URBAN ENGINEERING, INC. .. - - - I[\ _, [C:::'l_''l["[~fcc'. (_(_'.··_.•.:[~· ~· ,,I , .G.:J \' · ., J 877 South Alvernon Way Tucson, AZ. 85711 (520) 318-3800 I JOB NO.: 05151 DATE: 5-16-06 Fax (520) 318-3808 ATTENTION: Andy Seiger, P.E. RE: New Tucson Unit 30, Floodplain Revisions TO: Pima County Regional Flood Control District 201 N. Stone Ave., 4'" Floor Tucson, AZ. 85701 SENT VIA: IQ I 5-16-06 0 WE ARE SENDING YOU D D COPIES Shop drawings Copy of letter DATE D Attached D D Under separate cover via _ _ _ _ _ _ _ the following items: D D Prints Change order D Plans D Samples Specifications DESCRIPTION NO. 1 Addendum to Existing Conditions Drainage Assessment (HEC-RAS electronic files enclosed) 1 Response to Review Comments - .. - THESE ARE TRANSMITTED as checked below: D For approval D Approved as submitted D Resubmit _ _ copies for approval D For your use D Approved as noted D Submit _ _ copies for distribution D As requested D Returned for corrections D Return D For review and comment D D FOR BIDS DUE D 20 corrected prints PRINTS RETURNED AFTER LOAN TO US REMARKS - - COPY TO: -------------SIGNED: ~ 0 fJJ. Gerardo Calza, If endosures are not as noted, kindly notify us at once. p....__ P.E~ .. . May 15,2006 - - l'l,lllnin;.: Andrew Seiger, P.E. Pima County Regional Flood Control District 201 North Stone Avenue, Fourth Floor Tucson, Arizona 8570 I RE: :'l!n1·~in;.: .. Response to Review Comments (April17, 2006)-3rd Submittal Addendum to Existing Conditions Drainage Assessment for New Tucson Unit 30 SR 05-165 Dear Andy: - I. Previously Addressed. 2. Addressed. 3. Partially Addressed: The provided information is insufficient to demonstrate that flow split will not occur. - a. Please provide road elevation data which shows that Slate Drive is sufficiently elevated to return the right overbank (ROB) flows to the Wash B channel. - .l:2li ..'{I!LH\1HI RESPONSE: Slate drive is not sufficiently elevated to return ROB flows to the Wash B channel. Therefore, a "Diversion Channel" will be designed parallel to the existing platted channel in order to provide additional conveyance which will contain and return the ROB flows to the Wash B channel. A 67' Drainage easement on Lots: 3, 4, and 7 has been prepared for recordation. A Floodplain Use Permit will be required in order to construct said Diversion Channel. L-Jli,Jil b. It appears that ROB flow will extend to Atrisco Drive. If so, please show the floodplain extending to Atrisco Drive. - l'luo~w inloll IJriJarwnl'ino·J·ring.I·IJIII RESPONSE: The hydraulic section 14 for A/risco Drive has been adjusted to reflect the actual road profile; the road has sufficient elevation to return the ROB flows to the Wash B channel. ... - l'h•wrJi\ - - Page I of3 .. - - c. If breakout flow does not flow across Slate Drive, and if Atrisco Drive is not raised high enough to return the right overbank (ROB) flows to the Wash B channel, then it appears from the contour information presented on Figure 2 that the ROB flow evident on hydraulic section 15 will continue to flow in the ROB of hydraulic cross sections 7 through 14. If this is the case, and if this possibly isolated flow path is regulatory, please expand the floodplain limits to include these ROB flows. Urban Engineering .. RESPONSE: Gerardo Calza, Urban Engineering and Andy Seiger, Pima County conducted a walk-through inspection on May 1, 2006 of the subject area. It was confirmed that Atrisco Drive is sufficiently elevated to return ROB flows to the Wash B channel. - .. - - .. .. - - d. If modeling with elevation data on Slate Drive does not show that the road will prevent the breakout flow, and this flow is found to be regulatory, then please provide a separate model reach to follow this breakout flow downstream. RESPONSE: Please refer to the response for Item 3. a above. 4. Previously Addressed. 5. Addressed. 6. Previously Addressed. 7. Addressed. 8. Previously Addressed. 9. Previously Addressed. 10 . Addressed. 11. Addressed. 12. Previously Addressed. 13. Addressed. 14. Addressed. Page 2 of3 - - - 15. Urban Engineering New Comment: Sheet 3 of the 1"=80' scale sheets shows lot 26 as lot 28. Please correct. RESPONSE: Complied If you have any questions regarding the above response to comments, or reqmre further clarification of our responses, please call at 318-3800. Sincerely, URBAN ENGINEERING, INC. ~=E~ Vice President-Engineering - - - - - - Page 3 of3 - .. .. - - - - - May 12, 2006 U/E Project No. 05151 LEGAL DESCRIPTION A 67 foot wide drainage easement over a portion of Lot 7, Block 27 of New Tucson Unit 30, Blocks 22 thru 27, a subdivision as recorded in Book 17 of Maps and Plats at Page 86, Pima County, Arizona, more particularly described as follows: The southwest 67 feet of said Lot 7 as measured perpendicular to the southwest line of said Lot 7, being parallel and adjacent to the alley as shown on said plat. Prepared by URBAN ENGINEERING, INC. I I I I I I I I I I I I I I I I I I N L=61.09' 6 Ra268.00' D. =13'03'38" ""' \ \ SCALf: I" • 60' L=45.82' R=201.00' 6.=13'03'38" \ \\ \ \ \ \ 7 \ \ I \ t-- \ L=36.7~ "-...__ R=54.00' D. =38'58'16" NEW TUCSON UNIT 30 BK. 17, PG. 86 \ ""' EXHIBIT· -=Urban -.=.~-Engineering PREPARED: 877 S. Alvemon Way-Tucson, AZ 85711-520.318.3800 DAlE: DRT 05/12/05 DRAIIN: JOB No AMC 05151 CHECK: DRT SHEET_!_ of _1_ FIL[PATH: \5: \05000\05151 \DWC\fXH/8/T-l.OWG I - - - - - - .. .. .. May 12, 2006 U/E Project No. 05151 LEGAL DESCRIPTION A 67 foot wide drainage easement over a portion of Lot 3, Block 27 of New Tucson Unit 30, Block 22 thru 27, a subdivision as recorded in Book 17 of Maps and Plats at Page 86, Pima County, Arizona, more particularly described as follows: The southwest 67 feet of said Lot 3 as measured perpendicular to the southwest line of said Lot 3, being parallel and adjacent to the alley as shown on said plat. Prepared by URBAN ENGINEERING, INC. - - N - ~------------SCAL£c I"= 60' & t;t 4 - NEW TUCSON UNIT 30 BK. 17, PG. 86 ...,"i .....• 0 •!it! 2 .., ~ 3 - - ./ ./ ./ ./ ./ ./ ./ ./ ./ L=62.57' ./ ./ R=26B.OO' ./ ./ ./ ./ ~=13'22'39'./ ./ ./ ./ - ./ ./ /" ./ ./ - ./ ./ ./ ./ ./ ./ ./ ./ ./ ./ • \ EXHIBIT •=Urban ,.;:::;.,~-Engineering PREPARED: 877 S. Alvemon Way-Tucson, AZ 85711-520.318.3800 DATE: DRT 05/12/05 DRA'MI:_""A"'MC=--'CHECK:__cD~R.!..!T__ JOB No. 05151 SHEET_1_ of _1_ FIL£PA THe \Sc \05000\05151 \OIIG\£XH18tT-J.OWG .. - May 12,2006 U/E Project No. 05151 LEGAL DESCRIPTION .. A Drainage easement over a portion of Lot 4, Block 27 of New Tucson Unit 30, Blocks 22 thru 27, a subdivision as recorded in Book 17 of Maps and Plats at Page 86, Pima County, Arizona, more particularly described as follows: - COMMENCING at the southwest corner of said Lot 4; - - - - - THENCE along the south line of said Lot 4 South 59°01 '45" East a distance of 13.43 feet to the POINT OF BEGINNING; THENCE continuing South 59°01 '45" East a distance of 74.19 feet to a point on a line 67.00 feet north of and parallel with the south line of said Lot 4; THENCE along said parallel line South 47°01 '00" East a distance of 130.20 feet to a point on the east line of said Lot 4; THENCE along said east line South 18°49'40" West a distance of 73.43 feet to the southeast corner of said Lot 4; THENCE along the south line of said Lot 4 North 47°01 '00" West a distance of 80.00 feet to the beginning of a tangent curve concave to the northeast having a radius of 54.00 feet and a central angle of 18°53'48"; THENCE continuing along said south line and arc of said curve to the right a distance of 17.81 feet to a point of tangency; THENCE continuing along said south line North 28°07'12" West a distance of 148.53 feet to the POINT OF BEGINNING. Prepared by URBAN ENGINEERING, INC. N - .. - SCALE: t" 2 60" - ... - NEW TUCSON UNIT 30 BK. 17, PG. 86 l=17.81' R=S4.00' (R) 6=18'53'48" \ EXHIBIT •=Urban ~-Engineering PREPARED: 877 S. Alvemon Way-Tucson, AZ 85711-520.318.3800 DATE: DRT 05/12/05 DRAv.N: Joe No. AMC 05151 CHECK:~D~Rc!..T_ SHEET_1_ of _1_ FIL[PATH: \S: \05000\05151\0WC\[XH181T-4.0WC - - - / / / - - - - - :~artial - 1'o / '21 GIS datatL_ _ _ __ Plan· Plan 01 Wash B E.G. Elev (It) Vel Head (It) W.S. Elev (It) Crit W.S. (It) E.G. Slope (!Vft) a Total (cis) Top Width (It) Vel Total (fils) Max Chi Dpth (It) Conv. Total (cis) Length Wtd. (It) Min Ch El (It) Alpha Frctn Loss (It) c & E Loss (It) Plan: Plan 01 Wash B E.G. Elev (ft) Vel Head (ft) W .S. Elev (ft) Crit W .S. (ft) E.G. Sloi>e (ftlft) a Total (cis) Top Width (ft) Vel Total (ft/s) Max Chi Dpth (ft) Conv. Total (cis) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (It) C & E Loss (ft) Plan· Plan 01 Wash B E.G. Elev (ft) Vel Head (ft) W .S. Elev (It) Crit W .S. (It) E.G. Slope (!Vft) a Total (cis) Top Width (It) Vel Total (fils) Max Chi Dpth (It) Conv. Total (cis) Length Wtd. (ft) Min Ch El (It) Alpha Frctn Loss (It) C & E Loss (ft) 1 AS· 19 3653.81 0.78 3653.03 3653.03 0.006753 3302.00 381.80 5.19 4.43 40182.2 129.83 3648.60 1.85 1.10 0.03 1 AS· 18 3650.40 1.03 3649.36 3649.36 0.011023 3302.00 192.51 8.12 3.76 31450.2 111.03 3645.60 1.01 1.19 0.01 1 AS· 17 3647.81 0.99 3646.82 3646.82 0.010477 3302.00 223.98 7.84 3.21 32259.7 155.50 3643.60 1.04 1.48 0.02 Profile· PF 1 Element Left OB Channel RightOB 0.043 136.48 229.04 229.04 861.92 177.12 3.76 1.29 10488.7 177.34 0.54 2.05 2.20 1.43 O.Q35 129.08 242.45 242.45 2070.54 63.03 8.54 3.85 25196.6 63.30 1.61 13.79 7.39 2.49 0.060 120.77 164.54 164.54 369.54 141.64 2.25 1.16 4496.9 141 .94 0.49 1.10 1.63 0.89 Element LeftOB Channel RightOB Wt. n-Val. 0.020 110.58 36.93 36.93 287.36 42.07 7.78 0.88 2737.0 42.30 0.60 4.67 1.79 1.09 O.Q35 111.06 358.39 358.39 2953.51 142.15 8.24 2.52 28131.0 142.56 1.73 14.26 6.50 2.18 0.035 111 .61 11 .45 11 .45 61.13 8.29 5.34 1.38 582.2 8.74 0.90 4.81 1.39 0.68 Element Left OB Channel RightOB Wt. n-Val. 0.021 151 .97 36.66 36.66 233.02 54.36 6.36 0.67 2276.5 54.38 0.44 2.80 1.69 0.96 O.Q35 156.01 365.59 365.59 2988.52 141 .64 8. 17 2.58 29197.0 141 .70 1.69 13.79 5.58 1.82 0.037 162.88 18.75 18.75 80.46 27.98 4.29 0.67 786.1 28.38 0.43 1.85 1.35 0.64 Wt.n-Val. Reach Len. (It) Flow Area (sq It) Area (sq It) Flow (cis) Top Width (It) Avg. Vel. (fils) Hydr. Depth (It) Conv. (cis) Wetted Per. (It) Shear (lblsq It) Stream Power (lblft s) Cum Volume (acre-It) Cum SA (acres) Profile· PF 1 Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cis) Top Width (ft) . Avg. Vel. (fils) Hydr. Depth (It) Conv. (cis) Wetted Per. (It) Shear (lblsq ft) Stream Power (lblft s) Cum Volume (acre-It) Cum SA (acres) Profile· PF 1 Reach Len. (It) Aow Area (sq It) Area (sq ft) Flow (ci s) Top W idth (It) Avg. Vel. (fils) Hydr. Depth (It) Conv. (cis) Wetted Per. (It) Shear (lblsq It) Stream Power (lblft s) Cum Volume (acre-It) Cum SA (acres) Plan: Plan 01 Wash B 1 AS· 16 Profile· PF 1 E.G. Elev (It) 3644.05 Vel Head (It) 0.93 W.S. Elev (It) 3643. 12 Reach Len. (It) 3643.12 Flow Area (sq It) Area (sq It) Crit W .S. (ft) E.G. Slope (tuft) 0.008713 Element Wt. n-Val. LeftOB Channel 0.02 1 0.035 0.035 169.66 169.47 167.35 86.18 342.33 8.62 86.18 342.33 8.62 807.33 2457.44 37.23 RightOB a Total (cfs) 3302.00 Top Width (It) 216.40 Top W idth (It) 68.79 140.41 7.19 Vel Total (tvs) 7.55 Avg. Vel. (IVs) 9.37 2.52 Hydr. Depth (It) 1.25 7.18 2.44 4.32 Max Chi Dpth (It) Conv. Total (cis) 35374.2 8648.9 26326.4 398.9 Length Wtd. (It) Min Ch El (It) Flow (cfs) Conv. (cis) 1.20 169.49 Wetted Per. (It) 68.96 140.41 7.58 3640.60 Shear (lblsq ft) 0.68 1.33 0.62 2.67 Alpha 1.05 Stream Power (lblft s) 6.37 9.52 F rctn Loss (ft) 1.66 Cum Volume (acre-ft) 1.48 4.31 1.30 C & E Loss (ft) 0.01 Cum SA (acres) 0.75 1.32 0.57 Left OB Channel RightOB Plan: Plan 01 Wash B 1 AS· 15 E.G . Elev (ft) 3640.67 Vel Head {ft) 1.06 W .S. Elev (It) 3639.61 Crit W.S. {ft) E.G. Slope (ftlft) a Total (cfs) 3639.61 0.011113 3302.00 Profile· PF 1 Element Wt. n -Val. - Reach Len. (It) Aow Area (sq ft) Area (sq ft) Flow (cfs) 0.022 168.25 0.035 0.035 161 .55 156.83 61.99 333.91 6.06 61.99 563.17 333.91 2712.57 6.06 26.26 Top Width (It) 192.74 Top Width {It) 50.35 136.37 6.03 Vel Total (tvs) 8.21 Avg. Vel. (tvs) 9.09 8.12 4.33 Max Chi Dpth (It) 3.01 Hydr. Depth (It) 1.23 Conv. Total (cfs) 31322.2 5342.2 2.45 25731.0 249.1 Length Wtd. (It) Min Ch El (It) Conv. (cis) 1.00 161 .19 Wetted Per. {ft) 50.41 136.54 6.35 3636.60 Shear (lblsq It) 0.85 1.70 0.66 2.87 Alpha Frctn Loss (ft) 1.01 0.86 Stream Power (lb/ft s) 7.75 13.78 Cum Volume (acre-ft) 1.19 2.99 1.27 C & E Loss {ft) 0.11 Cum SA (acres) 0.52 0.78 0.55 Element Left OB Channel RightOB Wt. n-Val. 0.060 104.84 0.020 109.97 121.03 78.19 78.19 220.03 220.03 251.18 251.18 Plan: Plan 01 Wash B 1 AS: 14 E.G. Elev (It) 3636.73 Vel Head (It) 0.70 W .S. Elev {ft) 3636.03 a Total (cfs) Reach Len. (ft) Flow Area (sq ft) Crit W .S. (ft) E.G. Slope (ftlft) Profile: PF 1 0.003120 3302.00 Area (sq ft) Flow (cfs) 0.020 144.07 1674.1 8 1483.75 Top Width (It) 287.14 Top Width (It) 50.67 147.86 Vel Total (tvs) 6.01 Avg. Vel. (tvs) 1.84 88.60 7.61 Max Chi Dpth (It) 2.73 Hydr. Depth {It) 1.54 2.48 1.70 Conv. Total (cfs) 59118.6 Conv. (cfs) 2579.4 29974.4 26564.8 Length Wtd. (It) Min Ch El (It) 111.67 3633.30 Wetted Per. (ft) Shear (lblsq ft) 50.86 0.30 88.62 0.48 147.90 5.91 0.33 Stream Power (lblft s) 0.55 3.68 1.95 Frctn Loss (It) 1.25 0.70 C um Volume (acre-It) 0.92 1.97 0.81 C & E Loss (ft) 0.10 Cum SA (acres) 0.32 0.36 0.27 Alpha Plan: Plan 0 1 Wash B 1 AS· 13 Profile· PF 1 E.G. Elev (11) 3635.93 Vel Head (11} 1.72 W.S. Elev (11} 3634.21 Reach Len. (11} 108.65 114.16 Crit W .S. (11} 3634.21 Flow Area (sq 11) 155.04 206.53 E.G. Slope (fVft) a Total (cfs) Element Wt. n-Val. LeftOB 0 .060 Channel 0 .0 18554 Area (sq It} 155.04 206.53 3302.00 Flow (cfs} 866.71 2435.29 Top Width (11) 140.83 Top Width (11} 71 .80 69.04 Vel Total (ft/s} 9. 13 Avg. Vel. (ft/s) 5.59 11.79 Max Chi Dpth (11) 4.61 Hydr. Depth (11) 2.1 6 2.99 Conv. Total (cfs) 24241 .3 6362.9 17878.4 70.93 Length Wtd. (11) Min Ch El (11) Npha Conv . (cfs) RightOB 0.035 112.70 Wetted Per. (It) 72.67 3629.60 Shear {lblsq 11) 2.47 3.37 39.77 109.04 1.33 Stream Power (lb/11 s) 13.81 Frctn Loss (11) 1.59 Cum Vo lume (acre-ft) 0.64 1.43 0 .46 C & E Loss (It) 0 .09 Cum SA (acres) 0 .17 0.16 0 .06 Plan: Plan 01 Wash B 1 AS: 12 E.G . Elev (ft) 3633.83 Vel Head (ft) 1.43 W .S. Elev (ft) 3632.40 Crit W.S. (ft) E.G. Slope (ftlft) a Total (cis) 3632.40 0 .011037 3302.00 Profile: PF 1 Element Wl n-Val. Reach Len. (ft) Left OB Channel RightOB 0 .060 0.035 0 .060 154.00 154.00 154.00 77.40 Flow Area (sq ft) 147.94 218.86 Area (sq ft) 147.94 218.86 77.40 Flow (cis) 639.87 2401 .81 260.32 Top Width (ft) 175.29 Top Width (ft) 68.38 55.12 51.79 Vel Total (ft/s) 7 .43 Avg. Vel. (ft/s) 4.33 10 .97 3 .36 Max Chi Dpth (ft) 5 .80 Hydr. Depth {ft) 2.16 3 .97 1.49 Conv. Total (cfs) 3 1430.9 6090.7 22862.2 2477.9 52.67 Conv. (cfs) 154.00 W etted P er. (ft) 69.02 56.71 3626.60 Shear (lblsq ft) 1.48 2.66 1.01 1.67 Stream Power (lb/ft s) 6.39 29.18 3.41 Frctn Loss (ft) 1.54 Cum Volume (acre-ft) 0 .26 0 .87 0 .36 C & E Loss (ft) 0.06 Cum SA (acres) Length Wtd. (ft) Min Ch El (ft) Npha NewTuc30 .06 --+-- .02 ~ )1~ ( - - .06 Plan: Plan 02 --+- 5/11 /2006 XS19 .035 -))~ 1(----.06 - ---1 Legend ~-·············· ···· ··· ···········································-·············-·----·--------··----------- -----------·-·---·------------·-- ··---·--------···------- EG PF1 WSPF 1 Crit PF 1 Ground • Bank Sta g c 0 ~fo( ,(-- - - - .06 - __, Legend EG PF 1 WS PF 1 Crit PF 1 Ground • Bank Sta g c .Q ~ w 0 100 300 200 Station (It) 400 500 NewTuc30 Plan: Plan 02 5/11/2006 XS14 · --.06 ----~-- .02 --~r------ .02 Legend EG PF 1 WS PF 1 Ground • Bank Sta §: c: .Q ~CD iii 0 50 100 150 200 Station (ft) 250 300 350 400 NewTuc30 Plan: Plan 02 5/11/2006 XS13 ~-------.06 -------~;------ .035 ---~)olof l( .06, ................. ...................................................................................................................................................... _ Legend EG PF 1 WS PF 1 Crit PF 1 Ground • 3635 Bank Sta g c .Q ~ w 3631 0 50 150 100 Station (ft) 200 250 NewTuc30 Plan: Plan 02 5/11/2006 XS12 ~----- .06-- -- -* -- - - .035 ---~)k,l(------.06 ----~)1 ~--~ f···-··-·-··-·-··-·····-··· ······-·-- ··-·-·········-··-··-··--·-···-·---·········-········-···-·---·-----·-····------------······- Legend EG PF 1 WS PF 1 Crit PF 1 Ground • Bank Sta g c .Q ~ iii 0 50 100 Station (tt) 150 200 .. .. .. .. WashBRevFloodplain2.rep HEC-RAS Version 3.1.3 May 2005 U.S. Army Corp of Engineers Hydrologic Engineering Cente~ 609 Second Street Davis, California X X X .. X X X X X xxxxxxx xxxx X X X X X X X X xxxxxx xxxx xxxx XXXX XX X X X X X X X X XXX xxxx xxxx X X X X xxxx XX X X X X X X X X XXX XXX X X X X X X X X X xxxx xxxxx PROJECT DATA Project Title: NewTuc30 Project File WashBRevFloodplain2.prj Run Date and Time: 5/15/2006 11:44:59 AM . - .. ... .. - .. Project in English units Project Description: Wash B&C Floodplain Revision Wash B and Wash C Revised Floodplain PLAN DATA Plan Title: Plan 02 Plan File h:\OS000\05151\WashBRevFloodplain2.p02 Geometry Title: Geom 01 Geometry File h:\05000\0S151\WashBRevFloodplain2.g01 Flow Title Flow File Flow 01 h:\05000\05151\WashBRevFloodplain2.f01 Plan Summary Information: Number of: cross Sections Culverts Bridges 34 Multiple Openings Inline Structures Lateral Structures 0 0 Computational Information Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations Maximum difference tolerance Flow tolerance factor 0 0 0 0.003 0.003 20 0.1 0.001 Computation Options 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: Flow 01 Flow File h:\OS000\05151\WashBRevFloodplain2.f01 Flow Data (cfs) River Wash B Wash B 1 RS 23 2 11 Reach PF 1 3302 3378 Page 1 X X - - - - - - TrJash WashBRevFloodplaln2.rep c 10 1 544 Boundary Conditions River Reach Profile PF 1 PF 1 PF 1 Wash Wash B B 1 Wash c 1 2 Downstream Upstrearn Critical Critical Critical GEOMETRY DATA Geometry Title: Geom 01 Geometry File : h:\05000\05151\WashBRevFloodplain2.g01 Reach Connection Table River Reach Wash B Wash B 2 Upstream Boundary 1 Wash c Downstream Boundary Jn1 Jn1 1 Jn1 JUNCTION INFORMATION Name: Jnl Description: Wash C confluence Energy computation Method Length across Junction River Wash B Tributary River to Wash B to Wash B Reach 1 1 Wash C Reach 2 2 Length 154 142.96 Angle CROSS SECTION RIVER: Wash B REACH: 1 RS: 23 INPUT Description: XS23 Station Elevation Data Sta Elev Sta 3670.22 3669.6 3669.22 3669.16 3668.93 3668.6 3668.66 3669.51 3668.52 3668.34 3666.6 3666.1 3666.24 3667.6 3668.6 3669.7 3669.9 nurn= Elev 84 Sta Elev 22.23 3669.85 10.54 33.68 77.85 82.38 98.49 115.56 132.09 171.22 186.24 194.46 206.55 229.64 269.35 278.49 287.33 307.02 328.27 3670.1 3669.6 3669.16 3669.19 3668.69 3668.6 3668.65 3668.52 3668.5 3668.18 3666.29 3666.1 3666.6 3667.6 3669.06 3669.72 3669.95 Manning's n Values Sta n Val Sta 46.46 0 .06 num= n Val .02 Bank Sta: Left 190.16 Lengths: Left Channel 157.36 176.55 0 33.29 76.93 81.23 98.36 114.77 131.75 163.03 185.55 190.18 202.82 229.06 251.4 278.3 282.25 306.1 322.89 Right 269.35 43.36 77.96 84.51 99.15 118.17 133.31 172.37 187.99 197.09 220.69 231.95 270.44 278.55 291.33 315.94 348.88 Sta Elev 24.26 3669.82 3669.6 3669.2 3669.2 3668.6 3668.6 3668.6 3668.51 3668. 51 3667.97 3666.07 3666.08 3666.6 3667.62 3669.25 3669.85 3670.05 45.07 79.8 86.43 107 . 3 4 126.8 133.4 183.92 188.56 198.31 223.01 242.83 273.43 278.59 300.55 316.18 351.77 3669.6 3669.15 3669.22 3668.6 3668.6 3668.6 3668.6 3668.5 3667.6 3666.07 3666.15 3666.6 3667.64 3669.6 3669.85 3670.2 n Val .06 Sta 190.16 n Val .02 Sta 32.56 46.46 80.48 96.02 113.44 130.99 143.21 184. 11 190.16 200.28 225.99 246.96 275.16 281.02 301.06 318.11 Elev 3669.6 3669.6 3669.11 3669.17 3668.6 3668.68 3668.6 3668.58 3668.34 3667.3 3666.1 3666.2 3666.6 3668.34 3669.61 3669.87 5 Sta 107.34 Right 196.52 CROSS SECTION RIVER: Wash B Page 2 Sta 282.25 Coeff Contr. .1 n Val .06 Expan. .3 - - - - - WashBRevFloodplaLn2.r-ep REACH: RS: l INPUT Description: XS22 Station Elevation Data Sta 0 31.15 78.52 106.26 149 170.27 194.04 228.28 239.81 274.21 296.36 334.93 355.75 365.31 378.58 391.48 408.28 Elev 22 num= Sta Elev 7.68 3666.7 40.58 3665.6 80.65 3666.09 106.97 3665.6 149.83 3664.6 173.93 3664.78 199.05 3664.6 232.96 3664.6 242.28 3662.45 278.15 3663.25 305.23 3664.6 340.55 3664.6 359.14 3665.3 367.58 3665.39 379.32 3665.12 393.19 3666.7 3666.7 3666 3666.1 36 65.6 3664.6 3664.6 3664.6 3664.6 3662.6 3662.6 3664.6 3664.6 3665.3 3665.4 3665.2 3666.2 3666.7 81 Sta 8.98 49.29 82.35 115.01 151.02 175.51 212.06 233.8 264.54 282.22 308.53 342.15 359.51 368.63 380.47 399.52 Elev 3666.62 3665.6 3666.08 3665.6 3664.6 3664.76 3664.12 3664.31 3662.13 3663.6 3664.6 3664.6 3665.38 3665.38 3665.08 3666.7 Manning's n Values Sta n Val sta 0 .06 232.96 num= n Val .035 Bank Sta: Left Lengths: Left Channel 170.48 177.27 232.96 Right 290.71 Elev 3666.6 3665.6 85.35 3666.06 Sta 9.94 56.1 125.72 3665.39 154.16 3664.6 183.91 3664.6 212.99 3664.12 237.16 3663.6 265.88 3662.13 287 .14 3664.05 320.91 3665.03 344.36 3664.72 360.84 3665.35 372.48 3665.35 386.09 3665.6 401.4 3666.7 Sta 23.91 60.75 89.48 126.6 162.47 188.75 221.95 238.99 268.37 290.71 333.02 352.03 362.9 378.05 388.57 402.74 Elev 3666.23 3665.6 3666.03 3665.38 3664.6 3664.6 3664.6 3662.86 3662.17 3664.6 3664.6 3665.3 3665.38 3665.22 3665.6 3666.7 4 Sta 290.71 n Val .06 Sta 393.19 Right 184.43 n Val .02 Coeff Contr. .1 Expan. .3 CROSS SECTION RIVER: Wash B REACH: 1 INPUT Description: XS21 Station Elevation Sta Elev 0 3662.4 38.48 3661.7 69.09 3660.6 80.72 3660.6 91.48 3660.6 99.82 3660.6 118.91 3660.6 137.22 3658.6 180.19 3658.2 185.15 3659.6 206.58 3660.6 219.79 3659.4 252.83 3661.2 282.45 3661.3 308.1 3661.6 314.81 3661.6 362 3661.5 376.74 3662.1 396.4 3662 422.01 3661.6 444.62 3662.4 RS: 21 Data Sta 4.82 39.63 69.16 90.02 95.94 101.49 126.37 144.87 180.92 187.89 207.41 222.08 262.31 286.12 313.02 322.44 364.18 387.16 398.44 428.1 444.89 num= Elev 3662.36 3661.63 3660.6 3660.6 3660.6 3660.47 3660.6 3658.34 3658.14 3660.38 3660.6 3659.6 3661.37 3661.33 3661.55 3661.5 3661.6 3662 3661.93 3662.22 3662.37 105 Sta 7.27 40.75 70.43 90.09 96.74 101.96 130.34 145.5 181.89 188.14 212.55 240.1 267.42 291.24 313.69 323. 57 365.39 387.75 399.55 431.99 448.05 Elev 3662.32 3661.6 3660.6 3660.6 3660.6 3660.49 3659.85 3658.34 3658.15 3660.47 3660.07 3659.6 3661.38 3661.34 3661.56 3661.48 3661.6 3662.03 3661.9 3662.26 3662.4 Sta 11.77 44.64 76.65 90.16 97.01 103.47 131.64 175.73 183.5 188.21 217.73 242.18 270.37 294.17 314.09 327.95 366.86 389.41 406.46 433.82 449.31 Elev 3662.26 3661.44 3660.6 3660.6 3660.6 3660.6 3659.6 3658.37 3658.6 3660.6 3659.6 3660.55 3661.36 3661.37 3661.56 3661.39 3661.6 3662.03 3661.6 3662.35 3662.42 Sta 17.66 47.33 80.18 90.17 97.46 116.49 132.55 179.81 183.79 190.9 219.03 242.31 271.88 307.7 314.14 361.56 374.77 391.99 415.65 443.63 458.59 E1ev 3662-15 3661.35 3660.6 3660.6 3660.6 3660.6 3659.49 3658.23 3658.93 3660.6 3659.46 3660.6 3661.35 3661.55 3661.56 3 661.5 3662.07 3662.02 3661.6 3662.35 3662.37 Manning's n Values Sta n Val Sta 0 .06 126.37 nurn= n Val .035 5 Sta 242.18 n Val .06 Sta 374.77 n Val .02 Sta 415.65 n Val .06 Bank Sta: Left Right Lengths: Left Channel 126.37 242.18 211.53 207.99 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 374.77 458.59 3662.4 F Right 204.28 CROSS SECTION RIVER: Wash B REACH: I RS: 20 Page 3 Coeff Contr. .1 Expan. .3 - - - - - .. - WashBRevFloodplain2.rep INPUT Description: XS20 Statlon Elevation Data Sta Elev 0 3657.3 nuro=: Sta Elev 5.64 3657.39 45.27 3656.63 68.1 3655.97 107.59 3655.3 42.46 3656.7 64.57 3656.1 107. OS 3655.31 140.03 3655.56 156.86 3655.8 164.82 3653.6 180.64 3652.6 191.24 219.23 230.64 246.4 263.18 285.51 305.99 330.8 353.3 385.3 430.2 459.06 494.31 508.91 537.58 555.01 3654.6 3656.6 3655.6 3654.6 3654.53 3654.6 3655.8 3655.87 3656.33 3656.28 3655.6 140.38 3655.6 158.25 3655.6 169.91 181.24 196.33 224.61 232.75 254.66 264.63 297.31 318.5 337.24 374.49 398.54 439.25 3652.9 3652.6 3655.4 3656.7 3655.2 3654.54 3654.54 3654.6 3655.84 3655.92 3656.34 3656.12 3655.6 462.36 3656 501.18 3656.59 514.27 3656.76 537.72 3656.6 557.97 3655.74 565.38 3656.12 582.79 3656.94 3656 3656.46 3656.71 3656.6 3655.69 563.4 3655.98 580.53 3656.93 605.41 3656.86 Manning's n Values Sta n Val .06 .02 0 563.4 Bank Sta: Left 230.03 Sta 105.24 Right 305.99 num= n Val .035 131 Elev 14 3657.28 46.22 3656.6 92.96 3655.6 126.44 3655.1 Sta 140. 91 158.96 174.18 186.35 197. 29 226.06 235.55 254.85 264.75 298.39 319.28 343.97 383.31 399.74 439.47 477.87 501.77 514.97 545.66 560.51 567.89 584.97 3655.6 3655.35 3652.65 3653.26 3655.6 3656.6 3655 3654.5 3654.5 3655 3655.8 3656.2 3656.3 3656.1 3655.6 3656.2 3656.6 3656.8 3656.2 Sta Elev 16.86 3657.25 56.12 3656.3 99.13 3655.6 134 .45 3655.35 142.39 161.43 177.17 188.1 200.62 228.44 236.36 258.51 269.81 300.37 320.94 345.77 384.07 419.79 443 479.55 501.82 527.69 550.04 3655.6 3654.6 3652.6 3653.6 3655.87 3656.13 3654.6 3654.56 3654.6 3655.35 3655.86 3656.16 3656.28 3655.91 3655.72 3656.18 3656.6 3656.77 3655.92 3655.8 3656.35 561.16 3655.81 3656.94 3656.9 572.17 598.79 3656.6 Elev Sta 39.97 3656.75 57.95 3656.28 105.24 3655.31 136.21 3655.34 142.81 3655.6 164.06 3653.83 179.28 3652.6 189.68 3654.03 209.29 3656.6 230.03 3655.78 242.19 3654.6 263.03 3654.53 275.89 3654.6 302.55 3655.6 326.56 3655.89 349.87 3656.25 384.42 3656.28 428.22 3655.6 445.18 3655.79 493.75 3656.45 507.26 3656.69 536.9 3656.62 554.21 3655.74 562.51 3655.89 572.85 3656.6 601.56 3656.92 6 Sta n Val Sta 197.29 . 06 230.03 Lengths: Left Channel 191.38 184.99 Right n Val .035 Sta n Val 305.99 .06 Coeff Contr. 179 .1 Expan. .3 CROSS SECTION RIVER: wash B REACH: 1 RS: 19 INPUT Description: XS19 Station Elevation Data Elev Sta Sta num= Elev 0 3653.2 14.63 69.82 129.74 145.04 178.89 186.65 202.71 230.24 250.09 268.92 282.47 306.52 319.83 341.9 368.73 386.96 399.71 418.86 3653.4 3652.6 1. 86 3653.29 15.26 3653.43 72 3652.6 Sta Elev 6.32 3653.33 17.83 3653.39 3651.6 3651.6 180.93 3651.6 3650.48 3650.99 3649.6 3648.6 3648.6 3650.6 3652.29 3652.51 3651.6 3652.04 3650.9 3651.6 3652.6 186.89 212.91 234.94 256.59 269.5 292.5 307.27 320.27 345.3 370.01 390.74 401.02 429.88 3650.47 3651.04 3649 3648.6 3648.6 3651.28 3652.34 3652.5 3651.6 3652.02 3650.73 3651.81 3653.5 74.46 135.12 147.64 185.55 187.32 219.44 239.99 259.69 270.89 297.1 312.98 327.25 350.03 379.62 391.65 401.54 430.98 Sta num= n Val Sta n val Sta 79.33 .02 129.74 .06 219.44 .06 Bank Sta: Left 219.44 Right 282.47 3651.6 3651.6 3 6 52 . 6 3651.6 3651.64 3650.67 3650.46 3650.6 3648.98 3648.6 3648.9 3651.6 3652.55 3652.41 3651.6 3651.6 3650.66 3651.81 3653.6 Sta E1ev 7.54 3653.37 35.69 3653.17 3652.4 79.33 135.29 3651.6 147.93 3651.6 185.82 3650.6 197.08 3650.2 224.55 3650.2 240.63 3648.96 261.5 3648.6 274.97 3649.6 301.48 3652.08 313.25 3652.54 328.59 3652.35 354.23 3652.06 384.55 3651.07 392.73 3650.71 404.57 3652.06 135.1 146.75 3651.6 Manning's n Values n Val Sta 0 93 Elev Sta 9.97 3653.31 62.49 3 6 52 . 6 119.25 3651.6 141.53 3651.6 165.26 3651.6 186.23 3650.52 198.94 3650.6 229.6 3649.6 243.19 3648.6 265.24 3648.6 280.49 3650.4 304.23 3652.1 3652.5 318.67 331.09 3652.2 363.51 3652.2 386.74 3650.9 394.04 3650.8 416.58 3652.4 5 Lengths: Left Channel 136.48 129.08 Right 120.77 Page 4 n Val .035 Sta n Val 282.47 .06 Coeff Contr. .1 Expan. .3 - .. .. - - - - - ltlashBRevFloodplain2. rep CROSS SECTION RIVER: Wash B REACH: 1 RS: 18 INPUT Description: XS18 Station Elevation Sta Elev 0 3650.8 26.47 3650.6 82.5 3649.6 101.81 3648.68 155.38 3647.6 190.99 3645.63 211.94 3646.35 285.62 3649.39 299.04 3649.34 313.08 3648.6 337.12 3649.6 362.53 3650.01 377.86 3649.98 399.2 3649.99 427.64 3650.02 457.22 3649.6 471.02 3650.47 485.53 3650.55 3650.79 3650.6 3649.6 3648.2 3647.6 3645.6 3646.6 3649.42 3649.24 3648.6 3649.6 3650.02 3649.99 3649.99 3649.96 3649.6 3650.48 3650.55 88 Sta 1. 27 34.95 86.86 135.1 176.36 197.73 218.45 290.3 304.76 321.05 337.81 365.69 388.8 409.1 440.98 457.48 472.65 485.71 Elev 3650.8 3650.6 3649.6 3647.7 3647.6 3645.6 3646.6 3649.5 3649.1 3648.6 3649.6 3650 3650 3649.9 3649.7 3649.6 3650.5 3650.6 Sta 3.23 40.96 87.39 149.26 187.42 197.77 266.83 293.01 307.33 324.95 356.13 371.06 391.17 411.96 443.03 458.58 472.98 Elev 3650.8 3650.46 3649.6 3647.6 3647.29 3645.6 3646.6 3649.47 3648.94 3648.6 3650.02 3650 3650.03 3649.92 3649.6 3649.7 3650.55 Manning's n Values Sta n Val Sta .06 101.81 0 nurn= n Val .02 4 Sta 135.1 n Val .035 Sta 285.62 n Val .06 Bank Sta: Left Lengths: Left Channel Right 110.58 111.06 111.61 285.62 Elevation= 3649.39 135.1 Right Levee Data Sta .76 27.26 83.53 125.81 160.23 191. OS 216.85 286.92 301.29 319.03 337.15 364.63 378.36 403.36 434.95 457.39 471.13 485.58 Right 277.25 Station= nurn= Elev Sta Elev 3. 67 3650.81 53.09 3650.24 101.66 3649 154.48 3647.6 188.7 3646.6 211.64 3646.33 277.25 3646.6 294.64 3649.42 311.49 3648.6 334.07 3649.43 356.32 3650.02 372.77 3649.99 397.26 3650 420.79 3649.97 455.64 3649.6 461.24 3649.84 473.78 3650.54 Coeff Contr. .1 Expan. .3 CROSS SECTION RIVER: wash B REACH: 1 RS: 17 INPUT Description: XS17 Station Elevation Sta Elev 0 3648.3 26.18 3647.5 53.94 3647.2 86.1 3646.8 95.91 3646.6 174.38 3644.8 197.44 3643.6 294.48 3646.32 312.5 3646.91 342.48 3646.92 356.78 3646.95 386.3 3647 417.89 3647.39 429.64 3647.53 439.75 3647.53 463.49 3647.16 479.89 3647.6 506.13 3647.91 Data Sta 3.91 27.3 60.12 93.39 105.81 180.15 211.8 302.03 315.97 351.04 366.14 389.17 420.86 433.22 456.76 464.91 483.88 507.45 nurn= Elev 3648.18 3647.48 3647.12 3646.65 3646.23 3644.6 3643.6 3646.6 3646.97 3646.9 3646.93 3647 3647.42 3647.56 3647.55 3646.96 3647 .6 3647.91 89 Sta 14.94 40.52 67. OS 93.78 129.81 187.52 215.38 302.85 318.18 352.76 375.55 396.99 421.93 433.86 457.35 469.57 491.09 511.9 Elev 3647.75 3647.32 3647.12 3646.64 3645.75 3644.06 3643.92 3646.6 3646.95 3646.92 3647.02 3647.07 3647.43 3647.55 3647.47 3647.03 3647.7 3647.93 Sta 17.27 47.31 68.55 94.32 139.91 188.09 281.55 304.34 339.15 354.35 377.71 403.17 428.67 438.6 460.18 471.48 491.52 512.68 Elev 3647.7 3647.25 3647.12 3646.63 3645.55 3644.01 3643.92 3646.6 3646.95 3646.92 3647.02 3647.08 3647.53 3647.55 3647.44 3647.15 3647.71 3647.92 Manning's n Values Sta n val Sta .06 105.81 0 nurnc:o n Val . 02 4 Sta 139.91 n Val .035 Sta 288.75 n Val .06 Bank Sta: Left Lengths: Left Channel 151.97 156.01 139.91 Right 281.55 Right 162.88 CROSS SECTION RIVER: wash B REACH: 1 RS: 16 Page 5 Sta Elev 19.34 3647.6 47.96 3647.24 84.21 3646.85 95.27 3646.6 166.71 3645 193.72 3643.6 288.75 3646.32 309.07 3646.8 340.78 3646.9 355.06 3646.9 383.98 3647 408.78 3647.2 428.71 3647.5 438.99 3647.5 461.43 3647.3 478.1 3647.6 501.84 3647.9 Coeff Contr. .1 Expan. .3 - WashBRevFloodplain2.rep INPUT Description: XS16 Station Elevation Data Sta Elev Sta . 25 16.43 48.89 77.59 97.02 117.92 129.91 195.59 313.21 355.28 373.64 393.9 416.67 426.03 445.42 486.97 512.87 527.1 nurn= Elev 3645.09 3644.93 3644.5 3643.6 3643.08 3642.68 3641.6 3640.6 3643.6 3643.6 3642.6 3643.33 3643.42 3643.17 3643.6 3644.44 3644.48 3644.46 - Manning's n Values Sta n Val Sta 0 .06 130.16 nurn= n Val .02 Bank Sta: Left - 164.16 Right Levee Lengths: Left Channel Right 169.66 169.47 167.35 313.21 Elevation= 3643.6 - - - - - .. .. .. 0 3645.1 13 3645 44.41 3644.6 65.5 3644.1 96.02 3643.1 116.27 3642.7 128.45 3641.6 193.69 3640.6 304.57 3640.72 345.86 3643.4 367.36 3643.5 390.22 3643.3 414.03 3643.4 425.18 3643.2 439.4 3643.6 484.35 3644.4 505.65 3644.49 524.98 3644.46 Right 304.57 Station= 88 Sta Elev Sta 4.52 23.79 50.58 78.06 101 121.29 130.16 215.89 323.88 3645.04 3644.88 3644.48 3643.58 3642.99 3642.6 3641.4 3640.6 3643.6 3643.6 3642.6 3643.3 3643.44 3643.59 3644.16 3644.44 3644.49 3644.43 7 31.93 52.19 78.12 101.93 122.41 154 . 16 357.02 378.75 396.9 417.51 439.28 468.35 488.89 514.31 530.86 Elev 3645.02 3644.8 3644.45 3643.58 3642.95 3642.6 3640.92 221.8 3640.6 325.21 3643.6 358.95 3643.6 385.16 3642.6 397.84 3643.29 420.83 3643.18 439.31 3643.59 474.25 3644.26 489.61 3644.44 523.49 3644.46 Sta Elev 7.74 3645.02 36.62 53.9 87.1 102.7 124.09 164.16 230.55 329.64 365.48 388.46 413. 83 421.96 439.37 482.39 504.32 524.29 3644.74 3644.39 3643.34 3642.92 3642.41 3640.72 3640.72 3643.5 3643.6 3643.24 3643.41 3643.25 3643.6 3644.4 3644.5 3644.5 4 Sta 164.16 n val .035 Sta 313.21 n Val .06 Coeff Contr. .1 Expan. .3 CROSS SECTION RIVER: Wash B REACH: 1 RS: 15 INPUT Description: XS15 Station Elevation Sta Elev 0 3641.3 40.3 3640.3 79.42 3638.3 142.18 3636.6 175.21 3636.6 179.61 3637.6 269.33 3640.36 273.88 3640.36 288 3640.18 308.19 3639.74 322.83 3639.9 Data 2.23 47.17 104.04 143.57 175.85 246.41 270.45 276.59 289.68 308.6 324.92 nurn= Elev 3641.23 3640.19 3637.8 3636.6 3636.72 3637.6 3640.36 3640.31 3640.17 3639.72 3639.95 Manning's n Values Sta n Val Sta .06 79.42 0 nurn= n Val . 02 Bank Sta: Left 110.04 Lengths: Left Channel 168.25 161.55 Sta Right 246.41 55 Sta Elev 24.53 3640.6 59.9 3639.6 110.04 3637.6 155 3636.6 176.2 3636.8 254.51 3640.3 271.18 3640.4 277.43 3640.3 296.54 3639.9 314.64 3639.8 335.8 3641.85 Sta 25.01 71.55 124.97 174.15 177 .11 267.47 271.33 285.26 301.08 318.8 386.7 Elev 3640.59 3638.83 3636.6 3636.6 3636.96 3640.35 3640.36 3640.26 3639.79 3639.81 3643.61 Sta 35.54 77.55 141.36 174.81 17 9. 02 267.96 272.3 286.12 305.83 319.4 402.74 Elev 3640.36 3638.6 3636.6 3636.6 3637.6 3640.35 3640.35 3640.24 3639.73 3639.83 3643.61 4 Sta 110.04 n Val .035 Sta 254.51 Right 156.83 n Val .06 Coeff Contr. .1 Expan . .3 CROSS SECTION RIVER: Wash B REACH: 1 RS: 14 INPUT Description: XS14 nurn= Station Elevation Data Sta Elev Elev Sta 0 3638.4 4.2 3638.03 25.98 3637.2 3 0. 89 3637.08 52.49 3636.6 52.83 3636.6 73.96 3634.6 75.58 3634.42 89.41 3634 92.26 3634.01 98.89 3634.1 99.7 3634.07 113.51 3634.42 139.84 3633.56 37 Sta 9.99 35.56 56.09 82.66 92.74 101.74 166.18 Elev 3637.6 3637.05 3636.41 3634.14 3633.97 3634.08 3633.3 Sta 13.96 48.06 70.36 85.18 94.93 102.61 202.11 Page 6 Elev 3637.46 3636.6 3635.6 3634.04 3633.94 3634.15 3633.3 Sta 15.74 50.38 73.07 86. 31 96.8 103.41 219.18 Elev 3637.43 3636.6 3634.83 3634.05 3634.04 3634.23 3633.3 - - - - - - - ':.'ashBRevF'loodplain2. rep 256.68 3633.68 354.06 3636.13 Hanning's n Values Sta n val Sta 0 .06 113.51 nurn= Bank Sta: Left Lengths: Left Chdnnel 104.84 109.97 113.51 Right 202.11 n Val .02 Sta 202.11. n Val .02 Right 121.03 Coeff Cant::-. .1 Expan. .3 CROSS SECTION RIVER: Wash B REACH: 1 RS: 13 INPUT Description: XS13 Station Elevatlon Sta Elev 0 3635.3 26.6 3634 37.56 3631.6 51.2 3629.6 58.95 3630.5 75.24 3632.5 93.53 3634.1 127.16 3634.6 132.85 3633.2 144.68 3631.5 160.86 3629.7 173.49 3629.6 185.63 3631.2 190.43 3633.6 208.35 3635.1 Data Sta 2.88 31.08 num= 55.59 59.35 76.14 95.22 128.65 134.42 145.16 161.34 183.08 186 197.19 211.94 3635.2 3633.6 3631.54 3629.6 3630.6 3632.6 3634.21 3634.6 3632.6 3631.45 3629.6 3629.6 3 631.6 3633.98 3635.31 73 Sta 11.34 31.53 43.05 56.81 60.32 77.52 118.98 129.08 142.81 146.85 161.46 183.33 186.54 201.72 218.24 Elev 3634.88 3633.49 3630.6 3629.98 3630.69 3632.84 3634.57 3634.6 3631.72 3631.27 3629.6 3629.91 3632.3 3634.6 3635.38 Manning's n Values Sta n Val Sta .06 129.08 0 nurn= n Val .035 3 Sta 201.72 n Val .06 Bank Sta: Left 129.08 Lengths: Left Channel 108.65 114.16 37.94 Right 201.72 Elev Sta Elev 13.08 3634.79 34.26 3632.6 45.58 3629.97 56.9 68.14 81.98 120.05 130.04 143.92 152.21 161.49 183.68 186.79 205.97 Right 109.04 3630.01 3631.6 3633.6 3634.58 3634.08 3631.6 3630.6 3629.6 3630.12 3632.6 3635.06 Sta Elev 17.2 3634.6 37.35 3631.65 47.89 3629.6 58.64 3630.42 74.41 3632.35 90.74 3634.07 120.32 3634.6 130.84 3633.6 144.15 3631.57 154.47 3630.37 172.11 3629.6 185.2 3630.6 187.61 3632.87 207.26 3635.07 Coeff Contr. .1 Expan. .3 CROSS SECTION RIVER: Wash B REACH: 1 RS: 12 INPUT Description: XS12 Station Elevation Sta Elev 0 3632.6 26.57 3631 44.93 3628.6 62.46 3629.6 74.42 3631.4 85.79 3629.6 93.71 3626.6 117.53 3628.2 128.01 3630.6 153.42 3631.6 163.82 3629.6 177.41 3631.6 Data Sta 3. 78 30.86 53.47 63.19 76.16 87.44 99.92 122.48 129.54 155.57 173.01 181.28 nurn= Elev 3632.6 3630.6 3628.6 3629.82 3631.28 3628.6 3626.6 3628.6 3631.56 3630.98 3629.6 3632.39 60 Sta 12.41 35.31 59.01 66.84 81.95 88.11 101.85 124.09 129.58 156.46 174 .66 182.47 Elev 3631.83 3629.81 3628.42 3630.6 3630.6 3628.37 3626.6 3629.17 3631.6 3630.6 3630.07 3632.6 Manning's n Values Sta n Val Sta .06 74.42 0 nurn= n Val .035 3 Sta 129.54 n Val .06 Bank Sta: Left 74.42 Right 129.54 Lengths: Left Channel 168.75 154 Sta 14.06 36.85 59.92 71.5 85.27 89.86 103.05 126.37 129.97 159.82 175.96 195.57 Right 149.57 CROSS SECTION RIVER: Wash B REACH: 2 RS: 11 Page 7 E1ev 3631.71 3629.6 3628.6 3631.45 3629.68 3627.6 3626.69 3629.6 3631.48 3629.87 3630.6 3633.07 Sta 15.89 39.46 61.46 73.05 85.7 90.8 111.18 127.01 131.9 160. 85 17 6 .62 199. 59 Coeff Con':r. .1 Elev 3631.6 3629.33 3629.36 3631.49 3629.6 3627.33 3627.6 3630.09 3631.6 3629.6 3631.07 3633.17 Expan. .3 - - - - .. - - - - WashBRevFloodplain2.rep INPUT Description: XSll Station Elevati:)[1 Data Sta 0 16.08 27.09 35.07 67.43 73.64 78.73 78.97 118.85 133.76 144.18 156.17 183. 3 5 203.24 234.36 261.21 281.5 Elev Sta 2.89 20.08 28.4 35.71 71.42 74.44 78.84 79.14 120.08 136.38 146.49 164.6 194.64 209. 87 236.65 272.21 286.9 3630.5 3628.2 3625.6 3623.6 3623.6 3625.6 3627.6 3627.6 3629.2 3628.8 3628 3626.6 3626.6 3628.6 3629.3 3629.4 3629.6 Manning's n Values Sta n Val Sta .06 12.36 0 Right 84.42 Bank Sta: Left 12.36 n'...lm= Elev 3629.99 3627.6 3625.19 3623.6 3623.6 3626.3 3627.59 3627.65 3629.19 3628.8 3627.6 3626.6 3626.6 3628.6 3629.28 3629.52 3629.6 num= n Val .035 83 Elev Sta 4.52 3629.6 20.25 3627.54 29.74 3624.6 41.77 3623.6 71.76 3623.93 74.8 3626.6 3627.6 78.89 3628.6 84.42 121 3629.16 138.22 3628.73 148.98 3626.79 166.17 3626.6 194.7 3626.61 232.24 3629.28 243.4 3629.3 273.17 3629.53 291.64 3629.63 5 Sta 86.6 n Val .06 Lengths: Left Channel 158.84 151.98 Sta Elev 9.15 3629.02 22.34 3626.6 31. 07 3624.19 55.6 3623.6 72.64 3624.6 75.64 3626.93 78.91 3627.6 86.6 3628.6 121.47 3629.15 141 3628.6 149.69 3626.6 171.32 3626.6 199.64 3627.6 233.33 3629.28 251.67 3629.34 280.85 3629.57 Sta 141 Right 144.84 n Val . 035 Stc. Elev 12.36 3628.6 26.24 3625.84 31.69 3623.6 3623.6 64 72.91 3625.03 78.7 3627.56 78.92 3627.61 111.19 3629.28 124.33 3629.15 143.47 3628.15 153.2 3626.6 180.35 3626.6 200.41 3627.85 233.61 3629.28 255.11 3629.35 281.13 3629.57 Sta 209. 87 Coeff Contr. .1 n Val .06 Expan. .3 CROSS SECTION RIVER: \'lash 8 REACH: 2 RS: INPUT Description: XS10 Station Elevation Elev Sta 0 3630 3628.1 11.43 15.27 3626.41 16.44 3623.6 20.64 3620.9 36.39 3620.8 3620.6 54.4 62.27 3622.3 75.34 3622.6 104.69 3623.9 114.46 3625.6 133.69 3626.9 149 . 7 6 3627.2 10 Data Sta .15 14.83 15.52 16.66 21.25 38.88 56.58 64.13 85.94 111.51 122.18 139.03 numo:= Elev 3630.02 3627.6 3625.6 3623.28 3620.78 3620.77 3620.91 3622.6 3622.6 3624.6 3626.31 3627.12 61 Sta 2.89 15.04 15.62 17.41 22.68 51.23 56.77 68.07 94.81 114.4 126.95 141.35 Elev 3629.6 3626.78 3624.8 3622.6 3620.76 3620.62 3620.98 3622.6 3622.6 3625.59 3626.6 3627.1 Manning's n Values n Val Sta Sta .06 15.12 0 nurn= n Val .035 3 Sta 126.95 n Val .06 Bank Sta: Left 15.12 Right 126.95 Lengths: Left Channel 127.39 12 5. 27 Sta 3.81 15.12 15.74 17.79 24.19 52.11 57.78 75.15 98.11 114.41 131.33 142.45 Right 122.71 Elev 3629.45 3626.6 3624.6 3622.38 3620.7 3620.6 3621.25 3622.6 3623.28 3625.6 3626.85 3627.12 Elev Sta 3628.6 8.89 15.27 3626.3 15.82 3624.5 20.11 3621.6 36.04 3620.8 54.06 3620.6 3621.6 58.48 75.25 3622.6 100.65 3623.6 114.42 3625.6 132.16 3626.85 145.36 3627.17 Coeff Contr. .1 Expan. .3 CROSS SSCTION RIVER: ;,·;ash 8 REACH: 2 RS: 9 INPUT Descript~on: XS9 Station Elevation Data num= Elev Sta Sta Elev 2.85 3624.91 0 3625.3 14.27 12.66 3623.6 3623.4 23.97 23.83 3621.63 3621.6 24."77 3621.24 25.38 3620.9 30.99 3618.76 31.3 9 3618.6 3618.6 64.56 49.85 3618.6 82.49 81 .12 3620.6 3621 89.39 89.14 3622.6 3622.6 63 Sta Elev 5.11 3624.6 14.28 3623.37 23.98 3621.6 25."7 3620.6 35.6 3618.6 69.39 3618.97 3621.6 85.83 3622.6 92.38 Sta 6.32 19.55 24.04 26.08 36.25 77.2 88.29 104.83 Pa9<:" 8 Elev 3624.48 3622.6 3621.58 3620.39 3618.6 3619.6 3622.29 3622.06 Sta 12.36 22.25 24.23 28.39 42.81 79.62 89.03 114.3 Elev 3623.65 3621.92 1621.51 3619.6 3618.6 3620. l1 3622.S7 3621.6 - - - - - - - - - rep 130.9 3&.22.14 152.96 3623.6 180.96 36?.3.95 191.25 3624.09 ~·lashBRevFloodplaiL2. 116.37 134.6 162.74 187 . 6 5 197.6 3621.6 3622.83 3623 . 72 3624 .02 3624. 11 12Q.Sil 142.78 166.4 189.21 199. 1 2 12'). 83 148.54 179.61 189.4 3621 ·i 3623. ) 3623. 3624. 0 3624. 200.91 Manning's n Values n Val Sta Sta 0 .06 12.36 r.r_l!TI= Bank Sta: Left Lengt~s: 12.36 Right 89.03 3 Sta 89.03 n Val . OJ 5 3621.6 3623.5 3623.9 3624 3624.2 132. 160. 181. 192. 07 3622.6 .;) 3623.72 62 3623 . 96 98 3624. 09 n val .06 Left Channel 117.89 124.66 Right 126.17 Coeff Contr. '1 Expan. .3 CROSS SECTION RIVER: Wash 8 REACH: 2 RS: 8 INPUT Description: XS8 Station Elevation Data num= Sta Elev Sta Elev .01 3622.5 0 3622.5 14.88 3621.6 19.74 3621.4 37.92 3619.6 39.41 3619.3 54.17 3616.87 56.31 3616.6 86.24 3616.6 95.14 3616 111.12 3615.6 112.46 3616 115.27 3617.6 120.87 3618.18 131.38 3618.88 139.24 3619.6 150.84 3620.83 156.27 3620.98 170.37 3621.24 173.76 3621.27 49 Sta .72 31.57 42.65 64.95 99.81 112.79 121.83 141.4 161.08 177.34 Elev 3622.46 3620.75 3618.6 3616.6 3615.7 3616.37 3618.2 3620.11 3621.1 3621.28 Manning's n Values n Val Sta Sta 31.57 .06 0 num= n Val .035 3 Sta 113.52 n val .06 Bank Sta: Left 31.57 Lengths: Left Channel 128.3 134.29 Right 113.52 Sta Elev 6.05 3622.29 34.25 3620.6 45.33 3618.11 67.58 3616.6 100.78 3615.6 113.52 3616.6 126.38 3618.3 143.74 3620.6 162.82 3621.1 180.48 3621.3 Right 137.25 Sta 14.45 36.48 48.36 75.27 103.52 115.07 129.11 149.3 165.91 Coeff Contr. .1 Elev 3621.6 3620.02 3617.6 3616.6 3615.6 3617.55 3618.6 3620.81 3621.18 Expan. .3 CROSS SECTION RIVER: wash 8 REACH: 2 RS: 7 INPUT Description: XS7 Station Elevation Sta Elev 3619 0 16.86 3617.6 37.83 3617.4 3617.3 49.53 63.91 3615.2 82.78 3614.3 99.48 3616 124.99 3615.99 132.41 3613.6 160.61 3613.6 164.5 3615.97 178.19 3617.98 196.94 3618.39 Data Sta 3.17 22.46 39.14 53.25 67.8 83.03 101.89 129.02 139.18 160.77 165.83 180.5 198.6 nurn= Elev 3618.71 3616.91 3617.46 3616.97 3614.6 3614.31 3615.97 3615.6 3613.6 3613.8 3616.6 3618 3618.4 62 Sta 4.54 24.19 42.82 54.97 72.56 84.05 104.53 129.71 144.33 162.14 167.71 182.08 Elev 3618.6 3616.92 3617.6 3616.6 3614.05 3614.6 3616.06 3614.88 3613.24 3614.6 3616.88 3618.14 Sta 5.18 24.99 42.98 60.59 75.31 86.03 114.66 129.95 158.31 163.62 171.98 184.55 Elev 3618.54 3616.95 3617.6 3615.97 3613.92 3614.82 3616.06 3614.6 3613.6 3615.51 3617.6 3618.31 Sta 13.37 35.27 44.03 61.95 81.75 93.47 122.49 130.21 158.81 163.77 175.09 188.8 Elev 3617.9 3617.23 3617.6 3615.6 3614.22 3615.6 3616.03 3614.37 3613.6 3615.6 3617.87 3618.32 Manning's n Values n Val Sta Sta .06 60.59 0 num= n Val .035 5 Sta 99.48 n Val .06 Sta 124.99 n Val .035 Sta 164.5 n Val .06 Bank Sta: Left 124.99 Right 164.5 Lengths: Left Channel 112.49 118.7 Right 125.25 CROSS SECTION RIVER: wash 8 REACH: 2 RS: 6 Page 9 Coeff Contr. .1 Expan. .3 - - .. - - - .. ... - .. \•.:.~shBRe·;f l INPUT Description: XS6 Station Elevatcon Sta Elev 0 3616.1 11.76 3614.6 22.43 3613.6 61.54 3613 6 78.04 3612.6 97.15 3613.6 119.31 3612.6 144.89 3612. 5 149.19 3614 .6 160.79 3615 .6 187.02 3614 .1 190.67 3612. 5 200.65 3613. 6 224.48 3615.1 238.02 3614.8 260.9 3615.6 272.58 3615.6 300.3 3616 Data num= Stil Elev 4. 6-,: 3615.76 86 Sta Elev 6.28 3615.6 19.01 l613. 6 42.4 3613.6 64.44 3613.26 90.06 3613.47 105.88 3613.6 121.19 3611.6 145.64 3612.76 151 3614.85 176.66 3615.43 188.54 3613.6 196.86 3612.6 205.47 3614.6 229.38 3614.94 250.2 3615.15 262.6 3615.6 284.6 3615.6 17.62 36.99 61.81 84.08 99.96 119.69 145.19 150.76 174.48 187.41 191.16 205.19 227.69 239.13 261.86 273.84 3613.83 3613.6 3613.57 3612.6 3613.6 3612.44 3612.6 3614.82 3615.6 3613.88 3612.6 3614.53 3614.97 3614.8 3615.6 3615.6 Manning's n Values Sta n Val Sta 0 .06 61.54 188.54 .035 250.2 num= n Val .035 . 06 Bank Sta: Left 108.94 Lengths: Left Channel 109.52 118.87 Right 147.76 7 Sta 90.92 n Val .06 l)Odplain2. rep Sta 6.53 L9.89 44.3 Elev 3615.6 s Ele\r 7. 3615.47 3613.6 65.13 90.92 108.94 128.7 147.76 156.5 178.2 188.78 197.06 212.7 233.86 253.83 269.68 288.31 3613.6 3613.6 3611.6 3613.6 3615.5 3615.29 3613.48 3612.69 3614.6 3614.85 3615.3 3615.6 3615.6 a 5 20. 3 55. 6 70 .7 92 .7 116.59 142.33 148.93 157. 31 185.39 190.19 197.37 222.71 234.84 259.58 270.18 288.64 Sta 108.94 n Val .035 Sta 147.76 Right 125.84 3613.6 3613.6 3613.2 Coeff Contr. .1 3613.6 3612.6 3613.6 3612.9 3611.6 3614.39 3615.6 3614.6 3612.6 3612.79 3615.09 3614.82 3615.6 3615.6 3615.6 n Val .06 Expan. .3 CROSS SECTION RIVER: Wash B REACH: 2 RS: 5 INPUT Description: XS5 Station Elevation Elev Sta 0 3615.5 42.15 3613.5 58.6 3611.7 94.77 3611.6 122.91 3609.6 151.7 3610.6 162.06 3613.1 162.7 3613.1 172.83 3610.9 184.57 3609.6 199.41 3610.6 206.99 3612.6 227.69 3611 232.62 3609.6 248.93 3610.6 269.43 3612.4 283.06 3613.6 294.19 3613.6 349.46 3614.3 361.38 3614.2 400.8 3614.5 Data Sta 3.72 46.27 58.89 94.95 124.02 153.51 162.09 163.17 174.84 196.11 201.13 218.74 228.77 240.36 252.5 271.79 284.92 304.08 352.47 383.88 num: Elev 3615.29 3612.6 3611.66 3611.6 3609.6 3611.48 3613.1 3613.03 3610.6 3609.6 3610.98 3612.6 3610.6 3609.6 3610.6 3612.6 3613.6 3613.6 3614.24 3614.27 101 Sta 15.39 52.05 62.76 98.5 136.64 153.57 162.1 168.88 175.55 196.19 201.59 220.6 229.16 240.46 252.67 277.85 288.17 308.25 355.74 397.48 Elev 3614.6 3611.93 3611.77 3611.33 3609.6 3611.6 3613.1 3612.6 3610.56 3609.6 3611.09 3612.6 3610.35 3609.6 3610.6 3613.35 3613.6 3613.6 3614.24 3614.43 Sta 24.57 54.51 63.64 108.57 149.26 153.59 162.12 169.76 175.87 196.24 203.46 221.71 231.95 243.92 254.21 280.03 288.71 319.45 356.99 398.94 Elev 3614.25 3611.77 3611.77 3610.6 3609.6 3611.61 3613.1 3612.45 3610.52 3609.6 3611.6 3612.41 3609.6 3610.46 3610.69 3613.6 3613.6 3613.6 3614.24 3614.44 Sta 41.48 57.01 78.18 119.62 149.91 157.17 162.18 172.09 182.87 196.44 204.45 225.79 232.26 244.93 260.78 281.27 292.61 347.09 361.05 400.2 Elev 3613.6 3611.72 3611.6 3609.9: 3609.99 3612.6 3613.09 3611.6 3609.89 3609.66 3611.84 3611.6 3609.6 3610.6 3611.6 3613.6 3613.6 3614.23 3614.25 3614.45 Manning's n Values Sta n Val Sta .06 42.15 0 num= n Val .035 5 Sta 157.17 n Val .045 Sta 168.88 n Val . 035 S:.a 280.03 n Val .06 Bank Sta: Left 46.27 Lengths: Left Channel 144.72 149.86 Right 157.17 R1ght 155.12 CROSS SECTION RIVER: Wash 8 REACH: 2 RS: 4 INPUT Description: XS4 PCF,.:a 0 3637.1 2.39 9.85 3635.6 10.0! 21.86 22.01 3632.6 52.95 3631.2 57.55 65.31 3628.6 67.88 73.67 75.27 3629.6 77.3 3632 73.9 85.46 3634.4 85.94 95.3 5 3635.4 95.46 97.82 99.16 3635.7 num= Elev 3636.77 3635.55 3632.6 3630.6 3628.6 3630.44 3632.6 3634.54 3635.47 3635.79 49 Sta 2. 97 12.09 30.03 59.02 68.35 75.46 80.41 86. 12 95. 66 108. 23 Manning's n 1/a1 ues Sta n Val Sta 52.95 0 .06 num= n Val .035 S~a. Elev 3636.69 3634.6 3631.95 3630.06 3628.6 3630.6 3633.24 3634.6 3635.5 3636.6 Sta 3.45 12.68 44.77 60.01 71. 53 75.6 82.73 87.04 96.22 114 .16 3 75.27 n Val .06 Page 15 Elev 3636.6 3634.29 3631.6 3629.6 3628.6 3630.76 3633.6 3634.69 3635.54 3637.08 Sta 9.38 14.05 49.88 62.44 72.17 76.38 83.91 94.18 96.84 Elev 3635.66 3633.6 3631.6 3629.16 3629.22 3631.6 3633.97 3635.29 3635.6 - .. - - Si'\Lk Sta: CRr,SS ... .. - - - - Right 52.95 75.27 Leng~hs: r,..;ashBRevFloodpla: :12. rep Right C0eff Contr. 150.87 134.9 .1 Left Channel 157.22 Expan. .3 S~CTION RI'IER: ':lash RE,\CH: c RS: 2 INPUT Description: XS2 Station Elevation Data Sta 0 6.7 17.73 23.95 26.69 32.23 .. - Left 52.03 54.15 58.53 nurn= Elev Sta .8 3633.6 8.02 3633.54 17.94 3633.01 24.86 3630.6 26.7 3628.6 43.3 3626.6 52.19 3628.49 Elev 3633.6 3633.6 3633 3631.6 3628.6 3626.6 3628.3 3630.1 3632.4 Manning's n Values Sta n Val 0 .06 Bank Sta: Left 26.7 54.71 3630.6 59.27 3632.6 Sta 26.7 num= n Val .035 Right 52.3 45 Sta Elev 1. 98 3633.6 8.39 3633.54 22.65 3632.6 25.47 3630 29.08 3627.6 49.56 3626.6 3628.6 52.3 55.26 3630.91 76.58 3632.6 3 Sta 52.3 Sta 2.64 8.68 23.81 25.64 30.46 51.14 53.37 56.2 81.09 Elev 3633.64 3633.53 3631.68 3629.6 3626.9 3627.33 3629.22 3631.6 3632.6 Elev Sta 3633.6 5.08 9.72 3633.47 3631.6 23.92 25.74 3629.39 30.92 3626.86 51.43 3627.6 3629.6 53-75 57.13 3631.99 83.37 3632.6 n Val .06 Lengths: Left Channel 127.38 122.54 Right 118.47 Coeff Contr. .1 Expan. .3 CROSS SECTION RIVER: Tflash REACH: 1 c RS: 1 INPUT Description: XS1 Station Elevation Data Sta E1ev Sta 0 3632.6 2.08 12.65 3630.1 15.13 23.17 3627.6 23.27 26.29 3625.6 26.3 36.4 3624.7 40.5 49.6 3626.6 51.7 56.35 3628.6 57.63 64.3 3630.5 64.39 82.93 3632.4 84.34 num= Elev 3632.16 3629.6 3627.5 3625.6 3624.97 3627.54 3628.6 3630.6 3632.53 43 Sta 5. 87 18.05 23.72 31.71 45.1 51.83 59.28 68.7 85.36 Elev 3631.6 3628.65 3627.03 3624.67 3625.4 3627.6 3629.05 3631.31 3632.6 Manning's n Values n Val Sta Sta 0 .06 24.45 nuro= n val .035 3 Sta 49.6 n Val .06 Bank Sta: Left 24.45 Right 49.6 Lengths: Left Channel 142.96 125.01 Sta 8.8 18.25 24.08 34.22 47 54.27 60.22 69.65 Elev 3631.02 3628.6 3626.78 3624.68 3625.6 3628.16 3629.19 3631.45 Right 160. 67 Elev Sta 9. 75 3630.6 22.39 3627.76 24.45 3626.6 35.7 3624.69 47.72 3625.85 55.79 3628.6 61.57 3629.6 70.69 3631.6 Coeff Contr. .1 Expan. .3 SUMMARY OF MANNING'S N VALUES River wash B Reach 1 1 1 1 1 1 1 1 1 1 1 1 2 River Sta. 23 22 21 20 19 18 17 16 15 14 13 12 11 n1 n3 n2 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 06 .02 .035 . 035 .035 .02 .02 .02 .02 .02 .02 .035 .035 .035 Page 16 n4 .06 .06 .06 .06 .06 . 03 5 .035 .035 .035 .02 .06 .06 .06 n5 .02 .02 .02 .035 .035 .06 .06 .06 .06 .035 n7 n6 .06 .06 .06 .06 06 .02 - - - - - - 2 2 2 2 2 2 2 2 2 2 2 ':JashBRe·.rFl oodplai n2 . rep .06 .035 .06 .06 .035 .06 .06 .035 .06 .06 .035 .06 .06 .035 .06 .06 .045 .035 .06 . 03 5 .06 .06 .06 .035 .06 .035 .045 .06 .035 .06 .06 .035 .06 10 9 8 7 6 5 4 3 2 1 0 .035 .06 .06 .06 .06 .06 . 035 .06 .035 . 035 .035 .035 .06 .035 River:Wash C Reach River Sta. 1 1 1 1 1 1 1 1 1 1 nl 10 9 8 7 6 5 4 3 2 1 n2 .06 .06 .06 .06 .06 .06 -06 .06 .06 .06 n3 .035 .035 .035 . 035 .035 .035 .035 .035 .035 .035 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 SUMMARY OF REACH LENGTHS River: Wash B River Sta. Reach 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 River: wash Reach 1 1 1 1 1 1 1 1 1 1 Left 157.36 170.48 211.53 191.38 136.48 110.58 151.97 169.66 168.25 104.84 108.65 168.75 158.84 127.39 117. 89 128.3 112.49 109.52 144.72 123.94 141.32 139.23 221.98 Channel 176.55 177.27 207.99 184.99 129.08 111.06 156.01 169.47 161.55 109.97 114.16 154 151.98 125.27 124.66 134.29 118.7 118.87 149.86 110.73 13 5. 43 146.5 180.43 Right 196.52 184.43 204.28 179 120.77 111.61 162.88 167.35 156.83 121.03 109.04 149.57 144.84 122.71 126.17 137.25 125.25 125.84 155.12 100.1 124.65 166.81 102.77 c River Sta. 10 9 8 7 6 5 4 3 2 1 Left 193 .93 170. 96 157.66 150.57 130.09 153 .03 13-1. 36 1S7 .22 127 .38 12 s . 01 Channel 193 .16 154. 16 186. 52 191 .51 130 .14 144 .35 150. 52 150. 87 122 .54 142 .96 Page 17 n5 n4 Right 192.64 141.35 211.94 153.55 130.27 134.7 5 157.85 134.9 118.47 160.67 .035 .06 . 03 ') .06 .035 .06 .06 - - - - - - ·~JashBRevFloodpl SUMMARY OF CONTRACTION River: Wash B Reach 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 AND !~XPANSION River Sta. COEF:='ICIENTS Contr. Expan . .1 .l .l .l .l .l .l .l .l .l .l .1 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 Contr. Expan. 10 9 8 .l .l 7 .l 6 5 4 3 2 1 .l .l .l .l .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 .1 .l .1 .l .1 7 .l 6 5 4 3 2 1 0 .1 .l .1 .l .l .l River: Wash C Reach 1 1 1 1 1 1 l 1 1 1 River Sta. .1 .1 .1 - .. - Page 18 ain2. rep