2760.45 * 2760.23 * 0.22 * 0.01 * 0.00 * * 2000.00 * * Reach-64 * 205 * 2760.84 * 2760.54 * 0.30 * 0.01 * 0.00 * * 3000.00 * * Reach-64 * 205 * 2761.43 * 2761.00 * 0.43 * 0.01 * 0.00 * * 4800.00 * * * * * * * * * * * * Reach-64 * 200 * 2758.14 * 2758.13 * 0.01 * * * * 10.00 * * Reach-64 * 200 * 2758.55 * 2758.49 * 0.06 * * * * 100.00 * * Reach-64 * 200 * 2758.80 * 2758.71 * 0.09 * * * * 200.00 * * Reach-64 * 200 * 2759.31 * 2759.19 * 0.12 * * * * 500.00 * * Reach-64 * 200 * 2759.73 * 2759.54 * 0.19 * * * * 1000.00 * * Reach-64 * 200 * 2760.44 * 2760.21 * 0.23 * * * * 2000.00 * * Reach-64 * 200 * 2760.82 * 2760.51 * 0.31 * * * * 3000.00 * * Reach-64 * 200 * 2761.42 * 2760.97 * 0.44 * * * * 4800.00 * * * * * * * * * * * * Reach-6 * 205 * 2758.14 * 2758.13 * 0.01 * 0.02 * 0.00 * * 10.00 * * Reach-6 * 205 * 2758.52 * 2758.45 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-6 * 205 * 2758.76 * 2758.64 * 0.12 * 0.03 * 0.00 * * 200.00 * * Reach-6 * 205 * 2759.25 * 2759.08 * 0.17 * 0.03 * 0.01 * * 500.00 * * Reach-6 * 205 * 2759.67 * 2759.42 * 0.25 * 0.03 * 0.01 * * 1000.00 * * Reach-6 * 205 * 2760.30 * 2759.88 * 0.41 * 0.03 * 0.01 * * 2000.00 * * Reach-6 * 205 * 2760.75 * 2760.35 * 0.40 * 0.03 * 0.01 * * 3000.00 * * Reach #2 94.87 Reach #2 131.23 Reach #2 153.77 Reach #2 281.72 Reach #2 296.17 Reach #2 481.30 Reach #2 489.58 Reach #2 501.91 * * * * * * * * * Reach #2 93.38 Reach #2 129.14 Reach #2 151.54 Reach #2 280.73 Reach #2 295.13 Reach #2 480.61 Reach #2 488.86 Reach #2 501.20 * * * * * * * * * Reach #2 93.50 Reach #2 124.86 Reach #2 144.56 Reach #2 276.09 Reach #2 290.29 Reach #2 309.29 Reach #2 484.52 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #2 * 501.76 * * * Reach #2 * 89.32 * Reach #2 * 120.33 * Reach #2 * 139.03 * Reach #2 * 175.98 * Reach #2 * 286.98 * Reach #2 * 304.49 * Reach #2 * 481.51 * Reach #2 * 495.94 * * * Reach #2 * 93.80 * Reach #2 * 125.22 * Reach #2 * 145.04 * Reach #2 * 276.39 * Reach #2 * 290.42 * Reach #2 * 309.41 * Reach #2 * 484.59 * Reach #2 * 501.49 * * * Reach #2 * 91.10 * Reach #2 * 120.99 * Reach #2 * 139.96 * Reach #2 * 177.44 * Reach #2 * 287.59 * Reach #2 * 305.38 * Reach-6 * 205 * 2761.60 * 2760.99 * 0.61 * 0.02 * 0.02 * * 5700.00 * * * * * * * * * * Reach-6 * 200 * 2758.12 * 2758.09 * 0.03 * * * * 10.00 * Reach-6 * 200 * 2758.50 * 2758.40 * 0.10 * * * * 100.00 * Reach-6 * 200 * 2758.74 * 2758.59 * 0.15 * * * * 200.00 * Reach-6 * 200 * 2759.22 * 2758.96 * 0.26 * * * * 500.00 * Reach-6 * 200 * 2759.65 * 2759.34 * 0.30 * * * * 1000.00 * Reach-6 * 200 * 2760.27 * 2759.77 * 0.50 * * * * 2000.00 * Reach-6 * 200 * 2760.72 * 2760.24 * 0.48 * * * * 3000.00 * Reach-6 * 200 * 2761.56 * 2760.78 * 0.79 * * * * 5700.00 * * * * * * * * * * Reach-5 * 205 * 2758.15 * 2758.13 * 0.01 * 0.02 * 0.00 * * 10.00 * Reach-5 * 205 * 2758.52 * 2758.45 * 0.07 * 0.02 * 0.00 * * 100.00 * Reach-5 * 205 * 2758.77 * 2758.65 * 0.12 * 0.02 * 0.00 * * 200.00 * Reach-5 * 205 * 2759.25 * 2759.09 * 0.16 * 0.03 * 0.01 * * 500.00 * Reach-5 * 205 * 2759.68 * 2759.43 * 0.25 * 0.02 * 0.00 * * 1000.00 * Reach-5 * 205 * 2760.30 * 2759.89 * 0.41 * 0.03 * 0.01 * * 2000.00 * Reach-5 * 205 * 2760.75 * 2760.36 * 0.40 * 0.02 * 0.01 * * 3000.00 * Reach-5 * 205 * 2761.62 * 2760.98 * 0.64 * 0.02 * 0.01 * * 5800.00 * * * * * * * * * * Reach-5 * 200 * 2758.13 * 2758.11 * 0.02 * * * * 10.00 * Reach-5 * 200 * 2758.50 * 2758.41 * 0.09 * * * * 100.00 * Reach-5 * 200 * 2758.74 * 2758.60 * 0.14 * * * * 200.00 * Reach-5 * 200 * 2759.22 * 2758.97 * 0.25 * * * * 500.00 * Reach-5 * 200 * 2759.65 * 2759.36 * 0.29 * * * * 1000.00 * Reach-5 * 200 * 2760.27 * 2759.79 * 0.48 * * * * 2000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #2 * 482.05 * Reach #2 * 497.21 * * * Reach #2 * 93.82 * Reach #2 * 125.34 * Reach #2 * 145.26 * Reach #2 * 277.98 * Reach #2 * 290.54 * Reach #2 * 309.55 * Reach #2 * 484.66 * Reach #2 * 501.54 * * * Reach #2 * 91.17 * Reach #2 * 121.23 * Reach #2 * 140.32 * Reach #2 * 275.84 * Reach #2 * 287.81 * Reach #2 * 305.71 * Reach #2 * 482.24 * Reach #2 * 497.51 * * * Reach #2 * 93.82 * Reach #2 * 125.46 * Reach #2 * 145.41 * Reach #2 * 278.04 * Reach #2 * 290.62 * Reach-5 * 200 * 2760.73 * 2760.26 * 0.46 * * * * 3000.00 * Reach-5 * 200 * 2761.59 * 2760.83 * 0.77 * * * * 5800.00 * * * * * * * * * * Reach-4 * 205 * 2758.15 * 2758.14 * 0.01 * 0.02 * 0.00 * * 10.00 * Reach-4 * 205 * 2758.52 * 2758.45 * 0.07 * 0.02 * 0.00 * * 100.00 * Reach-4 * 205 * 2758.77 * 2758.65 * 0.12 * 0.02 * 0.00 * * 200.00 * Reach-4 * 205 * 2759.27 * 2759.13 * 0.14 * 0.02 * 0.00 * * 500.00 * Reach-4 * 205 * 2759.68 * 2759.43 * 0.25 * 0.02 * 0.00 * * 1000.00 * Reach-4 * 205 * 2760.30 * 2759.89 * 0.41 * 0.02 * 0.01 * * 2000.00 * Reach-4 * 205 * 2760.75 * 2760.36 * 0.39 * 0.02 * 0.01 * * 3000.00 * Reach-4 * 205 * 2761.62 * 2760.99 * 0.64 * 0.02 * 0.01 * * 5800.00 * * * * * * * * * * Reach-4 * 200 * 2758.13 * 2758.11 * 0.02 * * * * 10.00 * Reach-4 * 200 * 2758.50 * 2758.41 * 0.09 * * * * 100.00 * Reach-4 * 200 * 2758.74 * 2758.60 * 0.14 * * * * 200.00 * Reach-4 * 200 * 2759.25 * 2759.08 * 0.17 * * * * 500.00 * Reach-4 * 200 * 2759.65 * 2759.36 * 0.29 * * * * 1000.00 * Reach-4 * 200 * 2760.27 * 2759.80 * 0.48 * * * * 2000.00 * Reach-4 * 200 * 2760.73 * 2760.27 * 0.46 * * * * 3000.00 * Reach-4 * 200 * 2761.59 * 2760.84 * 0.76 * * * * 5800.00 * * * * * * * * * * Reach-3 * 205 * 2758.15 * 2758.14 * 0.01 * 0.02 * 0.00 * * 10.00 * Reach-3 * 205 * 2758.52 * 2758.45 * 0.07 * 0.02 * 0.00 * * 100.00 * Reach-3 * 205 * 2758.77 * 2758.65 * 0.11 * 0.02 * 0.00 * * 200.00 * Reach-3 * 205 * 2759.27 * 2759.13 * 0.14 * 0.02 * 0.00 * * 500.00 * Reach-3 * 205 * 2759.68 * 2759.43 * 0.24 * 0.02 * 0.00 * * 1000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #2 * Reach-3 309.65 * Reach #2 * Reach-3 484.72 * Reach #2 * Reach-3 501.42 * * * Reach #2 * Reach-3 91.22 * Reach #2 * Reach-3 121.40 * Reach #2 * Reach-3 140.54 * Reach #2 * Reach-3 275.94 * Reach #2 * Reach-3 287.96 * Reach #2 * Reach-3 305.93 * Reach #2 * Reach-3 482.37 * Reach #2 * Reach-3 497.71 * * * Reach #18 * Reach-2 23.78 * Reach #18 * Reach-2 43.24 * Reach #18 * Reach-2 49.79 * Reach #18 * Reach-2 137.98 * Reach #18 * Reach-2 155.37 * Reach #18 * Reach-2 175.61 * Reach #18 * Reach-2 218.26 * Reach #18 * Reach-2 358.80 * * * Reach #18 * Reach-2 22.79 * Reach #18 * Reach-2 41.95 * Reach #18 * Reach-2 48.65 * Reach #18 * Reach-2 135.72 * * 205 * 2760.30 * 2759.89 * 0.41 * 0.02 * 0.01 * * 2000.00 * * 205 * 2760.75 * 2760.36 * 0.39 * 0.02 * 0.01 * * 3000.00 * * 205 * 2761.62 * 2760.98 * 0.64 * 0.02 * 0.01 * * 5800.00 * * * * * * * * * * * 200 * 2758.13 * 2758.11 * 0.02 * * * * 10.00 * * 200 * 2758.50 * 2758.41 * 0.09 * * * * 100.00 * * 200 * 2758.74 * 2758.60 * 0.14 * * * * 200.00 * * 200 * 2759.25 * 2759.08 * 0.17 * * * * 500.00 * * 200 * 2759.65 * 2759.37 * 0.29 * * * * 1000.00 * * 200 * 2760.28 * 2759.80 * 0.47 * * * * 2000.00 * * 200 * 2760.73 * 2760.27 * 0.45 * * * * 3000.00 * * 200 * 2761.60 * 2760.84 * 0.75 * * * * 5800.00 * * * * * * * * * * * 1805 * 3378.36 * 3378.32 * 0.04 * 0.02 * 0.00 * * 10.00 * * 1805 * 3379.20 * 3379.02 * 0.18 * 0.02 * 0.00 * * 100.00 * * 1805 * 3379.68 * 3379.40 * 0.28 * 0.02 * 0.00 * * 200.00 * * 1805 * 3380.58 * 3380.33 * 0.25 * 0.02 * 0.00 * * 500.00 * * 1805 * 3381.22 * 3380.81 * 0.41 * 0.02 * 0.01 * * 1000.00 * * 1805 * 3382.16 * 3381.53 * 0.63 * 0.02 * 0.01 * * 2000.00 * * 1805 * 3384.09 * 3383.07 * 1.03 * 0.02 * 0.03 * * 5000.00 * * 1805 * 3386.14 * 3384.98 * 1.16 * 0.02 * 0.04 * * 9900.00 * * * * * * * * * * * 1800 * 3378.34 * 3378.29 * 0.05 * * * * 10.00 * * 1800 * 3379.17 * 3378.97 * 0.21 * * * * 100.00 * * 1800 * 3379.65 * 3379.33 * 0.32 * * * * 200.00 * * 1800 * 3380.56 * 3380.26 * 0.29 * * * * 500.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #18 152.46 Reach #18 172.23 Reach #18 207.48 Reach #18 310.29 * Reach-2 * 1800 * 3381.20 * 3380.73 * 0.47 * * * * 1000.00 * * Reach-2 * 1800 * 3382.13 * 3381.40 * 0.74 * * * * 2000.00 * * Reach-2 * 1800 * 3384.04 * 3382.72 * 1.32 * * * * 5000.00 * * Reach-2 * 1800 * 3386.07 * 3384.48 * 1.59 * * * * 9900.00 * * * * * * * * * * * * Reach-52-53-52 * 1805 * 3378.36 * 3378.32 * 0.04 * 0.02 * 0.00 * * 10.00 * * Reach-52-53-52 * 1805 * 3379.19 * 3379.01 * 0.18 * 0.03 * 0.00 * * 100.00 * * Reach-52-53-52 * 1805 * 3379.67 * 3379.39 * 0.28 * 0.03 * 0.01 * * 200.00 * * Reach-52-53-52 * 1805 * 3380.58 * 3380.32 * 0.26 * 0.03 * 0.00 * * 500.00 * * Reach-52-53-52 * 1805 * 3381.22 * 3380.81 * 0.41 * 0.03 * 0.01 * * 1000.00 * * Reach-52-53-52 * 1805 * 3382.16 * 3381.53 * 0.63 * 0.02 * 0.01 * * 2000.00 * * Reach-52-53-52 * 1805 * 3384.09 * 3383.07 * 1.02 * 0.02 * 0.03 * * 5000.00 * * Reach-52-53-52 * 1805 * 3386.14 * 3384.98 * 1.16 * 0.02 * 0.04 * * 9900.00 * * * * * * * * * * * * Reach-52-53-52 * 1800 * 3378.34 * 3378.28 * 0.06 * * * * 10.00 * * Reach-52-53-52 * 1800 * 3379.17 * 3378.95 * 0.22 * * * * 100.00 * * Reach-52-53-52 * 1800 * 3379.65 * 3379.31 * 0.33 * * * * 200.00 * * Reach-52-53-52 * 1800 * 3380.55 * 3380.25 * 0.31 * * * * 500.00 * * Reach-52-53-52 * 1800 * 3381.19 * 3380.71 * 0.49 * * * * 1000.00 * * Reach-52-53-52 * 1800 * 3382.13 * 3381.36 * 0.77 * * * * 2000.00 * * Reach-52-53-52 * 1800 * 3384.04 * 3382.71 * 1.34 * * * * 5000.00 * * Reach-52-53-52 * 1800 * 3386.07 * 3384.48 * 1.59 * * * * 9900.00 * * * * * * * * * * * * 1805 * 3378.36 * 3378.32 * 0.04 * 0.02 * 0.00 * * 10.00 * * 1805 * 3379.19 * 3379.01 * 0.18 * 0.02 * 0.00 * * 100.00 * * 1805 * 3379.67 * 3379.39 * 0.28 * 0.02 * 0.00 * * 200.00 * * * * * * Reach #18 23.71 Reach #18 43.07 Reach #18 49.66 Reach #18 137.61 Reach #18 155.10 Reach #18 175.67 Reach #18 218.39 Reach #18 358.80 * * * * * * * * * Reach #18 22.66 Reach #18 41.54 Reach #18 48.32 Reach #18 135.11 Reach #18 151.58 Reach #18 171.34 Reach #18 207.04 Reach #18 310.29 * * * * * * * * * Reach #18 * Reach-52-53-53 23.73 * Reach #18 * Reach-52-53-53 43.13 * Reach #18 * Reach-52-53-53 49.65 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #18 137.73 Reach #18 155.23 Reach #18 175.59 Reach #18 218.38 Reach #18 358.80 * Reach-52-53-53 * 1805 * 3380.58 * 3380.32 * 0.26 * 0.02 * 0.00 * * 500.00 * * Reach-52-53-53 * 1805 * 3381.22 * 3380.81 * 0.41 * 0.02 * 0.01 * * 1000.00 * * Reach-52-53-53 * 1805 * 3382.16 * 3381.52 * 0.63 * 0.02 * 0.01 * * 2000.00 * * Reach-52-53-53 * 1805 * 3384.09 * 3383.07 * 1.02 * 0.02 * 0.03 * * 5000.00 * * Reach-52-53-53 * 1805 * 3386.14 * 3384.98 * 1.16 * 0.02 * 0.04 * * 9900.00 * * * * * * * * * * * * Reach-52-53-53 * 1800 * 3378.34 * 3378.28 * 0.06 * * * * 10.00 * * Reach-52-53-53 * 1800 * 3379.17 * 3378.96 * 0.21 * * * * 100.00 * * Reach-52-53-53 * 1800 * 3379.65 * 3379.32 * 0.33 * * * * 200.00 * * Reach-52-53-53 * 1800 * 3380.55 * 3380.25 * 0.30 * * * * 500.00 * * Reach-52-53-53 * 1800 * 3381.20 * 3380.72 * 0.48 * * * * 1000.00 * * Reach-52-53-53 * 1800 * 3382.13 * 3381.37 * 0.76 * * * * 2000.00 * * Reach-52-53-53 * 1800 * 3384.04 * 3382.71 * 1.34 * * * * 5000.00 * * Reach-52-53-53 * 1800 * 3386.07 * 3384.48 * 1.59 * * * * 9900.00 * * * * * * * * * * * * Reach-53A * 1805 * 3378.36 * 3378.32 * 0.04 * 0.02 * 0.00 * * 10.00 * * Reach-53A * 1805 * 3379.19 * 3379.00 * 0.19 * 0.03 * 0.01 * * 100.00 * * Reach-53A * 1805 * 3379.67 * 3379.38 * 0.29 * 0.03 * 0.01 * * 200.00 * * Reach-53A * 1805 * 3380.58 * 3380.31 * 0.26 * 0.03 * 0.01 * * 500.00 * * Reach-53A * 1805 * 3381.22 * 3380.81 * 0.41 * 0.03 * 0.01 * * 1000.00 * * Reach-53A * 1805 * 3382.17 * 3381.57 * 0.60 * 0.02 * 0.02 * * 2000.00 * * Reach-53A * 1805 * 3384.09 * 3383.07 * 1.02 * 0.02 * 0.03 * * 5000.00 * * Reach-53A * 1805 * 3386.14 * 3384.98 * 1.16 * 0.02 * 0.04 * * 9900.00 * * * * * * * * * * * * 1800 * 3378.33 * 3378.27 * 0.06 * * * * 10.00 * * 1800 * 3379.16 * 3378.92 * 0.24 * * * * 100.00 * * * * * * * Reach #18 22.69 Reach #18 41.66 Reach #18 48.42 Reach #18 135.29 Reach #18 151.83 Reach #18 171.60 Reach #18 207.03 Reach #18 310.29 * * * * * * * * * Reach #18 23.59 Reach #18 42.88 Reach #18 49.47 Reach #18 137.40 Reach #18 155.18 Reach #18 176.78 Reach #18 218.38 Reach #18 358.80 * * * * * * * * * Reach #18 * Reach-53A 22.36 * Reach #18 * Reach-53A 40.66 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #18 47.62 Reach #18 133.82 Reach #18 149.71 Reach #18 169.64 Reach #18 207.06 Reach #18 310.29 * Reach-53A * 1800 * 3379.64 * 3379.27 * 0.37 * * * * 200.00 * * Reach-53A * 1800 * 3380.55 * 3380.21 * 0.33 * * * * 500.00 * * Reach-53A * 1800 * 3381.19 * 3380.66 * 0.53 * * * * 1000.00 * * Reach-53A * 1800 * 3382.13 * 3381.30 * 0.83 * * * * 2000.00 * * Reach-53A * 1800 * 3384.04 * 3382.71 * 1.34 * * * * 5000.00 * * Reach-53A * 1800 * 3386.07 * 3384.48 * 1.59 * * * * 9900.00 * * * * * * * * * * * * Reach-59 * 1805 * 3378.36 * 3378.31 * 0.04 * 0.03 * 0.00 * * 10.00 * * Reach-59 * 1805 * 3379.19 * 3379.01 * 0.18 * 0.03 * 0.01 * * 100.00 * * Reach-59 * 1805 * 3379.67 * 3379.39 * 0.28 * 0.03 * 0.01 * * 200.00 * * Reach-59 * 1805 * 3380.58 * 3380.32 * 0.26 * 0.03 * 0.01 * * 500.00 * * Reach-59 * 1805 * 3381.22 * 3380.82 * 0.41 * 0.03 * 0.02 * * 1000.00 * * Reach-59 * 1805 * 3382.17 * 3381.57 * 0.60 * 0.02 * 0.02 * * 2000.00 * * Reach-59 * 1805 * 3384.09 * 3383.07 * 1.02 * 0.02 * 0.03 * * 5000.00 * * Reach-59 * 1805 * 3386.14 * 3384.98 * 1.16 * 0.02 * 0.04 * * 9900.00 * * * * * * * * * * * * Reach-59 * 1800 * 3378.32 * 3378.25 * 0.08 * * * * 10.00 * * Reach-59 * 1800 * 3379.15 * 3378.85 * 0.30 * * * * 100.00 * * Reach-59 * 1800 * 3379.64 * 3379.22 * 0.42 * * * * 200.00 * * Reach-59 * 1800 * 3380.54 * 3380.16 * 0.38 * * * * 500.00 * * Reach-59 * 1800 * 3381.19 * 3380.63 * 0.56 * * * * 1000.00 * * Reach-59 * 1800 * 3382.13 * 3381.30 * 0.83 * * * * 2000.00 * * Reach-59 * 1800 * 3384.04 * 3382.71 * 1.34 * * * * 5000.00 * * Reach-59 * 1800 * 3386.07 * 3384.48 * 1.59 * * * * 9900.00 * * * * * * * * * * * * 1805 * 3378.36 * 3378.32 * 0.04 * 0.03 * 0.01 * * 10.00 * * * * * * * * Reach #18 23.52 Reach #18 42.99 Reach #18 49.69 Reach #18 137.63 Reach #18 155.47 Reach #18 176.78 Reach #18 218.39 Reach #18 358.80 * * * * * * * * * Reach #18 21.69 Reach #18 38.76 Reach #18 46.64 Reach #18 131.92 Reach #18 148.68 Reach #18 169.64 Reach #18 207.04 Reach #18 310.29 * * * * * * * * * Reach #18 * Reach-59A 23.61 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #18 42.98 Reach #18 49.68 Reach #18 137.60 Reach #18 155.46 Reach #18 176.78 Reach #18 218.38 Reach #18 358.80 * Reach-59A * 1805 * 3379.19 * 3379.01 * 0.18 * 0.03 * 0.01 * * 100.00 * * Reach-59A * 1805 * 3379.67 * 3379.39 * 0.28 * 0.03 * 0.01 * * 200.00 * * Reach-59A * 1805 * 3380.58 * 3380.32 * 0.26 * 0.03 * 0.01 * * 500.00 * * Reach-59A * 1805 * 3381.22 * 3380.82 * 0.41 * 0.03 * 0.02 * * 1000.00 * * Reach-59A * 1805 * 3382.17 * 3381.57 * 0.60 * 0.02 * 0.02 * * 2000.00 * * Reach-59A * 1805 * 3384.09 * 3383.07 * 1.02 * 0.02 * 0.03 * * 5000.00 * * Reach-59A * 1805 * 3386.14 * 3384.98 * 1.16 * 0.02 * 0.04 * * 9900.00 * * * * * * * * * * * * Reach-59A * 1800 * 3378.32 * 3378.23 * 0.10 * * * * 10.00 * * Reach-59A * 1800 * 3379.15 * 3378.85 * 0.30 * * * * 100.00 * * Reach-59A * 1800 * 3379.64 * 3379.22 * 0.42 * * * * 200.00 * * Reach-59A * 1800 * 3380.54 * 3380.16 * 0.38 * * * * 500.00 * * Reach-59A * 1800 * 3381.19 * 3380.63 * 0.56 * * * * 1000.00 * * Reach-59A * 1800 * 3382.13 * 3381.30 * 0.83 * * * * 2000.00 * * Reach-59A * 1800 * 3384.04 * 3382.71 * 1.34 * * * * 5000.00 * * Reach-59A * 1800 * 3386.07 * 3384.48 * 1.59 * * * * 9900.00 * * * * * * * * * * * * Reach-60 * 1805 * 3378.36 * 3378.32 * 0.04 * 0.02 * 0.00 * * 10.00 * * Reach-60 * 1805 * 3379.19 * 3379.01 * 0.18 * 0.03 * 0.00 * * 100.00 * * Reach-60 * 1805 * 3379.67 * 3379.39 * 0.29 * 0.03 * 0.01 * * 200.00 * * Reach-60 * 1805 * 3380.58 * 3380.32 * 0.26 * 0.03 * 0.01 * * 500.00 * * Reach-60 * 1805 * 3381.22 * 3380.81 * 0.41 * 0.03 * 0.01 * * 1000.00 * * Reach-60 * 1805 * 3382.17 * 3381.55 * 0.62 * 0.02 * 0.02 * * 2000.00 * * Reach-60 * 1805 * 3384.09 * 3383.06 * 1.03 * 0.02 * 0.03 * * 5000.00 * * Reach-60 * 1805 * 3386.14 * 3384.99 * 1.16 * 0.02 * 0.04 * * 9900.00 * * * * * * * * * * * * * * * * * * * Reach #18 21.07 Reach #18 38.76 Reach #18 46.64 Reach #18 131.97 Reach #18 148.64 Reach #18 169.64 Reach #18 207.03 Reach #18 310.29 * * * * * * * * * Reach #18 23.73 Reach #18 43.07 Reach #18 49.58 Reach #18 137.60 Reach #18 155.10 Reach #18 176.29 Reach #18 217.79 Reach #18 359.08 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #18 22.59 Reach #18 41.33 Reach #18 48.16 Reach #18 134.80 Reach #18 151.15 Reach #18 170.90 Reach #18 207.10 Reach #18 310.40 * Reach-60 * 1800 * 3378.34 * 3378.28 * 0.06 * * * * 10.00 * * Reach-60 * 1800 * 3379.17 * 3378.95 * 0.22 * * * * 100.00 * * Reach-60 * 1800 * 3379.65 * 3379.30 * 0.34 * * * * 200.00 * * Reach-60 * 1800 * 3380.55 * 3380.24 * 0.31 * * * * 500.00 * * Reach-60 * 1800 * 3381.19 * 3380.70 * 0.50 * * * * 1000.00 * * Reach-60 * 1800 * 3382.13 * 3381.34 * 0.78 * * * * 2000.00 * * Reach-60 * 1800 * 3384.04 * 3382.71 * 1.33 * * * * 5000.00 * * Reach-60 * 1800 * 3386.07 * 3384.48 * 1.59 * * * * 9900.00 * * * * * * * * * * * * Reach-61 * 1805 * 3378.46 * 3378.44 * 0.02 * 0.01 * 0.00 * * 10.00 * * Reach-61 * 1805 * 3379.45 * 3379.38 * 0.07 * 0.01 * 0.00 * * 100.00 * * Reach-61 * 1805 * 3380.02 * 3379.91 * 0.11 * 0.01 * 0.00 * * 200.00 * * Reach-61 * 1805 * 3380.90 * 3380.79 * 0.11 * 0.01 * 0.00 * * 500.00 * * Reach-61 * 1805 * 3381.64 * 3381.48 * 0.17 * 0.01 * 0.00 * * 1000.00 * * Reach-61 * 1805 * 3382.71 * 3382.45 * 0.26 * 0.01 * 0.00 * * 2000.00 * * Reach-61 * 1805 * 3384.29 * 3383.92 * 0.37 * 0.01 * 0.00 * * 4000.00 * * Reach-61 * 1805 * 3385.36 * 3384.98 * 0.38 * 0.01 * 0.00 * * 5650.00 * * * * * * * * * * * * Reach-61 * 1800 * 3378.45 * 3378.44 * 0.02 * * * * 10.00 * * Reach-61 * 1800 * 3379.45 * 3379.37 * 0.07 * * * * 100.00 * * Reach-61 * 1800 * 3380.02 * 3379.91 * 0.11 * * * * 200.00 * * Reach-61 * 1800 * 3380.89 * 3380.79 * 0.11 * * * * 500.00 * * Reach-61 * 1800 * 3381.64 * 3381.47 * 0.17 * * * * 1000.00 * * Reach-61 * 1800 * 3382.71 * 3382.44 * 0.26 * * * * 2000.00 * * Reach-61 * 1800 * 3384.28 * 3383.91 * 0.37 * * * * 4000.00 * * Reach-61 * 1800 * 3385.35 * 3384.97 * 0.38 * * * * 5650.00 * * * * * * * * * * Reach #18 27.16 Reach #18 49.47 Reach #18 58.69 Reach #18 154.59 Reach #18 174.34 Reach #18 200.16 Reach #18 260.13 Reach #18 358.68 * * * * * * * * * Reach #18 26.97 Reach #18 49.34 Reach #18 58.55 Reach #18 154.33 Reach #18 174.13 Reach #18 199.93 Reach #18 259.69 Reach #18 357.71 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach-12A * 1705 * 3432.13 * 3432.12 * 0.01 * 0.03 * 0.00 * * 10.00 * * Reach-12A * 1705 * 3432.51 * 3432.42 * 0.09 * 0.03 * 0.00 * * 100.00 * * Reach-12A * 1705 * 3432.79 * 3432.63 * 0.16 * 0.03 * 0.01 * * 200.00 * * Reach-12A * 1705 * 3433.41 * 3433.18 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-12A * 1705 * 3433.98 * 3433.61 * 0.37 * 0.03 * 0.01 * * 1000.00 * * Reach-12A * 1705 * 3434.82 * 3434.37 * 0.45 * 0.03 * 0.02 * * 2000.00 * * Reach-12A * 1705 * 3435.88 * 3435.33 * 0.55 * 0.03 * 0.02 * * 4000.00 * * Reach-12A * 1705 * 3436.71 * 3436.00 * 0.71 * 0.02 * 0.02 * * 6550.00 * * * * * * * * * * * * Reach-12A * 1700 * 3432.10 * 3432.07 * 0.03 * * * * 10.00 * * Reach-12A * 1700 * 3432.49 * 3432.36 * 0.12 * * * * 100.00 * * Reach-12A * 1700 * 3432.76 * 3432.55 * 0.21 * * * * 200.00 * * Reach-12A * 1700 * 3433.38 * 3433.08 * 0.30 * * * * 500.00 * * Reach-12A * 1700 * 3433.95 * 3433.45 * 0.50 * * * * 1000.00 * * Reach-12A * 1700 * 3434.78 * 3434.16 * 0.62 * * * * 2000.00 * * Reach-12A * 1700 * 3435.83 * 3435.06 * 0.77 * * * * 4000.00 * * Reach-12A * 1700 * 3436.66 * 3435.72 * 0.95 * * * * 6550.00 * * * * * * * * * * * * Reach-11-12-12 * 1705 * 3432.13 * 3432.12 * 0.01 * 0.02 * 0.00 * * 10.00 * * Reach-11-12-12 * 1705 * 3432.51 * 3432.43 * 0.09 * 0.03 * 0.00 * * 100.00 * * Reach-11-12-12 * 1705 * 3432.79 * 3432.63 * 0.16 * 0.03 * 0.01 * * 200.00 * * Reach-11-12-12 * 1705 * 3433.41 * 3433.18 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-11-12-12 * 1705 * 3433.98 * 3433.62 * 0.37 * 0.03 * 0.01 * * 1000.00 * * Reach-11-12-12 * 1705 * 3434.82 * 3434.37 * 0.45 * 0.03 * 0.02 * * 2000.00 * * Reach-11-12-12 * 1705 * 3435.88 * 3435.33 * 0.55 * 0.03 * 0.02 * * 4000.00 * * Reach #17 97.76 Reach #17 100.89 Reach #17 103.03 Reach #17 165.49 Reach #17 175.98 Reach #17 267.45 Reach #17 407.30 Reach #17 471.29 * * * * * * * * * Reach #17 97.23 Reach #17 100.27 Reach #17 102.21 Reach #17 162.98 Reach #17 172.01 Reach #17 262.61 Reach #17 381.41 Reach #17 444.13 * * * * * * * * * Reach #17 97.76 Reach #17 100.93 Reach #17 103.03 Reach #17 165.46 Reach #17 176.07 Reach #17 267.45 Reach #17 407.21 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #17 * 471.29 * * * Reach #17 * 97.41 * Reach #17 * 100.15 * Reach #17 * 102.03 * Reach #17 * 162.43 * Reach #17 * 171.61 * Reach #17 * 262.60 * Reach #17 * 381.55 * Reach #17 * 444.13 * * * Reach #17 * 97.76 * Reach #17 * 100.94 * Reach #17 * 103.06 * Reach #17 * 165.62 * Reach #17 * 176.18 * Reach #17 * 267.44 * Reach #17 * 407.16 * Reach #17 * 471.29 * * * Reach #17 * 97.23 * Reach #17 * 100.06 * Reach #17 * 101.90 * Reach #17 * 162.03 * Reach #17 * 171.56 * Reach #17 * 262.60 * Reach-11-12-12 * 1705 * 3436.71 * 3436.00 * 0.71 * 0.02 * 0.02 * * 6550.00 * * * * * * * * * * Reach-11-12-12 * 1700 * 3432.11 * 3432.09 * 0.02 * * * * 10.00 * Reach-11-12-12 * 1700 * 3432.48 * 3432.35 * 0.13 * * * * 100.00 * Reach-11-12-12 * 1700 * 3432.76 * 3432.53 * 0.22 * * * * 200.00 * Reach-11-12-12 * 1700 * 3433.37 * 3433.05 * 0.32 * * * * 500.00 * Reach-11-12-12 * 1700 * 3433.95 * 3433.43 * 0.52 * * * * 1000.00 * Reach-11-12-12 * 1700 * 3434.78 * 3434.16 * 0.62 * * * * 2000.00 * Reach-11-12-12 * 1700 * 3435.83 * 3435.06 * 0.77 * * * * 4000.00 * Reach-11-12-12 * 1700 * 3436.66 * 3435.72 * 0.95 * * * * 6550.00 * * * * * * * * * * Reach-11-12-11 * 1705 * 3432.13 * 3432.12 * 0.01 * 0.03 * 0.00 * * 10.00 * Reach-11-12-11 * 1705 * 3432.52 * 3432.43 * 0.09 * 0.03 * 0.00 * * 100.00 * Reach-11-12-11 * 1705 * 3432.79 * 3432.63 * 0.16 * 0.03 * 0.01 * * 200.00 * Reach-11-12-11 * 1705 * 3433.41 * 3433.19 * 0.22 * 0.03 * 0.01 * * 500.00 * Reach-11-12-11 * 1705 * 3433.99 * 3433.62 * 0.36 * 0.03 * 0.02 * * 1000.00 * Reach-11-12-11 * 1705 * 3434.82 * 3434.37 * 0.45 * 0.03 * 0.02 * * 2000.00 * Reach-11-12-11 * 1705 * 3435.88 * 3435.33 * 0.55 * 0.03 * 0.02 * * 4000.00 * Reach-11-12-11 * 1705 * 3436.71 * 3436.00 * 0.71 * 0.02 * 0.02 * * 6550.00 * * * * * * * * * * Reach-11-12-11 * 1700 * 3432.10 * 3432.07 * 0.03 * * * * 10.00 * Reach-11-12-11 * 1700 * 3432.48 * 3432.34 * 0.14 * * * * 100.00 * Reach-11-12-11 * 1700 * 3432.75 * 3432.52 * 0.23 * * * * 200.00 * Reach-11-12-11 * 1700 * 3433.37 * 3433.04 * 0.34 * * * * 500.00 * Reach-11-12-11 * 1700 * 3433.95 * 3433.43 * 0.52 * * * * 1000.00 * Reach-11-12-11 * 1700 * 3434.78 * 3434.16 * 0.62 * * * * 2000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #17 * 381.64 * Reach #17 * 444.13 * * * Reach #17 * 97.77 * Reach #17 * 100.94 * Reach #17 * 103.10 * Reach #17 * 165.56 * Reach #17 * 175.76 * Reach #17 * 267.01 * Reach #17 * 410.16 * Reach #17 * 471.29 * * * Reach #17 * 97.49 * Reach #17 * 100.44 * Reach #17 * 102.47 * Reach #17 * 163.81 * Reach #17 * 173.24 * Reach #17 * 263.98 * Reach #17 * 280.99 * Reach #17 * 444.13 * * * Reach #17 * 97.76 * Reach #17 * 100.94 * Reach #17 * 103.03 * Reach #17 * 165.80 * Reach #17 * 176.13 * Reach-11-12-11 * 1700 * 3435.83 * 3435.06 * 0.77 * * * * 4000.00 * Reach-11-12-11 * 1700 * 3436.66 * 3435.72 * 0.95 * * * * 6550.00 * * * * * * * * * * Reach-11-12A * 1705 * 3432.13 * 3432.12 * 0.01 * 0.02 * 0.00 * * 10.00 * Reach-11-12A * 1705 * 3432.51 * 3432.43 * 0.09 * 0.02 * 0.00 * * 100.00 * Reach-11-12A * 1705 * 3432.79 * 3432.64 * 0.15 * 0.03 * 0.00 * * 200.00 * Reach-11-12A * 1705 * 3433.41 * 3433.18 * 0.22 * 0.03 * 0.00 * * 500.00 * Reach-11-12A * 1705 * 3433.98 * 3433.60 * 0.38 * 0.03 * 0.01 * * 1000.00 * Reach-11-12A * 1705 * 3434.81 * 3434.35 * 0.46 * 0.03 * 0.01 * * 2000.00 * Reach-11-12A * 1705 * 3435.89 * 3435.36 * 0.53 * 0.02 * 0.04 * * 4000.00 * Reach-11-12A * 1705 * 3436.71 * 3436.00 * 0.71 * 0.02 * 0.02 * * 6550.00 * * * * * * * * * * Reach-11-12A * 1700 * 3432.11 * 3432.10 * 0.02 * * * * 10.00 * Reach-11-12A * 1700 * 3432.49 * 3432.38 * 0.11 * * * * 100.00 * Reach-11-12A * 1700 * 3432.77 * 3432.58 * 0.19 * * * * 200.00 * Reach-11-12A * 1700 * 3433.38 * 3433.11 * 0.27 * * * * 500.00 * Reach-11-12A * 1700 * 3433.95 * 3433.50 * 0.45 * * * * 1000.00 * Reach-11-12A * 1700 * 3434.78 * 3434.22 * 0.56 * * * * 2000.00 * Reach-11-12A * 1700 * 3435.83 * 3434.95 * 0.88 * * * * 4000.00 * Reach-11-12A * 1700 * 3436.66 * 3435.72 * 0.95 * * * * 6550.00 * * * * * * * * * * Reach-7-11-11 * 1705 * 3432.13 * 3432.12 * 0.01 * 0.03 * 0.00 * * 10.00 * Reach-7-11-11 * 1705 * 3432.52 * 3432.43 * 0.09 * 0.03 * 0.00 * * 100.00 * Reach-7-11-11 * 1705 * 3432.79 * 3432.63 * 0.16 * 0.03 * 0.01 * * 200.00 * Reach-7-11-11 * 1705 * 3433.41 * 3433.19 * 0.22 * 0.03 * 0.02 * * 500.00 * Reach-7-11-11 * 1705 * 3433.99 * 3433.62 * 0.37 * 0.03 * 0.01 * * 1000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #17 * Reach-7-11-11 267.44 * Reach #17 * Reach-7-11-11 411.38 * Reach #17 * Reach-7-11-11 471.31 * * * Reach #17 * Reach-7-11-11 97.23 * Reach #17 * Reach-7-11-11 100.22 * Reach #17 * Reach-7-11-11 102.13 * Reach #17 * Reach-7-11-11 106.22 * Reach #17 * Reach-7-11-11 171.68 * Reach #17 * Reach-7-11-11 262.57 * Reach #17 * Reach-7-11-11 280.23 * Reach #17 * Reach-7-11-11 444.13 * * * Reach #16 * Reach-19-20-19 56.68 * Reach #16 * Reach-19-20-19 104.65 * Reach #16 * Reach-19-20-19 131.24 * Reach #16 * Reach-19-20-19 228.33 * Reach #16 * Reach-19-20-19 245.45 * Reach #16 * Reach-19-20-19 273.24 * Reach #16 * Reach-19-20-19 320.81 * Reach #16 * Reach-19-20-19 400.18 * * * Reach #16 * Reach-19-20-19 53.70 * Reach #16 * Reach-19-20-19 100.60 * Reach #16 * Reach-19-20-19 126.83 * Reach #16 * Reach-19-20-19 226.36 * * 1705 * 3434.82 * 3434.37 * 0.45 * 0.03 * 0.02 * * 2000.00 * * 1705 * 3435.89 * 3435.37 * 0.52 * 0.02 * 0.04 * * 4000.00 * * 1705 * 3436.71 * 3436.00 * 0.71 * 0.02 * 0.02 * * 6550.00 * * * * * * * * * * * 1700 * 3432.10 * 3432.07 * 0.03 * * * * 10.00 * * 1700 * 3432.48 * 3432.36 * 0.13 * * * * 100.00 * * 1700 * 3432.76 * 3432.54 * 0.21 * * * * 200.00 * * 1700 * 3433.37 * 3432.94 * 0.43 * * * * 500.00 * * 1700 * 3433.95 * 3433.44 * 0.51 * * * * 1000.00 * * 1700 * 3434.78 * 3434.16 * 0.62 * * * * 2000.00 * * 1700 * 3435.83 * 3434.92 * 0.91 * * * * 4000.00 * * 1700 * 3436.66 * 3435.72 * 0.95 * * * * 6550.00 * * * * * * * * * * * 1605 * 3111.22 * 3111.21 * 0.02 * 0.02 * 0.00 * * 10.00 * * 1605 * 3111.72 * 3111.64 * 0.08 * 0.02 * 0.00 * * 100.00 * * 1605 * 3111.99 * 3111.87 * 0.12 * 0.02 * 0.00 * * 200.00 * * 1605 * 3112.46 * 3112.30 * 0.16 * 0.02 * 0.00 * * 500.00 * * 1605 * 3112.92 * 3112.65 * 0.27 * 0.02 * 0.00 * * 1000.00 * * 1605 * 3113.62 * 3113.18 * 0.44 * 0.02 * 0.00 * * 2000.00 * * 1605 * 3114.63 * 3113.96 * 0.67 * 0.02 * 0.01 * * 4000.00 * * 1605 * 3115.91 * 3114.98 * 0.93 * 0.02 * 0.01 * * 7600.00 * * * * * * * * * * * 1600 * 3111.21 * 3111.18 * 0.03 * * * * 10.00 * * 1600 * 3111.70 * 3111.60 * 0.10 * * * * 100.00 * * 1600 * 3111.97 * 3111.83 * 0.14 * * * * 200.00 * * 1600 * 3112.44 * 3112.26 * 0.18 * * * * 500.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #16 243.03 Reach #16 269.35 Reach #16 315.43 Reach #16 392.22 * Reach-19-20-19 * 1600 * 3112.90 * 3112.60 * 0.30 * * * * 1000.00 * * Reach-19-20-19 * 1600 * 3113.60 * 3113.12 * 0.48 * * * * 2000.00 * * Reach-19-20-19 * 1600 * 3114.61 * 3113.87 * 0.74 * * * * 4000.00 * * Reach-19-20-19 * 1600 * 3115.88 * 3114.84 * 1.04 * * * * 7600.00 * * * * * * * * * * * * Reach-18 * 1605 * 3111.22 * 3111.20 * 0.02 * 0.03 * 0.00 * * 10.00 * * Reach-18 * 1605 * 3111.71 * 3111.62 * 0.08 * 0.02 * 0.00 * * 100.00 * * Reach-18 * 1605 * 3111.98 * 3111.86 * 0.13 * 0.02 * 0.00 * * 200.00 * * Reach-18 * 1605 * 3112.45 * 3112.29 * 0.17 * 0.02 * 0.00 * * 500.00 * * Reach-18 * 1605 * 3112.92 * 3112.64 * 0.28 * 0.02 * 0.00 * * 1000.00 * * Reach-18 * 1605 * 3113.61 * 3113.16 * 0.45 * 0.02 * 0.01 * * 2000.00 * * Reach-18 * 1605 * 3114.63 * 3113.95 * 0.68 * 0.02 * 0.01 * * 4000.00 * * Reach-18 * 1605 * 3115.83 * 3114.98 * 0.86 * 0.02 * 0.02 * * 7300.00 * * * * * * * * * * * * Reach-18 * 1600 * 3111.19 * 3111.12 * 0.06 * * * * 10.00 * * Reach-18 * 1600 * 3111.69 * 3111.58 * 0.10 * * * * 100.00 * * Reach-18 * 1600 * 3111.96 * 3111.81 * 0.15 * * * * 200.00 * * Reach-18 * 1600 * 3112.43 * 3112.23 * 0.20 * * * * 500.00 * * Reach-18 * 1600 * 3112.89 * 3112.57 * 0.32 * * * * 1000.00 * * Reach-18 * 1600 * 3113.59 * 3113.07 * 0.52 * * * * 2000.00 * * Reach-18 * 1600 * 3114.60 * 3113.80 * 0.80 * * * * 4000.00 * * Reach-18 * 1600 * 3115.78 * 3114.69 * 1.09 * * * * 7300.00 * * * * * * * * * * * * 1605 * 3111.22 * 3111.20 * 0.02 * 0.02 * 0.00 * * 10.00 * * 1605 * 3111.71 * 3111.62 * 0.09 * 0.02 * 0.00 * * 100.00 * * 1605 * 3111.98 * 3111.85 * 0.13 * 0.03 * 0.00 * * 200.00 * * * * * * Reach #16 56.30 Reach #16 103.48 Reach #16 129.54 Reach #16 227.76 Reach #16 244.58 Reach #16 271.85 Reach #16 319.97 Reach #16 400.11 * * * * * * * * * Reach #16 47.24 Reach #16 98.83 Reach #16 124.46 Reach #16 225.29 Reach #16 241.46 Reach #16 266.31 Reach #16 311.14 Reach #16 383.06 * * * * * * * * * Reach #16 * Reach-17 56.13 * Reach #16 * Reach-17 102.71 * Reach #16 * Reach-17 128.89 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #16 227.31 Reach #16 244.12 Reach #16 271.44 Reach #16 322.15 Reach #16 400.35 * Reach-17 * 1605 * 3112.45 * 3112.28 * 0.17 * 0.03 * 0.00 * * 500.00 * * Reach-17 * 1605 * 3112.91 * 3112.63 * 0.29 * 0.03 * 0.01 * * 1000.00 * * Reach-17 * 1605 * 3113.61 * 3113.15 * 0.46 * 0.03 * 0.01 * * 2000.00 * * Reach-17 * 1605 * 3114.64 * 3113.98 * 0.66 * 0.02 * 0.02 * * 4000.00 * * Reach-17 * 1605 * 3115.84 * 3114.98 * 0.85 * 0.02 * 0.03 * * 7300.00 * * * * * * * * * * * * Reach-17 * 1600 * 3111.20 * 3111.17 * 0.03 * * * * 10.00 * * Reach-17 * 1600 * 3111.68 * 3111.57 * 0.11 * * * * 100.00 * * Reach-17 * 1600 * 3111.96 * 3111.80 * 0.16 * * * * 200.00 * * Reach-17 * 1600 * 3112.42 * 3112.22 * 0.21 * * * * 500.00 * * Reach-17 * 1600 * 3112.89 * 3112.54 * 0.34 * * * * 1000.00 * * Reach-17 * 1600 * 3113.58 * 3113.03 * 0.55 * * * * 2000.00 * * Reach-17 * 1600 * 3114.60 * 3113.75 * 0.85 * * * * 4000.00 * * Reach-17 * 1600 * 3115.78 * 3114.64 * 1.14 * * * * 7300.00 * * * * * * * * * * * * Reach-16-17-17 * 1605 * 3111.22 * 3111.20 * 0.02 * 0.02 * 0.00 * * 10.00 * * Reach-16-17-17 * 1605 * 3111.70 * 3111.61 * 0.09 * 0.03 * 0.01 * * 100.00 * * Reach-16-17-17 * 1605 * 3111.97 * 3111.84 * 0.14 * 0.03 * 0.01 * * 200.00 * * Reach-16-17-17 * 1605 * 3112.44 * 3112.27 * 0.18 * 0.03 * 0.01 * * 500.00 * * Reach-16-17-17 * 1605 * 3112.91 * 3112.63 * 0.28 * 0.03 * 0.01 * * 1000.00 * * Reach-16-17-17 * 1605 * 3113.62 * 3113.17 * 0.45 * 0.03 * 0.02 * * 2000.00 * * Reach-16-17-17 * 1605 * 3114.65 * 3114.00 * 0.65 * 0.02 * 0.02 * * 4000.00 * * Reach-16-17-17 * 1605 * 3115.84 * 3114.98 * 0.85 * 0.02 * 0.03 * * 7300.00 * * * * * * * * * * * * 1600 * 3111.19 * 3111.16 * 0.04 * * * * 10.00 * * 1600 * 3111.67 * 3111.53 * 0.14 * * * * 100.00 * * * * * * * Reach #16 52.60 Reach #16 97.40 Reach #16 122.57 Reach #16 224.45 Reach #16 240.19 Reach #16 263.93 Reach #16 307.76 Reach #16 380.22 * * * * * * * * * Reach #16 55.72 Reach #16 102.30 Reach #16 127.27 Reach #16 227.00 Reach #16 244.27 Reach #16 272.39 Reach #16 323.00 Reach #16 400.35 * * * * * * * * * Reach #16 * Reach-16-17-17 50.94 * Reach #16 * Reach-16-17-17 92.45 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #16 115.95 Reach #16 221.55 Reach #16 236.01 Reach #16 259.89 Reach #16 305.79 Reach #16 380.22 * Reach-16-17-17 * 1600 * 3111.94 * 3111.74 * 0.21 * * * * 200.00 * * Reach-16-17-17 * 1600 * 3112.41 * 3112.16 * 0.25 * * * * 500.00 * * Reach-16-17-17 * 1600 * 3112.88 * 3112.46 * 0.42 * * * * 1000.00 * * Reach-16-17-17 * 1600 * 3113.58 * 3112.95 * 0.62 * * * * 2000.00 * * Reach-16-17-17 * 1600 * 3114.60 * 3113.72 * 0.88 * * * * 4000.00 * * Reach-16-17-17 * 1600 * 3115.78 * 3114.64 * 1.14 * * * * 7300.00 * * * * * * * * * * * * Reach-16-17-16 * 1605 * 3111.22 * 3111.20 * 0.02 * 0.02 * 0.00 * * 10.00 * * Reach-16-17-16 * 1605 * 3111.70 * 3111.61 * 0.09 * 0.03 * 0.00 * * 100.00 * * Reach-16-17-16 * 1605 * 3111.98 * 3111.84 * 0.14 * 0.03 * 0.01 * * 200.00 * * Reach-16-17-16 * 1605 * 3112.44 * 3112.27 * 0.18 * 0.03 * 0.01 * * 500.00 * * Reach-16-17-16 * 1605 * 3112.91 * 3112.62 * 0.29 * 0.03 * 0.01 * * 1000.00 * * Reach-16-17-16 * 1605 * 3113.62 * 3113.17 * 0.45 * 0.03 * 0.02 * * 2000.00 * * Reach-16-17-16 * 1605 * 3114.65 * 3114.00 * 0.65 * 0.02 * 0.02 * * 4000.00 * * Reach-16-17-16 * 1605 * 3115.84 * 3114.98 * 0.85 * 0.02 * 0.03 * * 7300.00 * * * * * * * * * * * * Reach-16-17-16 * 1600 * 3111.19 * 3111.16 * 0.03 * * * * 10.00 * * Reach-16-17-16 * 1600 * 3111.67 * 3111.54 * 0.13 * * * * 100.00 * * Reach-16-17-16 * 1600 * 3111.94 * 3111.75 * 0.19 * * * * 200.00 * * Reach-16-17-16 * 1600 * 3112.41 * 3112.17 * 0.24 * * * * 500.00 * * Reach-16-17-16 * 1600 * 3112.88 * 3112.48 * 0.40 * * * * 1000.00 * * Reach-16-17-16 * 1600 * 3113.58 * 3112.96 * 0.62 * * * * 2000.00 * * Reach-16-17-16 * 1600 * 3114.60 * 3113.71 * 0.88 * * * * 4000.00 * * Reach-16-17-16 * 1600 * 3115.78 * 3114.64 * 1.14 * * * * 7300.00 * * * * * * * * * * * * 1605 * 3111.22 * 3111.20 * 0.02 * 0.03 * 0.00 * * 10.00 * * * * * * * * Reach #16 55.78 Reach #16 101.62 Reach #16 127.41 Reach #16 226.83 Reach #16 244.03 Reach #16 272.33 Reach #16 323.06 Reach #16 400.34 * * * * * * * * * Reach #16 51.35 Reach #16 93.66 Reach #16 117.56 Reach #16 222.26 Reach #16 236.96 Reach #16 259.98 Reach #16 305.67 Reach #16 380.22 * * * * * * * * * Reach #16 * Reach-16 56.30 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #16 103.42 Reach #16 129.87 Reach #16 227.74 Reach #16 244.55 Reach #16 271.81 Reach #16 319.96 Reach #16 400.11 * Reach-16 * 1605 * 3111.71 * 3111.62 * 0.09 * 0.02 * 0.00 * * 100.00 * * Reach-16 * 1605 * 3111.99 * 3111.86 * 0.13 * 0.02 * 0.00 * * 200.00 * * Reach-16 * 1605 * 3112.45 * 3112.28 * 0.17 * 0.02 * 0.00 * * 500.00 * * Reach-16 * 1605 * 3112.92 * 3112.64 * 0.28 * 0.02 * 0.00 * * 1000.00 * * Reach-16 * 1605 * 3113.61 * 3113.16 * 0.45 * 0.02 * 0.01 * * 2000.00 * * Reach-16 * 1605 * 3114.63 * 3113.95 * 0.68 * 0.02 * 0.01 * * 4000.00 * * Reach-16 * 1605 * 3115.83 * 3114.98 * 0.86 * 0.02 * 0.02 * * 7300.00 * * * * * * * * * * * * Reach-16 * 1600 * 3111.19 * 3111.12 * 0.06 * * * * 10.00 * * Reach-16 * 1600 * 3111.69 * 3111.58 * 0.10 * * * * 100.00 * * Reach-16 * 1600 * 3111.96 * 3111.81 * 0.15 * * * * 200.00 * * Reach-16 * 1600 * 3112.43 * 3112.23 * 0.20 * * * * 500.00 * * Reach-16 * 1600 * 3112.89 * 3112.57 * 0.32 * * * * 1000.00 * * Reach-16 * 1600 * 3113.59 * 3113.07 * 0.52 * * * * 2000.00 * * Reach-16 * 1600 * 3114.60 * 3113.80 * 0.80 * * * * 4000.00 * * Reach-16 * 1600 * 3115.78 * 3114.69 * 1.09 * * * * 7300.00 * * * * * * * * * * * * Reach-15 * 1605 * 3111.22 * 3111.20 * 0.02 * 0.02 * 0.00 * * 10.00 * * Reach-15 * 1605 * 3111.71 * 3111.63 * 0.08 * 0.02 * 0.00 * * 100.00 * * Reach-15 * 1605 * 3111.99 * 3111.86 * 0.13 * 0.02 * 0.00 * * 200.00 * * Reach-15 * 1605 * 3112.45 * 3112.29 * 0.17 * 0.02 * 0.00 * * 500.00 * * Reach-15 * 1605 * 3112.92 * 3112.64 * 0.28 * 0.02 * 0.00 * * 1000.00 * * Reach-15 * 1605 * 3113.61 * 3113.16 * 0.45 * 0.02 * 0.01 * * 2000.00 * * Reach-15 * 1605 * 3114.63 * 3113.95 * 0.68 * 0.02 * 0.01 * * 4000.00 * * Reach-15 * 1605 * 3115.83 * 3114.98 * 0.85 * 0.02 * 0.02 * * 7300.00 * * * * * * * * * * * * * * * * * * * Reach #16 47.24 Reach #16 98.83 Reach #16 124.46 Reach #16 225.29 Reach #16 241.46 Reach #16 266.31 Reach #16 311.14 Reach #16 383.06 * * * * * * * * * Reach #16 56.38 Reach #16 103.70 Reach #16 129.68 Reach #16 227.83 Reach #16 244.66 Reach #16 271.73 Reach #16 319.81 Reach #16 400.22 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #16 53.12 Reach #16 98.94 Reach #16 124.59 Reach #16 225.36 Reach #16 241.56 Reach #16 266.52 Reach #16 311.42 Reach #16 383.40 * Reach-15 * 1600 * 3111.20 * 3111.18 * 0.03 * * * * 10.00 * * Reach-15 * 1600 * 3111.69 * 3111.58 * 0.10 * * * * 100.00 * * Reach-15 * 1600 * 3111.96 * 3111.81 * 0.15 * * * * 200.00 * * Reach-15 * 1600 * 3112.43 * 3112.24 * 0.19 * * * * 500.00 * * Reach-15 * 1600 * 3112.89 * 3112.57 * 0.32 * * * * 1000.00 * * Reach-15 * 1600 * 3113.59 * 3113.07 * 0.52 * * * * 2000.00 * * Reach-15 * 1600 * 3114.60 * 3113.81 * 0.79 * * * * 4000.00 * * Reach-15 * 1600 * 3115.78 * 3114.69 * 1.09 * * * * 7300.00 * * * * * * * * * * * * Reach-7-11-7 * 1505 * 3655.32 * 3655.28 * 0.04 * 0.03 * 0.00 * * 10.00 * * Reach-7-11-7 * 1505 * 3656.22 * 3655.99 * 0.23 * 0.03 * 0.01 * * 100.00 * * Reach-7-11-7 * 1505 * 3657.94 * 3657.45 * 0.49 * 0.03 * 0.02 * * 500.00 * * Reach-7-11-7 * 1505 * 3658.63 * 3658.17 * 0.47 * 0.03 * 0.03 * * 800.00 * * Reach-7-11-7 * 1505 * 3658.94 * 3658.46 * 0.48 * 0.03 * 0.02 * * 1000.00 * * Reach-7-11-7 * 1505 * 3659.54 * 3659.31 * 0.24 * 0.03 * 0.01 * * 1500.00 * * Reach-7-11-7 * 1505 * 3659.76 * 3659.47 * 0.29 * 0.03 * 0.01 * * 2000.00 * * Reach-7-11-7 * 1505 * 3660.40 * 3659.98 * 0.42 * 0.03 * 0.02 * * 3800.00 * * * * * * * * * * * * Reach-7-11-7 * 1500 * 3655.29 * 3655.22 * 0.07 * * * * 10.00 * * Reach-7-11-7 * 1500 * 3656.18 * 3655.84 * 0.35 * * * * 100.00 * * Reach-7-11-7 * 1500 * 3657.89 * 3657.17 * 0.72 * * * * 500.00 * * Reach-7-11-7 * 1500 * 3658.58 * 3657.79 * 0.79 * * * * 800.00 * * Reach-7-11-7 * 1500 * 3658.90 * 3658.20 * 0.70 * * * * 1000.00 * * Reach-7-11-7 * 1500 * 3659.50 * 3659.14 * 0.36 * * * * 1500.00 * * Reach-7-11-7 * 1500 * 3659.73 * 3659.31 * 0.41 * * * * 2000.00 * * Reach-7-11-7 * 1500 * 3660.36 * 3659.76 * 0.60 * * * * 3800.00 * * * * * * * * * * Reach #15 23.53 Reach #15 32.53 Reach #15 61.09 Reach #15 108.67 Reach #15 119.89 Reach #15 463.63 Reach #15 487.45 Reach #15 560.01 * * * * * * * * * Reach #15 22.81 Reach #15 30.54 Reach #15 51.17 Reach #15 73.10 Reach #15 109.82 Reach #15 440.55 Reach #15 464.36 Reach #15 528.25 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach-6-7-7 * 1505 * 3655.32 * 3655.28 * 0.04 * 0.03 * 0.00 * * 10.00 * * Reach-6-7-7 * 1505 * 3656.22 * 3655.99 * 0.23 * 0.03 * 0.01 * * 100.00 * * Reach-6-7-7 * 1505 * 3657.94 * 3657.45 * 0.49 * 0.03 * 0.02 * * 500.00 * * Reach-6-7-7 * 1505 * 3658.63 * 3658.17 * 0.47 * 0.03 * 0.03 * * 800.00 * * Reach-6-7-7 * 1505 * 3658.94 * 3658.46 * 0.48 * 0.03 * 0.02 * * 1000.00 * * Reach-6-7-7 * 1505 * 3659.54 * 3659.30 * 0.24 * 0.03 * 0.01 * * 1500.00 * * Reach-6-7-7 * 1505 * 3659.76 * 3659.47 * 0.29 * 0.03 * 0.01 * * 2000.00 * * Reach-6-7-7 * 1505 * 3660.40 * 3659.98 * 0.42 * 0.03 * 0.02 * * 3800.00 * * * * * * * * * * * * Reach-6-7-7 * 1500 * 3655.29 * 3655.23 * 0.07 * * * * 10.00 * * Reach-6-7-7 * 1500 * 3656.18 * 3655.86 * 0.32 * * * * 100.00 * * Reach-6-7-7 * 1500 * 3657.89 * 3657.17 * 0.72 * * * * 500.00 * * Reach-6-7-7 * 1500 * 3658.58 * 3657.79 * 0.79 * * * * 800.00 * * Reach-6-7-7 * 1500 * 3658.90 * 3658.20 * 0.70 * * * * 1000.00 * * Reach-6-7-7 * 1500 * 3659.50 * 3659.17 * 0.34 * * * * 1500.00 * * Reach-6-7-7 * 1500 * 3659.73 * 3659.32 * 0.41 * * * * 2000.00 * * Reach-6-7-7 * 1500 * 3660.36 * 3659.76 * 0.60 * * * * 3800.00 * * * * * * * * * * * * Reach-6-7-6 * 1505 * 3655.32 * 3655.28 * 0.04 * 0.02 * 0.00 * * 10.00 * * Reach-6-7-6 * 1505 * 3656.22 * 3655.99 * 0.23 * 0.03 * 0.01 * * 100.00 * * Reach-6-7-6 * 1505 * 3657.93 * 3657.44 * 0.50 * 0.03 * 0.02 * * 500.00 * * Reach-6-7-6 * 1505 * 3658.63 * 3658.16 * 0.47 * 0.03 * 0.03 * * 800.00 * * Reach-6-7-6 * 1505 * 3658.93 * 3658.42 * 0.51 * 0.03 * 0.01 * * 1000.00 * * Reach-6-7-6 * 1505 * 3659.54 * 3659.30 * 0.24 * 0.03 * 0.01 * * 1500.00 * * Reach-6-7-6 * 1505 * 3659.76 * 3659.47 * 0.29 * 0.03 * 0.01 * * 2000.00 * * Reach #15 23.54 Reach #15 32.44 Reach #15 61.08 Reach #15 108.66 Reach #15 119.88 Reach #15 462.42 Reach #15 487.24 Reach #15 559.98 * * * * * * * * * Reach #15 22.89 Reach #15 30.84 Reach #15 51.17 Reach #15 73.09 Reach #15 109.82 Reach #15 444.02 Reach #15 465.30 Reach #15 528.25 * * * * * * * * * Reach #15 23.57 Reach #15 32.47 Reach #15 60.63 Reach #15 108.37 Reach #15 118.55 Reach #15 462.56 Reach #15 486.76 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #15 * 557.27 * * * Reach #15 * 23.06 * Reach #15 * 31.43 * Reach #15 * 52.55 * Reach #15 * 74.27 * Reach #15 * 111.63 * Reach #15 * 450.75 * Reach #15 * 473.15 * Reach #15 * 537.13 * * * Reach #14 * 22.39 * Reach #14 * 35.37 * Reach #14 * 162.45 * Reach #14 * 187.56 * Reach #14 * 212.76 * Reach #14 * 279.97 * Reach #14 * 321.23 * Reach #14 * 342.81 * * * Reach #14 * 21.59 * Reach #14 * 33.69 * Reach #14 * 157.21 * Reach #14 * 179.65 * Reach #14 * 205.17 * Reach #14 * 265.72 * Reach-6-7-6 * 1505 * 3660.40 * 3659.96 * 0.43 * 0.03 * 0.01 * * 3800.00 * * * * * * * * * * Reach-6-7-6 * 1500 * 3655.30 * 3655.24 * 0.06 * * * * 10.00 * Reach-6-7-6 * 1500 * 3656.19 * 3655.91 * 0.29 * * * * 100.00 * Reach-6-7-6 * 1500 * 3657.89 * 3657.20 * 0.68 * * * * 500.00 * Reach-6-7-6 * 1500 * 3658.58 * 3657.83 * 0.75 * * * * 800.00 * Reach-6-7-6 * 1500 * 3658.90 * 3658.24 * 0.65 * * * * 1000.00 * Reach-6-7-6 * 1500 * 3659.51 * 3659.22 * 0.30 * * * * 1500.00 * Reach-6-7-6 * 1500 * 3659.73 * 3659.37 * 0.36 * * * * 2000.00 * Reach-6-7-6 * 1500 * 3660.36 * 3659.82 * 0.54 * * * * 3800.00 * * * * * * * * * * Reach-10 * 1405 * 3365.34 * 3365.30 * 0.04 * 0.02 * 0.00 * * 10.00 * Reach-10 * 1405 * 3366.24 * 3366.02 * 0.22 * 0.03 * 0.01 * * 100.00 * Reach-10 * 1405 * 3367.62 * 3367.39 * 0.23 * 0.03 * 0.01 * * 500.00 * Reach-10 * 1405 * 3368.20 * 3367.84 * 0.36 * 0.03 * 0.01 * * 1000.00 * Reach-10 * 1405 * 3369.04 * 3368.51 * 0.53 * 0.03 * 0.02 * * 2000.00 * Reach-10 * 1405 * 3370.23 * 3369.51 * 0.72 * 0.02 * 0.02 * * 4000.00 * Reach-10 * 1405 * 3371.09 * 3370.22 * 0.87 * 0.02 * 0.03 * * 6000.00 * Reach-10 * 1405 * 3372.12 * 3370.99 * 1.13 * 0.02 * 0.03 * * 9000.00 * * * * * * * * * * Reach-10 * 1400 * 3365.32 * 3365.26 * 0.06 * * * * 10.00 * Reach-10 * 1400 * 3366.21 * 3365.93 * 0.28 * * * * 100.00 * Reach-10 * 1400 * 3367.59 * 3367.29 * 0.30 * * * * 500.00 * Reach-10 * 1400 * 3368.17 * 3367.70 * 0.47 * * * * 1000.00 * Reach-10 * 1400 * 3368.99 * 3368.28 * 0.72 * * * * 2000.00 * Reach-10 * 1400 * 3370.18 * 3369.22 * 0.96 * * * * 4000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #14 * 298.03 * Reach #14 * 333.46 * * * Reach #14 * 22.36 * Reach #14 * 35.36 * Reach #14 * 162.47 * Reach #14 * 187.96 * Reach #14 * 212.76 * Reach #14 * 279.97 * Reach #14 * 321.25 * Reach #14 * 342.81 * * * Reach #14 * 21.48 * Reach #14 * 33.33 * Reach #14 * 156.11 * Reach #14 * 178.07 * Reach #14 * 205.15 * Reach #14 * 265.72 * Reach #14 * 297.93 * Reach #14 * 333.46 * * * Reach #14 * 22.39 * Reach #14 * 35.36 * Reach #14 * 162.64 * Reach #14 * 187.55 * Reach #14 * 212.78 * Reach-10 * 1400 * 3371.04 * 3369.87 * 1.17 * * * * 6000.00 * Reach-10 * 1400 * 3372.07 * 3370.65 * 1.42 * * * * 9000.00 * * * * * * * * * * Reach-9 * 1405 * 3365.34 * 3365.30 * 0.05 * 0.03 * 0.00 * * 10.00 * Reach-9 * 1405 * 3366.24 * 3366.02 * 0.22 * 0.03 * 0.01 * * 100.00 * Reach-9 * 1405 * 3367.62 * 3367.39 * 0.23 * 0.03 * 0.01 * * 500.00 * Reach-9 * 1405 * 3368.20 * 3367.85 * 0.35 * 0.03 * 0.01 * * 1000.00 * Reach-9 * 1405 * 3369.04 * 3368.51 * 0.53 * 0.03 * 0.02 * * 2000.00 * Reach-9 * 1405 * 3370.23 * 3369.51 * 0.72 * 0.02 * 0.02 * * 4000.00 * Reach-9 * 1405 * 3371.09 * 3370.22 * 0.87 * 0.02 * 0.03 * * 6000.00 * Reach-9 * 1405 * 3372.12 * 3370.99 * 1.13 * 0.02 * 0.03 * * 9000.00 * * * * * * * * * * Reach-9 * 1400 * 3365.32 * 3365.25 * 0.07 * * * * 10.00 * Reach-9 * 1400 * 3366.21 * 3365.91 * 0.30 * * * * 100.00 * Reach-9 * 1400 * 3367.59 * 3367.27 * 0.32 * * * * 500.00 * Reach-9 * 1400 * 3368.17 * 3367.67 * 0.50 * * * * 1000.00 * Reach-9 * 1400 * 3368.99 * 3368.27 * 0.72 * * * * 2000.00 * Reach-9 * 1400 * 3370.18 * 3369.22 * 0.96 * * * * 4000.00 * Reach-9 * 1400 * 3371.04 * 3369.86 * 1.18 * * * * 6000.00 * Reach-9 * 1400 * 3372.07 * 3370.65 * 1.42 * * * * 9000.00 * * * * * * * * * * Reach-8 * 1405 * 3365.34 * 3365.30 * 0.04 * 0.03 * 0.00 * * 10.00 * Reach-8 * 1405 * 3366.24 * 3366.02 * 0.22 * 0.03 * 0.01 * * 100.00 * Reach-8 * 1405 * 3367.62 * 3367.39 * 0.23 * 0.03 * 0.01 * * 500.00 * Reach-8 * 1405 * 3368.20 * 3367.84 * 0.36 * 0.03 * 0.01 * * 1000.00 * Reach-8 * 1405 * 3369.04 * 3368.51 * 0.53 * 0.03 * 0.02 * * 2000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #14 * Reach-8 279.94 * Reach #14 * Reach-8 321.24 * Reach #14 * Reach-8 342.81 * * * Reach #14 * Reach-8 21.58 * Reach #14 * Reach-8 33.67 * Reach #14 * Reach-8 157.12 * Reach #14 * Reach-8 179.53 * Reach #14 * Reach-8 205.14 * Reach #14 * Reach-8 265.81 * Reach #14 * Reach-8 297.98 * Reach #14 * Reach-8 333.46 * * * Reach #14 * Reach-7 22.39 * Reach #14 * Reach-7 35.36 * Reach #14 * Reach-7 162.41 * Reach #14 * Reach-7 187.56 * Reach #14 * Reach-7 212.79 * Reach #14 * Reach-7 279.81 * Reach #14 * Reach-7 321.26 * Reach #14 * Reach-7 342.86 * * * Reach #14 * Reach-7 21.57 * Reach #14 * Reach-7 33.66 * Reach #14 * Reach-7 157.08 * Reach #14 * Reach-7 179.48 * * 1405 * 3370.23 * 3369.50 * 0.72 * 0.02 * 0.02 * * 4000.00 * * 1405 * 3371.09 * 3370.22 * 0.87 * 0.02 * 0.03 * * 6000.00 * * 1405 * 3372.12 * 3370.99 * 1.13 * 0.02 * 0.03 * * 9000.00 * * * * * * * * * * * 1400 * 3365.32 * 3365.26 * 0.06 * * * * 10.00 * * 1400 * 3366.21 * 3365.92 * 0.28 * * * * 100.00 * * 1400 * 3367.59 * 3367.29 * 0.30 * * * * 500.00 * * 1400 * 3368.17 * 3367.70 * 0.47 * * * * 1000.00 * * 1400 * 3368.99 * 3368.27 * 0.72 * * * * 2000.00 * * 1400 * 3370.18 * 3369.22 * 0.96 * * * * 4000.00 * * 1400 * 3371.04 * 3369.87 * 1.17 * * * * 6000.00 * * 1400 * 3372.07 * 3370.65 * 1.42 * * * * 9000.00 * * * * * * * * * * * 1405 * 3365.34 * 3365.30 * 0.04 * 0.03 * 0.00 * * 10.00 * * 1405 * 3366.24 * 3366.02 * 0.22 * 0.03 * 0.01 * * 100.00 * * 1405 * 3367.62 * 3367.39 * 0.23 * 0.03 * 0.01 * * 500.00 * * 1405 * 3368.20 * 3367.84 * 0.36 * 0.03 * 0.01 * * 1000.00 * * 1405 * 3369.04 * 3368.51 * 0.53 * 0.03 * 0.02 * * 2000.00 * * 1405 * 3370.23 * 3369.50 * 0.73 * 0.02 * 0.02 * * 4000.00 * * 1405 * 3371.09 * 3370.22 * 0.87 * 0.02 * 0.03 * * 6000.00 * * 1405 * 3372.12 * 3370.99 * 1.13 * 0.02 * 0.03 * * 9000.00 * * * * * * * * * * * 1400 * 3365.32 * 3365.26 * 0.06 * * * * 10.00 * * 1400 * 3366.21 * 3365.92 * 0.28 * * * * 100.00 * * 1400 * 3367.59 * 3367.29 * 0.30 * * * * 500.00 * * 1400 * 3368.17 * 3367.70 * 0.47 * * * * 1000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #14 205.10 Reach #14 266.07 Reach #14 298.18 Reach #14 333.37 * Reach-7 * 1400 * 3368.99 * 3368.27 * 0.72 * * * * 2000.00 * * Reach-7 * 1400 * 3370.18 * 3369.23 * 0.95 * * * * 4000.00 * * Reach-7 * 1400 * 3371.04 * 3369.87 * 1.17 * * * * 6000.00 * * Reach-7 * 1400 * 3372.07 * 3370.65 * 1.42 * * * * 9000.00 * * * * * * * * * * * * Reach-41-68 * 1305 * 3166.21 * 3166.18 * 0.02 * 0.02 * 0.00 * * 10.00 * * Reach-41-68 * 1305 * 3166.77 * 3166.64 * 0.14 * 0.03 * 0.01 * * 100.00 * * Reach-41-68 * 1305 * 3167.15 * 3166.93 * 0.21 * 0.03 * 0.01 * * 200.00 * * Reach-41-68 * 1305 * 3167.69 * 3167.46 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-41-68 * 1305 * 3168.27 * 3167.92 * 0.35 * 0.03 * 0.02 * * 1000.00 * * Reach-41-68 * 1305 * 3169.10 * 3168.61 * 0.49 * 0.03 * 0.02 * * 2000.00 * * Reach-41-68 * 1305 * 3169.73 * 3169.29 * 0.44 * 0.03 * 0.04 * * 3000.00 * * Reach-41-68 * 1305 * 3170.61 * 3170.00 * 0.62 * 0.02 * 0.02 * * 5500.00 * * * * * * * * * * * * Reach-41-68 * 1300 * 3166.18 * 3166.14 * 0.04 * * * * 10.00 * * Reach-41-68 * 1300 * 3166.74 * 3166.55 * 0.19 * * * * 100.00 * * Reach-41-68 * 1300 * 3167.12 * 3166.81 * 0.30 * * * * 200.00 * * Reach-41-68 * 1300 * 3167.66 * 3167.34 * 0.32 * * * * 500.00 * * Reach-41-68 * 1300 * 3168.23 * 3167.72 * 0.51 * * * * 1000.00 * * Reach-41-68 * 1300 * 3169.05 * 3168.36 * 0.70 * * * * 2000.00 * * Reach-41-68 * 1300 * 3169.66 * 3168.82 * 0.85 * * * * 3000.00 * * Reach-41-68 * 1300 * 3170.57 * 3169.73 * 0.84 * * * * 5500.00 * * * * * * * * * * * * 1305 * 3166.21 * 3166.18 * 0.02 * 0.02 * 0.00 * * 10.00 * * 1305 * 3166.77 * 3166.64 * 0.14 * 0.03 * 0.01 * * 100.00 * * 1305 * 3167.15 * 3166.93 * 0.22 * 0.03 * 0.01 * * 200.00 * * * * * * Reach #13 48.78 Reach #13 62.96 Reach #13 72.31 Reach #13 165.44 Reach #13 186.33 Reach #13 236.13 Reach #13 394.28 Reach #13 479.98 * * * * * * * * * Reach #13 47.52 Reach #13 60.30 Reach #13 68.55 Reach #13 159.86 Reach #13 177.41 Reach #13 217.02 Reach #13 252.00 Reach #13 447.86 * * * * * * * * * Reach #13 * Reach-41-39 48.79 * Reach #13 * Reach-41-39 63.05 * Reach #13 * Reach-41-39 72.26 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #13 165.58 Reach #13 186.24 Reach #13 236.11 Reach #13 394.16 Reach #13 480.01 * Reach-41-39 * 1305 * 3167.69 * 3167.47 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-41-39 * 1305 * 3168.27 * 3167.92 * 0.35 * 0.03 * 0.02 * * 1000.00 * * Reach-41-39 * 1305 * 3169.10 * 3168.61 * 0.49 * 0.03 * 0.02 * * 2000.00 * * Reach-41-39 * 1305 * 3169.73 * 3169.29 * 0.44 * 0.03 * 0.04 * * 3000.00 * * Reach-41-39 * 1305 * 3170.61 * 3170.00 * 0.62 * 0.02 * 0.02 * * 5500.00 * * * * * * * * * * * * Reach-41-39 * 1300 * 3166.18 * 3166.14 * 0.04 * * * * 10.00 * * Reach-41-39 * 1300 * 3166.74 * 3166.55 * 0.19 * * * * 100.00 * * Reach-41-39 * 1300 * 3167.12 * 3166.82 * 0.30 * * * * 200.00 * * Reach-41-39 * 1300 * 3167.66 * 3167.34 * 0.31 * * * * 500.00 * * Reach-41-39 * 1300 * 3168.23 * 3167.73 * 0.50 * * * * 1000.00 * * Reach-41-39 * 1300 * 3169.05 * 3168.36 * 0.70 * * * * 2000.00 * * Reach-41-39 * 1300 * 3169.66 * 3168.82 * 0.84 * * * * 3000.00 * * Reach-41-39 * 1300 * 3170.57 * 3169.73 * 0.84 * * * * 5500.00 * * * * * * * * * * * * Reach-39 * 1305 * 3166.21 * 3166.19 * 0.02 * 0.03 * 0.00 * * 10.00 * * Reach-39 * 1305 * 3166.80 * 3166.68 * 0.12 * 0.02 * 0.00 * * 100.00 * * Reach-39 * 1305 * 3167.17 * 3166.99 * 0.19 * 0.02 * 0.00 * * 200.00 * * Reach-39 * 1305 * 3167.72 * 3167.51 * 0.20 * 0.02 * 0.00 * * 500.00 * * Reach-39 * 1305 * 3168.29 * 3167.96 * 0.32 * 0.02 * 0.00 * * 1000.00 * * Reach-39 * 1305 * 3169.11 * 3168.64 * 0.47 * 0.02 * 0.00 * * 2000.00 * * Reach-39 * 1305 * 3169.73 * 3169.30 * 0.44 * 0.02 * 0.00 * * 3000.00 * * Reach-39 * 1305 * 3170.60 * 3170.00 * 0.60 * 0.02 * 0.00 * * 5450.00 * * * * * * * * * * * * 1300 * 3166.17 * 3166.12 * 0.06 * * * * 10.00 * * 1300 * 3166.78 * 3166.65 * 0.13 * * * * 100.00 * * * * * * * Reach #13 47.54 Reach #13 60.39 Reach #13 68.68 Reach #13 160.05 Reach #13 177.50 Reach #13 217.02 Reach #13 252.23 Reach #13 447.86 * * * * * * * * * Reach #13 48.86 Reach #13 64.36 Reach #13 74.00 Reach #13 167.81 Reach #13 188.35 Reach #13 238.36 Reach #13 395.43 Reach #13 480.48 * * * * * * * * * Reach #13 * Reach-39 46.69 * Reach #13 * Reach-39 63.30 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #13 72.85 Reach #13 166.13 Reach #13 186.34 Reach #13 234.37 Reach #13 389.25 Reach #13 473.23 * Reach-39 * 1300 * 3167.16 * 3166.95 * 0.20 * * * * 200.00 * * Reach-39 * 1300 * 3167.70 * 3167.48 * 0.22 * * * * 500.00 * * Reach-39 * 1300 * 3168.27 * 3167.92 * 0.35 * * * * 1000.00 * * Reach-39 * 1300 * 3169.09 * 3168.58 * 0.51 * * * * 2000.00 * * Reach-39 * 1300 * 3169.72 * 3169.25 * 0.47 * * * * 3000.00 * * Reach-39 * 1300 * 3170.59 * 3169.94 * 0.65 * * * * 5450.00 * * * * * * * * * * * * Reach-38-39-39 * 1305 * 3166.21 * 3166.19 * 0.02 * 0.03 * 0.00 * * 10.00 * * Reach-38-39-39 * 1305 * 3166.78 * 3166.64 * 0.13 * 0.03 * 0.00 * * 100.00 * * Reach-38-39-39 * 1305 * 3167.15 * 3166.93 * 0.22 * 0.03 * 0.01 * * 200.00 * * Reach-38-39-39 * 1305 * 3167.69 * 3167.46 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-38-39-39 * 1305 * 3168.26 * 3167.90 * 0.36 * 0.03 * 0.01 * * 1000.00 * * Reach-38-39-39 * 1305 * 3169.10 * 3168.61 * 0.49 * 0.03 * 0.02 * * 2000.00 * * Reach-38-39-39 * 1305 * 3169.73 * 3169.29 * 0.44 * 0.03 * 0.04 * * 3000.00 * * Reach-38-39-39 * 1305 * 3170.61 * 3170.00 * 0.62 * 0.02 * 0.02 * * 5500.00 * * * * * * * * * * * * Reach-38-39-39 * 1300 * 3166.17 * 3166.12 * 0.06 * * * * 10.00 * * Reach-38-39-39 * 1300 * 3166.75 * 3166.57 * 0.18 * * * * 100.00 * * Reach-38-39-39 * 1300 * 3167.12 * 3166.84 * 0.28 * * * * 200.00 * * Reach-38-39-39 * 1300 * 3167.66 * 3167.36 * 0.30 * * * * 500.00 * * Reach-38-39-39 * 1300 * 3168.23 * 3167.75 * 0.48 * * * * 1000.00 * * Reach-38-39-39 * 1300 * 3169.05 * 3168.36 * 0.70 * * * * 2000.00 * * Reach-38-39-39 * 1300 * 3169.66 * 3168.82 * 0.84 * * * * 3000.00 * * Reach-38-39-39 * 1300 * 3170.57 * 3169.73 * 0.84 * * * * 5500.00 * * * * * * * * * * * * 1305 * 3166.21 * 3166.18 * 0.02 * 0.02 * 0.00 * * 10.00 * * * * * * * * Reach #13 48.83 Reach #13 63.10 Reach #13 72.28 Reach #13 165.55 Reach #13 185.64 Reach #13 236.11 Reach #13 393.89 Reach #13 479.98 * * * * * * * * * Reach #13 46.69 Reach #13 60.80 Reach #13 69.27 Reach #13 160.90 Reach #13 178.73 Reach #13 217.04 Reach #13 252.56 Reach #13 447.86 * * * * * * * * * Reach #13 * Reach-38-39-38 48.80 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #13 62.99 Reach #13 72.32 Reach #13 165.45 Reach #13 186.00 Reach #13 236.17 Reach #13 393.69 Reach #13 479.98 * Reach-38-39-38 * 1305 * 3166.77 * 3166.64 * 0.14 * 0.03 * 0.01 * * 100.00 * * Reach-38-39-38 * 1305 * 3167.15 * 3166.93 * 0.21 * 0.03 * 0.01 * * 200.00 * * Reach-38-39-38 * 1305 * 3167.69 * 3167.46 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-38-39-38 * 1305 * 3168.27 * 3167.91 * 0.35 * 0.03 * 0.01 * * 1000.00 * * Reach-38-39-38 * 1305 * 3169.10 * 3168.61 * 0.49 * 0.03 * 0.02 * * 2000.00 * * Reach-38-39-38 * 1305 * 3169.73 * 3169.28 * 0.44 * 0.03 * 0.04 * * 3000.00 * * Reach-38-39-38 * 1305 * 3170.61 * 3170.00 * 0.62 * 0.02 * 0.02 * * 5500.00 * * * * * * * * * * * * Reach-38-39-38 * 1300 * 3166.18 * 3166.15 * 0.04 * * * * 10.00 * * Reach-38-39-38 * 1300 * 3166.74 * 3166.56 * 0.19 * * * * 100.00 * * Reach-38-39-38 * 1300 * 3167.12 * 3166.82 * 0.29 * * * * 200.00 * * Reach-38-39-38 * 1300 * 3167.66 * 3167.35 * 0.31 * * * * 500.00 * * Reach-38-39-38 * 1300 * 3168.23 * 3167.73 * 0.50 * * * * 1000.00 * * Reach-38-39-38 * 1300 * 3169.05 * 3168.35 * 0.70 * * * * 2000.00 * * Reach-38-39-38 * 1300 * 3169.66 * 3168.83 * 0.84 * * * * 3000.00 * * Reach-38-39-38 * 1300 * 3170.57 * 3169.73 * 0.84 * * * * 5500.00 * * * * * * * * * * * * Reach-36-37-37 * 1205 * 2996.41 * 2996.37 * 0.04 * 0.02 * 0.00 * * 10.00 * * Reach-36-37-37 * 1205 * 2997.14 * 2997.06 * 0.08 * 0.03 * 0.00 * * 100.00 * * Reach-36-37-37 * 1205 * 2997.38 * 2997.26 * 0.12 * 0.03 * 0.00 * * 200.00 * * Reach-36-37-37 * 1205 * 2997.88 * 2997.65 * 0.22 * 0.03 * 0.01 * * 500.00 * * Reach-36-37-37 * 1205 * 2998.44 * 2998.17 * 0.26 * 0.03 * 0.01 * * 1000.00 * * Reach-36-37-37 * 1205 * 2999.09 * 2998.66 * 0.43 * 0.03 * 0.01 * * 2000.00 * * Reach-36-37-37 * 1205 * 2999.63 * 2999.08 * 0.55 * 0.03 * 0.02 * * 3000.00 * * Reach-36-37-37 * 1205 * 3000.78 * 3000.00 * 0.78 * 0.02 * 0.03 * * 5700.00 * * * * * * * * * * * * * * * * * * * Reach #13 47.57 Reach #13 60.50 Reach #13 68.84 Reach #13 160.27 Reach #13 177.82 Reach #13 216.89 Reach #13 252.78 Reach #13 447.86 * * * * * * * * * Reach #12 29.59 Reach #12 121.70 Reach #12 138.04 Reach #12 170.67 Reach #12 276.79 Reach #12 290.00 Reach #12 303.38 Reach #12 350.64 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #12 26.97 Reach #12 117.43 Reach #12 132.74 Reach #12 163.55 Reach #12 274.31 Reach #12 285.91 Reach #12 295.19 Reach #12 333.26 * Reach-36-37-37 * 1200 * 2996.38 * 2996.33 * 0.05 * * * * 10.00 * * Reach-36-37-37 * 1200 * 2997.11 * 2997.01 * 0.10 * * * * 100.00 * * Reach-36-37-37 * 1200 * 2997.36 * 2997.20 * 0.16 * * * * 200.00 * * Reach-36-37-37 * 1200 * 2997.85 * 2997.57 * 0.28 * * * * 500.00 * * Reach-36-37-37 * 1200 * 2998.41 * 2998.08 * 0.33 * * * * 1000.00 * * Reach-36-37-37 * 1200 * 2999.05 * 2998.51 * 0.55 * * * * 2000.00 * * Reach-36-37-37 * 1200 * 2999.58 * 2998.84 * 0.74 * * * * 3000.00 * * Reach-36-37-37 * 1200 * 3000.72 * 2999.66 * 1.06 * * * * 5700.00 * * * * * * * * * * * * Reach-36-37-36 * 1205 * 2996.41 * 2996.37 * 0.03 * 0.02 * 0.00 * * 10.00 * * Reach-36-37-36 * 1205 * 2997.14 * 2997.07 * 0.07 * 0.02 * 0.00 * * 100.00 * * Reach-36-37-36 * 1205 * 2997.39 * 2997.26 * 0.12 * 0.02 * 0.00 * * 200.00 * * Reach-36-37-36 * 1205 * 2997.88 * 2997.66 * 0.22 * 0.03 * 0.00 * * 500.00 * * Reach-36-37-36 * 1205 * 2998.44 * 2998.18 * 0.26 * 0.02 * 0.00 * * 1000.00 * * Reach-36-37-36 * 1205 * 2999.09 * 2998.66 * 0.43 * 0.02 * 0.01 * * 2000.00 * * Reach-36-37-36 * 1205 * 2999.61 * 2999.04 * 0.57 * 0.02 * 0.01 * * 3000.00 * * Reach-36-37-36 * 1205 * 3000.77 * 2999.99 * 0.78 * 0.02 * 0.03 * * 5700.00 * * * * * * * * * * * * Reach-36-37-36 * 1200 * 2996.39 * 2996.34 * 0.05 * * * * 10.00 * * Reach-36-37-36 * 1200 * 2997.12 * 2997.02 * 0.09 * * * * 100.00 * * Reach-36-37-36 * 1200 * 2997.36 * 2997.22 * 0.15 * * * * 200.00 * * Reach-36-37-36 * 1200 * 2997.86 * 2997.60 * 0.26 * * * * 500.00 * * Reach-36-37-36 * 1200 * 2998.42 * 2998.11 * 0.30 * * * * 1000.00 * * Reach-36-37-36 * 1200 * 2999.06 * 2998.55 * 0.51 * * * * 2000.00 * * Reach-36-37-36 * 1200 * 2999.59 * 2998.90 * 0.69 * * * * 3000.00 * * Reach-36-37-36 * 1200 * 3000.72 * 2999.68 * 1.04 * * * * 5700.00 * * * * * * * * * * Reach #12 29.78 Reach #12 122.13 Reach #12 138.40 Reach #12 171.58 Reach #12 277.04 Reach #12 290.01 Reach #12 301.58 Reach #12 350.47 * * * * * * * * * Reach #12 27.52 Reach #12 118.48 Reach #12 134.31 Reach #12 165.98 Reach #12 275.11 Reach #12 287.09 Reach #12 296.71 Reach #12 334.14 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach-35-36-36 * 1205 * 2996.40 * 2996.37 * 0.04 * 0.03 * 0.00 * * 10.00 * * Reach-35-36-36 * 1205 * 2997.08 * 2996.95 * 0.13 * 0.03 * 0.01 * * 100.00 * * Reach-35-36-36 * 1205 * 2997.38 * 2997.25 * 0.13 * 0.03 * 0.00 * * 200.00 * * Reach-35-36-36 * 1205 * 2997.88 * 2997.65 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-35-36-36 * 1205 * 2998.44 * 2998.19 * 0.25 * 0.03 * 0.02 * * 1000.00 * * Reach-35-36-36 * 1205 * 2999.09 * 2998.67 * 0.42 * 0.03 * 0.02 * * 2000.00 * * Reach-35-36-36 * 1205 * 2999.63 * 2999.08 * 0.54 * 0.03 * 0.02 * * 3000.00 * * Reach-35-36-36 * 1205 * 3000.78 * 3000.00 * 0.78 * 0.02 * 0.03 * * 5700.00 * * * * * * * * * * * * Reach-35-36-36 * 1200 * 2996.38 * 2996.32 * 0.06 * * * * 10.00 * * Reach-35-36-36 * 1200 * 2997.05 * 2996.86 * 0.19 * * * * 100.00 * * Reach-35-36-36 * 1200 * 2997.35 * 2997.17 * 0.18 * * * * 200.00 * * Reach-35-36-36 * 1200 * 2997.84 * 2997.53 * 0.31 * * * * 500.00 * * Reach-35-36-36 * 1200 * 2998.40 * 2997.93 * 0.47 * * * * 1000.00 * * Reach-35-36-36 * 1200 * 2999.05 * 2998.46 * 0.59 * * * * 2000.00 * * Reach-35-36-36 * 1200 * 2999.58 * 2998.83 * 0.76 * * * * 3000.00 * * Reach-35-36-36 * 1200 * 3000.72 * 2999.66 * 1.06 * * * * 5700.00 * * * * * * * * * * * * Reach-35-36-35 * 1205 * 2996.40 * 2996.37 * 0.04 * 0.03 * 0.00 * * 10.00 * * Reach-35-36-35 * 1205 * 2997.08 * 2996.95 * 0.13 * 0.03 * 0.00 * * 100.00 * * Reach-35-36-35 * 1205 * 2997.38 * 2997.25 * 0.13 * 0.03 * 0.00 * * 200.00 * * Reach-35-36-35 * 1205 * 2997.88 * 2997.65 * 0.23 * 0.03 * 0.01 * * 500.00 * * Reach-35-36-35 * 1205 * 2998.44 * 2998.19 * 0.25 * 0.03 * 0.02 * * 1000.00 * * Reach-35-36-35 * 1205 * 2999.09 * 2998.67 * 0.42 * 0.03 * 0.02 * * 2000.00 * * Reach-35-36-35 * 1205 * 2999.63 * 2999.08 * 0.55 * 0.03 * 0.02 * * 3000.00 * * Reach #12 29.36 Reach #12 66.06 Reach #12 137.45 Reach #12 170.41 Reach #12 277.26 Reach #12 290.50 Reach #12 303.77 Reach #12 350.64 * * * * * * * * * Reach #12 26.29 Reach #12 60.52 Reach #12 130.85 Reach #12 160.51 Reach #12 193.55 Reach #12 284.66 Reach #12 294.74 Reach #12 333.26 * * * * * * * * * Reach #12 29.39 Reach #12 65.89 Reach #12 137.53 Reach #12 170.43 Reach #12 277.18 Reach #12 290.31 Reach #12 303.68 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #12 * 350.64 * * * Reach #12 * 26.45 * Reach #12 * 60.92 * Reach #12 * 131.30 * Reach #12 * 161.24 * Reach #12 * 194.54 * Reach #12 * 284.79 * Reach #12 * 294.86 * Reach #12 * 333.26 * * * Reach #12 * 29.81 * Reach #12 * 122.17 * Reach #12 * 138.51 * Reach #12 * 171.44 * Reach #12 * 277.11 * Reach #12 * 289.98 * Reach #12 * 301.48 * Reach #12 * 350.21 * * * Reach #12 * 27.60 * Reach #12 * 118.61 * Reach #12 * 134.48 * Reach #12 * 166.28 * Reach #12 * 275.21 * Reach #12 * 287.24 * Reach-35-36-35 * 1205 * 3000.78 * 3000.00 * 0.78 * 0.02 * 0.03 * * 5700.00 * * * * * * * * * * Reach-35-36-35 * 1200 * 2996.38 * 2996.32 * 0.06 * * * * 10.00 * Reach-35-36-35 * 1200 * 2997.05 * 2996.87 * 0.18 * * * * 100.00 * Reach-35-36-35 * 1200 * 2997.35 * 2997.18 * 0.17 * * * * 200.00 * Reach-35-36-35 * 1200 * 2997.85 * 2997.54 * 0.31 * * * * 500.00 * Reach-35-36-35 * 1200 * 2998.40 * 2997.94 * 0.46 * * * * 1000.00 * Reach-35-36-35 * 1200 * 2999.05 * 2998.47 * 0.59 * * * * 2000.00 * Reach-35-36-35 * 1200 * 2999.58 * 2998.83 * 0.75 * * * * 3000.00 * Reach-35-36-35 * 1200 * 3000.72 * 2999.66 * 1.06 * * * * 5700.00 * * * * * * * * * * Reach-34-35-35 * 1205 * 2996.41 * 2996.37 * 0.03 * 0.02 * 0.00 * * 10.00 * Reach-34-35-35 * 1205 * 2997.14 * 2997.07 * 0.07 * 0.02 * 0.00 * * 100.00 * Reach-34-35-35 * 1205 * 2997.39 * 2997.27 * 0.12 * 0.02 * 0.00 * * 200.00 * Reach-34-35-35 * 1205 * 2997.88 * 2997.66 * 0.22 * 0.03 * 0.00 * * 500.00 * Reach-34-35-35 * 1205 * 2998.44 * 2998.19 * 0.26 * 0.02 * 0.00 * * 1000.00 * Reach-34-35-35 * 1205 * 2999.09 * 2998.65 * 0.43 * 0.02 * 0.01 * * 2000.00 * Reach-34-35-35 * 1205 * 2999.61 * 2999.04 * 0.57 * 0.02 * 0.01 * * 3000.00 * Reach-34-35-35 * 1205 * 3000.77 * 2999.99 * 0.78 * 0.02 * 0.02 * * 5700.00 * * * * * * * * * * Reach-34-35-35 * 1200 * 2996.39 * 2996.34 * 0.05 * * * * 10.00 * Reach-34-35-35 * 1200 * 2997.12 * 2997.03 * 0.09 * * * * 100.00 * Reach-34-35-35 * 1200 * 2997.36 * 2997.22 * 0.15 * * * * 200.00 * Reach-34-35-35 * 1200 * 2997.86 * 2997.60 * 0.26 * * * * 500.00 * Reach-34-35-35 * 1200 * 2998.42 * 2998.12 * 0.30 * * * * 1000.00 * Reach-34-35-35 * 1200 * 2999.06 * 2998.55 * 0.51 * * * * 2000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #12 * 296.90 * Reach #12 * 334.67 * * * Reach #11 * 26.56 * Reach #11 * 224.72 * Reach #11 * 236.65 * Reach #11 * 261.69 * Reach #11 * 291.74 * Reach #11 * 342.44 * Reach #11 * 421.53 * Reach #11 * 503.94 * * * Reach #11 * 25.89 * Reach #11 * 223.40 * Reach #11 * 235.22 * Reach #11 * 260.13 * Reach #11 * 289.76 * Reach #11 * 340.37 * Reach #11 * 419.31 * Reach #11 * 501.61 * * * Reach #11 * 25.33 * Reach #11 * 222.43 * Reach #11 * 233.12 * Reach #11 * 255.31 * Reach #11 * 281.39 * Reach-34-35-35 * 1200 * 2999.59 * 2998.91 * 0.68 * * * * 3000.00 * Reach-34-35-35 * 1200 * 3000.72 * 2999.69 * 1.03 * * * * 5700.00 * * * * * * * * * * Reach-20-26-26 * 1105 * 2646.41 * 2646.38 * 0.03 * 0.01 * 0.00 * * 10.00 * Reach-20-26-26 * 1105 * 2647.21 * 2647.17 * 0.03 * 0.01 * 0.00 * * 100.00 * Reach-20-26-26 * 1105 * 2647.39 * 2647.33 * 0.06 * 0.01 * 0.00 * * 200.00 * Reach-20-26-26 * 1105 * 2647.77 * 2647.66 * 0.11 * 0.01 * 0.00 * * 500.00 * Reach-20-26-26 * 1105 * 2648.22 * 2648.04 * 0.18 * 0.01 * 0.00 * * 1000.00 * Reach-20-26-26 * 1105 * 2648.89 * 2648.61 * 0.28 * 0.01 * 0.00 * * 2000.00 * Reach-20-26-26 * 1105 * 2649.42 * 2649.10 * 0.33 * 0.01 * 0.00 * * 3000.00 * Reach-20-26-26 * 1105 * 2650.47 * 2649.98 * 0.50 * 0.01 * 0.00 * * 6000.00 * * * * * * * * * * Reach-20-26-26 * 1100 * 2646.40 * 2646.36 * 0.03 * * * * 10.00 * Reach-20-26-26 * 1100 * 2647.19 * 2647.16 * 0.04 * * * * 100.00 * Reach-20-26-26 * 1100 * 2647.37 * 2647.31 * 0.06 * * * * 200.00 * Reach-20-26-26 * 1100 * 2647.76 * 2647.64 * 0.12 * * * * 500.00 * Reach-20-26-26 * 1100 * 2648.21 * 2648.02 * 0.19 * * * * 1000.00 * Reach-20-26-26 * 1100 * 2648.87 * 2648.58 * 0.29 * * * * 2000.00 * Reach-20-26-26 * 1100 * 2649.41 * 2649.07 * 0.34 * * * * 3000.00 * Reach-20-26-26 * 1100 * 2650.46 * 2649.95 * 0.51 * * * * 6000.00 * * * * * * * * * * Reach-20-26-20 * 1105 * 2646.39 * 2646.35 * 0.04 * 0.02 * 0.00 * * 10.00 * Reach-20-26-20 * 1105 * 2647.18 * 2647.14 * 0.04 * 0.02 * 0.00 * * 100.00 * Reach-20-26-20 * 1105 * 2647.35 * 2647.28 * 0.07 * 0.02 * 0.00 * * 200.00 * Reach-20-26-20 * 1105 * 2647.72 * 2647.57 * 0.14 * 0.02 * 0.00 * * 500.00 * Reach-20-26-20 * 1105 * 2648.15 * 2647.92 * 0.24 * 0.02 * 0.00 * * 1000.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #11 * Reach-20-26-20 325.90 * Reach #11 * Reach-20-26-20 455.02 * Reach #11 * Reach-20-26-20 505.82 * * * Reach #11 * Reach-20-26-20 24.32 * Reach #11 * Reach-20-26-20 220.42 * Reach #11 * Reach-20-26-20 230.77 * Reach #11 * Reach-20-26-20 252.63 * Reach #11 * Reach-20-26-20 278.45 * Reach #11 * Reach-20-26-20 321.66 * Reach #11 * Reach-20-26-20 449.44 * Reach #11 * Reach-20-26-20 499.14 * * * Reach #11 * Reach-19-20-20 30.65 * Reach #11 * Reach-19-20-20 232.82 * Reach #11 * Reach-19-20-20 249.11 * Reach #11 * Reach-19-20-20 273.09 * Reach #11 * Reach-19-20-20 302.84 * Reach #11 * Reach-19-20-20 329.20 * Reach #11 * Reach-19-20-20 435.12 * Reach #11 * Reach-19-20-20 504.13 * * * Reach #11 * Reach-19-20-20 30.44 * Reach #11 * Reach-19-20-20 232.43 * Reach #11 * Reach-19-20-20 248.70 * Reach #11 * Reach-19-20-20 272.68 * * 1105 * 2648.79 * 2648.42 * 0.37 * 0.02 * 0.00 * * 2000.00 * * 1105 * 2650.05 * 2649.45 * 0.59 * 0.02 * 0.00 * * 5000.00 * * 1105 * 2650.74 * 2650.00 * 0.75 * 0.02 * 0.01 * * 7420.00 * * * * * * * * * * * 1100 * 2646.37 * 2646.32 * 0.05 * * * * 10.00 * * 1100 * 2647.17 * 2647.12 * 0.05 * * * * 100.00 * * 1100 * 2647.34 * 2647.25 * 0.08 * * * * 200.00 * * 1100 * 2647.70 * 2647.54 * 0.16 * * * * 500.00 * * 1100 * 2648.13 * 2647.88 * 0.26 * * * * 1000.00 * * 1100 * 2648.77 * 2648.38 * 0.40 * * * * 2000.00 * * 1100 * 2650.03 * 2649.39 * 0.63 * * * * 5000.00 * * 1100 * 2650.72 * 2649.92 * 0.80 * * * * 7420.00 * * * * * * * * * * * 1105 * 2646.50 * 2646.49 * 0.01 * 0.00 * 0.00 * * 10.00 * * 1105 * 2647.30 * 2647.28 * 0.02 * 0.00 * 0.00 * * 100.00 * * 1105 * 2647.52 * 2647.49 * 0.03 * 0.00 * 0.00 * * 200.00 * * 1105 * 2647.86 * 2647.81 * 0.05 * 0.00 * 0.00 * * 400.00 * * 1105 * 2648.24 * 2648.17 * 0.07 * 0.00 * 0.00 * * 700.00 * * 1105 * 2648.55 * 2648.46 * 0.09 * 0.00 * 0.00 * * 1000.00 * * 1105 * 2649.36 * 2649.24 * 0.12 * 0.00 * 0.00 * * 2000.00 * * 1105 * 2650.15 * 2649.98 * 0.17 * 0.00 * 0.00 * * 3500.00 * * * * * * * * * * * 1100 * 2646.50 * 2646.48 * 0.01 * * * * 10.00 * * 1100 * 2647.29 * 2647.27 * 0.02 * * * * 100.00 * * 1100 * 2647.52 * 2647.49 * 0.03 * * * * 200.00 * * 1100 * 2647.85 * 2647.80 * 0.05 * * * * 400.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #11 302.34 Reach #11 328.70 Reach #11 434.57 Reach #11 503.55 * Reach-19-20-20 * 1100 * 2648.23 * 2648.16 * 0.07 * * * * 700.00 * * Reach-19-20-20 * 1100 * 2648.54 * 2648.46 * 0.09 * * * * 1000.00 * * Reach-19-20-20 * 1100 * 2649.36 * 2649.24 * 0.12 * * * * 2000.00 * * Reach-19-20-20 * 1100 * 2650.14 * 2649.97 * 0.17 * * * * 3500.00 * * * * * * * * * * * * Reach-23-24-24 * 1005 * 2645.40 * 2645.37 * 0.03 * 0.02 * 0.00 * * 10.00 * * Reach-23-24-24 * 1005 * 2646.07 * 2645.96 * 0.10 * 0.02 * 0.00 * * 100.00 * * Reach-23-24-24 * 1005 * 2646.42 * 2646.25 * 0.17 * 0.02 * 0.00 * * 200.00 * * Reach-23-24-24 * 1005 * 2647.13 * 2646.82 * 0.31 * 0.02 * 0.00 * * 500.00 * * Reach-23-24-24 * 1005 * 2647.90 * 2647.49 * 0.40 * 0.02 * 0.00 * * 1000.00 * * Reach-23-24-24 * 1005 * 2648.91 * 2648.27 * 0.63 * 0.02 * 0.00 * * 2000.00 * * Reach-23-24-24 * 1005 * 2649.69 * 2648.89 * 0.80 * 0.02 * 0.00 * * 3000.00 * * Reach-23-24-24 * 1005 * 2650.66 * 2650.00 * 0.66 * 0.02 * 0.00 * * 4610.00 * * * * * * * * * * * * Reach-23-24-24 * 1000 * 2645.38 * 2645.34 * 0.04 * * * * 10.00 * * Reach-23-24-24 * 1000 * 2646.05 * 2645.93 * 0.12 * * * * 100.00 * * Reach-23-24-24 * 1000 * 2646.40 * 2646.22 * 0.18 * * * * 200.00 * * Reach-23-24-24 * 1000 * 2647.11 * 2646.78 * 0.33 * * * * 500.00 * * Reach-23-24-24 * 1000 * 2647.88 * 2647.45 * 0.43 * * * * 1000.00 * * Reach-23-24-24 * 1000 * 2648.89 * 2648.22 * 0.67 * * * * 2000.00 * * Reach-23-24-24 * 1000 * 2649.67 * 2648.83 * 0.85 * * * * 3000.00 * * Reach-23-24-24 * 1000 * 2650.64 * 2649.95 * 0.69 * * * * 4610.00 * * * * * * * * * * * * 1005 * 2645.39 * 2645.36 * 0.03 * 0.02 * 0.00 * * 10.00 * * 1005 * 2646.05 * 2645.94 * 0.11 * 0.02 * 0.00 * * 100.00 * * 1005 * 2646.40 * 2646.22 * 0.18 * 0.02 * 0.00 * * 200.00 * * * * * * Reach #10 32.51 Reach #10 72.88 Reach #10 82.04 Reach #10 97.17 Reach #10 139.63 Reach #10 160.53 Reach #10 179.52 Reach #10 358.87 * * * * * * * * * Reach #10 30.83 Reach #10 70.86 Reach #10 81.21 Reach #10 96.15 Reach #10 138.64 Reach #10 158.95 Reach #10 177.67 Reach #10 349.29 * * * * * * * * * Reach #10 * Reach-23-24-23 31.89 * Reach #10 * Reach-23-24-23 71.30 * Reach #10 * Reach-23-24-23 81.26 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Reach #10 95.97 Reach #10 138.32 Reach #10 158.44 Reach #10 177.49 Reach #10 357.67 * Reach-23-24-23 * 1005 * 2647.11 * 2646.77 * 0.33 * 0.02 * 0.00 * * 500.00 * * Reach-23-24-23 * 1005 * 2647.88 * 2647.44 * 0.44 * 0.02 * 0.00 * * 1000.00 * * Reach-23-24-23 * 1005 * 2648.89 * 2648.21 * 0.68 * 0.02 * 0.01 * * 2000.00 * * Reach-23-24-23 * 1005 * 2649.67 * 2648.82 * 0.85 * 0.02 * 0.01 * * 3000.00 * * Reach-23-24-23 * 1005 * 2650.73 * 2649.99 * 0.73 * 0.02 * 0.01 * * 4850.00 * * * * * * * * * * * * Reach-23-24-23 * 1000 * 2645.37 * 2645.33 * 0.04 * * * * 10.00 * * Reach-23-24-23 * 1000 * 2646.03 * 2645.90 * 0.13 * * * * 100.00 * * Reach-23-24-23 * 1000 * 2646.38 * 2646.18 * 0.20 * * * * 200.00 * * Reach-23-24-23 * 1000 * 2647.09 * 2646.72 * 0.37 * * * * 500.00 * * Reach-23-24-23 * 1000 * 2647.86 * 2647.37 * 0.48 * * * * 1000.00 * * Reach-23-24-23 * 1000 * 2648.86 * 2648.11 * 0.76 * * * * 2000.00 * * Reach-23-24-23 * 1000 * 2649.65 * 2648.69 * 0.96 * * * * 3000.00 * * Reach-23-24-23 * 1000 * 2650.70 * 2649.87 * 0.83 * * * * 4850.00 * * * * * * * * * * * * Reach-19 * 1005 * 2645.39 * 2645.36 * 0.03 * 0.02 * 0.00 * * 10.00 * * Reach-19 * 1005 * 2646.05 * 2645.94 * 0.11 * 0.02 * 0.00 * * 100.00 * * Reach-19 * 1005 * 2646.40 * 2646.22 * 0.18 * 0.02 * 0.00 * * 200.00 * * Reach-19 * 1005 * 2647.11 * 2646.77 * 0.34 * 0.02 * 0.00 * * 500.00 * * Reach-19 * 1005 * 2647.88 * 2647.44 * 0.44 * 0.02 * 0.00 * * 1000.00 * * Reach-19 * 1005 * 2648.89 * 2648.20 * 0.68 * 0.02 * 0.01 * * 2000.00 * * Reach-19 * 1005 * 2649.67 * 2648.82 * 0.85 * 0.02 * 0.01 * * 3000.00 * * Reach-19 * 1005 * 2650.74 * 2650.01 * 0.74 * 0.02 * 0.01 * * 4900.00 * * * * * * * * * * * * 1000 * 2645.37 * 2645.33 * 0.04 * * * * 10.00 * * 1000 * 2646.03 * 2645.90 * 0.13 * * * * 100.00 * * * * * * * Reach #10 29.92 Reach #10 68.63 Reach #10 80.13 Reach #10 94.40 Reach #10 136.73 Reach #10 155.38 Reach #10 173.33 Reach #10 336.33 * * * * * * * * * Reach #10 31.86 Reach #10 71.17 Reach #10 81.21 Reach #10 95.87 Reach #10 138.32 Reach #10 158.27 Reach #10 177.34 Reach #10 358.87 * * * * * * * * * Reach #10 * Reach-19 29.84 * Reach #10 * Reach-19 68.40 * * Reach #10 * Reach-19 * 1000 * 2646.38 * 2646.17 * 0.21 * * * * 200.00 * * 80.04 * * Reach #10 * Reach-19 * 1000 * 2647.09 * 2646.71 * 0.38 * * * * 500.00 * * 94.24 * * Reach #10 * Reach-19 * 1000 * 2647.85 * 2647.37 * 0.49 * * * * 1000.00 * * 136.56 * * Reach #10 * Reach-19 * 1000 * 2648.86 * 2648.10 * 0.76 * * * * 2000.00 * * 155.05 * * Reach #10 * Reach-19 * 1000 * 2649.65 * 2648.68 * 0.97 * * * * 3000.00 * * 172.94 * * Reach #10 * Reach-19 * 1000 * 2650.72 * 2649.88 * 0.84 * * * * 4900.00 * * 337.14 * * * * * * * * * * * * * * * Reach #1 * Reach-51 * 105 * 2788.24 * 2788.21 * 0.03 * 0.02 * 0.00 * * 10.00 * * 37.70 * * Reach #1 * Reach-51 * 105 * 2788.61 * 2788.51 * 0.10 * 0.02 * 0.00 * * 50.00 * * 41.30 * * Reach #1 * Reach-51 * 105 * 2788.93 * 2788.75 * 0.17 * 0.02 * 0.00 * * 100.00 * * 44.24 * * Reach #1 * Reach-51 * 105 * 2789.30 * 2789.22 * 0.08 * 0.02 * 0.00 * * 200.00 * * 207.46 * * Reach #1 * Reach-51 * 105 * 2789.58 * 2789.43 * 0.15 * 0.02 * 0.00 * * 400.00 * * 214.98 * * Reach #1 * Reach-51 * 105 * 2789.80 * 2789.59 * 0.20 * 0.02 * 0.00 * * 600.00 * * 220.92 * * Reach #1 * Reach-51 * 105 * 2789.99 * 2789.74 * 0.25 * 0.02 * 0.00 * * 800.00 * * 226.22 * * Reach #1 * Reach-51 * 105 * 2790.33 * 2789.99 * 0.34 * 0.02 * 0.01 * * 1200.00 * * 235.28 * * * * * * * * * * * * * * * Reach #1 * Reach-51 * 100 * 2788.22 * 2788.18 * 0.04 * * * * 10.00 * * 37.30 * * Reach #1 * Reach-51 * 100 * 2788.59 * 2788.46 * 0.13 * * * * 50.00 * * 40.74 * * Reach #1 * Reach-51 * 100 * 2788.90 * 2788.70 * 0.21 * * * * 100.00 * * 43.55 * * Reach #1 * Reach-51 * 100 * 2789.28 * 2789.18 * 0.10 * * * * 200.00 * * 205.89 * * Reach #1 * Reach-51 * 100 * 2789.55 * 2789.38 * 0.18 * * * * 400.00 * * 213.03 * * Reach #1 * Reach-51 * 100 * 2789.77 * 2789.53 * 0.24 * * * * 600.00 * * 218.77 * * Reach #1 * Reach-51 * 100 * 2789.97 * 2789.67 * 0.30 * * * * 800.00 * * 223.73 * * Reach #1 * Reach-51 * 100 * 2790.31 * 2789.91 * 0.40 * * * * 1200.00 * * 232.29 * ************************************************************************************************************************************* ***************** ******************************************************************************** ERRORS WARNINGS AND NOTES Errors Warnings and Notes for Plan : Plan 04 River: Reach #10 Reach: Reach-23-24-24 RS: 1005 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #10 Reach: Reach-19 RS: 1005 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #12 Reach: Reach-36-37-37 RS: 1200 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #12 Reach: Reach-35-36-36 RS: 1200 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #12 Reach: Reach-35-36-36 RS: 1200 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #12 Reach: Reach-35-36-36 RS: 1200 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #12 Reach: Reach-35-36-35 RS: 1200 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #12 Reach: Reach-35-36-35 RS: 1200 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-41-68 RS: 1305 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #13 Reach: Reach-41-68 RS: 1300 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-41-68 RS: 1300 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-41-68 RS: 1300 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-41-68 RS: 1300 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-41-39 RS: 1305 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #13 Reach: Reach-41-39 RS: 1300 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-41-39 RS: 1300 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. is below critical is below critical is below critical is below critical is below critical is below critical greater than 1.4. is below critical is below critical is below critical is below critical greater than 1.4. is below critical is below critical River: Reach #13 Reach: Reach-41-39 RS: 1300 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-39 RS: 1305 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #13 Reach: Reach-39 RS: 1305 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #13 Reach: Reach-39 RS: 1300 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. River: Reach #13 Reach: Reach-38-39-39 RS: 1305 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #13 Reach: Reach-38-39-39 RS: 1300 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. River: Reach #13 Reach: Reach-38-39-39 RS: 1300 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-38-39-39 RS: 1300 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-38-39-39 RS: 1300 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-38-39-38 RS: 1305 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #13 Reach: Reach-38-39-38 RS: 1300 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-38-39-38 RS: 1300 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #13 Reach: Reach-38-39-38 RS: 1300 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-10 RS: 1400 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-10 RS: 1400 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-10 RS: 1400 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-10 RS: 1400 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-9 RS: 1400 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical greater than 1.4. number of trials. greater than 1.4. number of trials. is below critical is below critical is below critical greater than 1.4. is below critical is below critical is below critical is below critical is below critical is below critical is below critical is below critical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-9 RS: 1400 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-9 RS: 1400 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-9 RS: 1400 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-8 RS: 1400 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-8 RS: 1400 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-8 RS: 1400 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-8 RS: 1400 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-7 RS: 1400 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-7 RS: 1400 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-7 RS: 1400 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #14 Reach: Reach-7 RS: 1400 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-7-11-7 RS: 1505 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream This may indicate the need for additional cross sections. River: Reach #15 Reach: Reach-7-11-7 RS: 1500 Profile: PF 2 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-7-11-7 RS: 1500 Profile: PF 3 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-7-11-7 RS: 1500 Profile: PF 4 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-7-11-7 RS: 1500 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-7-11-7 RS: 1500 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical conveyance) is less than 0.7 or greater than 1.4. flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical River: Reach #15 Reach: Reach-7-11-7 RS: 1500 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-6-7-7 RS: 1505 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #15 Reach: Reach-6-7-7 RS: 1500 Profile: PF 3 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-6-7-7 RS: 1500 Profile: PF 4 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-6-7-7 RS: 1500 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #15 Reach: Reach-6-7-7 RS: 1500 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-18 RS: 1605 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #16 Reach: Reach-18 RS: 1600 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. River: Reach #16 Reach: Reach-17 RS: 1600 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16-17-17 RS: 1605 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #16 Reach: Reach-16-17-17 RS: 1600 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16-17-17 RS: 1600 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16-17-17 RS: 1600 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16-17-17 RS: 1600 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16-17-16 RS: 1605 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #16 Reach: Reach-16-17-16 RS: 1600 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16-17-16 RS: 1600 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16-17-16 RS: 1600 Profile: PF 8 is below critical greater than 1.4. is below critical is below critical is below critical is below critical greater than 1.4. number of trials. is below critical greater than 1.4. is below critical is below critical is below critical is below critical greater than 1.4. is below critical is below critical Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #16 Reach: Reach-16 RS: 1605 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #16 Reach: Reach-16 RS: 1600 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. River: Reach #17 Reach: Reach-12A RS: 1705 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #17 Reach: Reach-12A RS: 1700 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. River: Reach #17 Reach: Reach-12A RS: 1700 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-12A RS: 1700 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-12 RS: 1705 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #17 Reach: Reach-11-12-12 RS: 1700 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-12 RS: 1700 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-12 RS: 1700 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-12 RS: 1700 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-11 RS: 1705 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #17 Reach: Reach-11-12-11 RS: 1705 Profile: PF 2 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #17 Reach: Reach-11-12-11 RS: 1700 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. River: Reach #17 Reach: Reach-11-12-11 RS: 1700 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-11 RS: 1700 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-11 RS: 1700 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth is below critical greater than 1.4. number of trials. greater than 1.4. number of trials. is below critical is below critical greater than 1.4. is below critical is below critical is below critical is below critical greater than 1.4. greater than 1.4. number of trials. is below critical is below critical is below critical depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12-11 RS: 1700 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12A RS: 1705 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #17 Reach: Reach-11-12A RS: 1700 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-11-12A RS: 1700 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-7-11-11 RS: 1705 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #17 Reach: Reach-7-11-11 RS: 1700 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. River: Reach #17 Reach: Reach-7-11-11 RS: 1700 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-7-11-11 RS: 1700 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-7-11-11 RS: 1700 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #17 Reach: Reach-7-11-11 RS: 1700 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-2 RS: 1800 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-52-53-52 RS: 1800 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-52-53-52 RS: 1800 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-52-53-53 RS: 1800 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-52-53-53 RS: 1800 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-53A RS: 1800 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-53A RS: 1800 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. is below critical greater than 1.4. is below critical is below critical greater than 1.4. number of trials. is below critical is below critical is below critical is below critical is below critical is below critical is below critical is below critical is below critical is below critical is below critical River: Reach #18 Reach: Reach-53A RS: 1800 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59 RS: 1805 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream This may indicate the need for additional cross sections. River: Reach #18 Reach: Reach-59 RS: 1800 Profile: PF 2 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59 RS: 1800 Profile: PF 3 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59 RS: 1800 Profile: PF 4 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59 RS: 1800 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59 RS: 1800 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59 RS: 1800 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59 RS: 1800 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1805 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream This may indicate the need for additional cross sections. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 1 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 2 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 3 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 4 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 5 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 6 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-59A RS: 1800 Profile: PF 8 flow calculations (normal depth is below critical conveyance) is less than 0.7 or greater than 1.4. flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical conveyance) is less than 0.7 or greater than 1.4. flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical flow calculations (normal depth is below critical Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-60 RS: 1800 Profile: PF 7 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #18 Reach: Reach-60 RS: 1800 Profile: PF 8 Warning:Slope too steep for slope area to converge during supercritical flow calculations (normal depth depth). Water surface set to critical depth. River: Reach #2 Reach: Reach-62-63-63 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #2 Reach: Reach-62-63-63 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-63 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-63 RS: 205 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #2 Reach: Reach-62-63-63 RS: 200 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-63 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-63 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-62 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-62 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-62 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-62 RS: 200 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-62 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62-63-62 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-62 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or This may indicate the need for additional cross sections. River: Reach #2 Reach: Reach-62A-62 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-62 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-62 RS: 200 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified The program used critical depth as the starting water surface. Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-62 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. is below critical is below critical is below critical greater than 1.4. number of trials. greater than 1.4. number of trials. River: Reach #2 Reach: Reach-62A-62 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-6263 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Reach #2 Reach: Reach-62A-6263 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-6263 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-6263 RS: 200 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-6263 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-6263 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-62A-6263 RS: 200 Profile: PF 4 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-64 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-64 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-64 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-64 RS: 205 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #2 Reach: Reach-64 RS: 200 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-64 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-64 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-6 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Reach #2 Reach: Reach-6 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-6 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-6 RS: 200 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-6 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-6 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-6 RS: 200 Profile: PF 4 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-5 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is This may indicate the need for additional cross sections. River: Reach #2 Reach: Reach-5 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-5 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-5 RS: 200 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-5 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-5 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-5 RS: 200 Profile: PF 4 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-4 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is This may indicate the need for additional cross sections. River: Reach #2 Reach: Reach-4 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-4 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-4 RS: 200 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-4 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-4 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-3 RS: 205 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is This may indicate the need for additional cross sections. River: Reach #2 Reach: Reach-3 RS: 205 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-3 RS: 205 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-3 RS: 200 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-3 RS: 200 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #2 Reach: Reach-3 RS: 200 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 1 Note: Multiple critical depths were found at this location. The critical depth with used. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 2 Note: Multiple critical depths were found at this location. The critical depth with used. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 3 Note: Multiple critical depths were found at this location. The critical depth with used. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 4 less than 0.7 or greater than 1.4. less than 0.7 or greater than 1.4. less than 0.7 or greater than 1.4. the lowest, valid, water surface was the lowest, valid, water surface was the lowest, valid, water surface was Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 5 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 6 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 7 Warning:Multiple water surfaces were found that could balance the energy equation. The program selected the water surface whose main channel velocity head was the closest to the previously computed cross section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 305 Profile: PF 8 Warning:The cross section had to be extended vertically during the critical depth calculations. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 1 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 2 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 3 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 4 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 5 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 6 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 7 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-66 RS: 300 Profile: PF 8 Warning:The cross section had to be extended vertically during the critical depth calculations. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 1 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 2 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 3 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 4 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 5 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 6 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 7 Warning:Multiple water surfaces were found that could balance the energy equation. The program selected the water surface whose main channel velocity head was the closest to the previously computed cross section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 305 Profile: PF 8 Warning:The cross section had to be extended vertically during the critical depth calculations. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 1 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 2 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 3 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 4 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 5 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 6 Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 7 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: Reach #3 Reach: Reach-65-66-65 RS: 300 Profile: PF 8 Warning:The cross section had to be extended vertically during the critical depth calculations. River: Reach #4 Reach: Reach-65 RS: 405 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #5 Reach: Reach-48-50-50 RS: 505 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #7 Reach: Reach-34-35-34 RS: 705 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Reach #7 Reach: Reach-34-35-34 RS: 700 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. River: Reach #7 Reach: Reach-34 RS: 705 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #7 Reach: Reach-31 RS: 705 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #7 Reach: Reach-12 RS: 705 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Reach #7 Reach: Reach-11 RS: 705 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #8 Reach: Reach-32 RS: 805 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-32 RS: 805 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-32 RS: 805 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-32 RS: 800 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-32 RS: 800 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-32 RS: 800 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-31-32-32 RS: 805 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-31-32-32 RS: 805 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-31-32-32 RS: 800 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-31-32-32 RS: 800 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-32 RS: 805 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Reach #8 Reach: Reach-30-32-32 RS: 805 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-32 RS: 805 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-32 RS: 800 Profile: PF 1 Warning:Slope-Area method could not converge on a starting water surface elevation within the specified number of trials. The program used critical depth as the starting water surface. Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-32 RS: 800 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-32 RS: 800 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-2830 RS: 805 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-2830 RS: 805 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-2830 RS: 805 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-2830 RS: 800 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-2830 RS: 800 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30-32-2830 RS: 800 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30 RS: 805 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30 RS: 805 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30 RS: 800 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-30 RS: 800 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-30 RS: 805 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-30 RS: 805 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-30 RS: 805 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-30 RS: 800 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-30 RS: 800 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-30 RS: 800 Profile: PF 3 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-28 RS: 805 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-28 RS: 805 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-28 RS: 800 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #8 Reach: Reach-28-30-28 RS: 800 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-24 RS: 905 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-24 RS: 905 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-24 RS: 900 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-24 RS: 900 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-14 RS: 905 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-14 RS: 905 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-14 RS: 905 Profile: PF 8 Warning:The cross-section end points had to be extended vertically for the computed water surface. River: Reach #9 Reach: Reach-14 RS: 900 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-14 RS: 900 Profile: PF 2 Warning:Divided flow computed for this cross-section. River: Reach #9 Reach: Reach-13 RS: 905 Profile: PF 1 Warning:Divided flow computed River: Reach #9 Reach: Reach-13 Warning:Divided flow computed River: Reach #9 Reach: Reach-13 Warning:The cross-section end River: Reach #9 Reach: Reach-13 Warning:Divided flow computed River: Reach #9 Reach: Reach-13 Warning:Divided flow computed for this cross-section. RS: 905 Profile: PF for this cross-section. RS: 905 Profile: PF points had to be extended RS: 900 Profile: PF for this cross-section. RS: 900 Profile: PF for this cross-section. 2 8 vertically for the computed water surface. 1 2