r r r r r r r r r r r r r r r r r r r APPENDIX B DISCHARGE TABLE MANNING'S COMPUTATION HEC-2 OUTPUT .. - UPSTREAM POINT# - - .. ... - lt8:1h2 CEOA9502JPO ,.. DRAINAGE AREA POINT # Q, 00 (cfs) DRAINAGE AREA (acres) (acres) - .. Q, 00 (cfs) DOWNSTREAM 1 105 39.5 18 31 7 2 3,302 2,330 19 60 17 3 544 154 20 83 23 4 226 72 21 16 4 5 33 8 22 188 72 5.5 22 5 23 110 35 6 1,353 630 24 128 45 6.5 29 7 25 45 12 7 1,454 753 26 30 8 7.5 29 7 27 62 19 8 452 184 28 25 6 8.1 51 12 29 2,923 1,700 8.2 39 9 30 18 4 9 87 22 31 93 24 10 2,480 1,670 32 16 4 11 182 45 33 399 174 12 348 135 34 3,373 2,563 13 32 8 35 12 3 14 32 8 36 33 10 15 465 218 37 18 5 16 90 29 38 67 19 17 2,516 1,720 39 108 42 - - JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-14-1996 CROSS SECTION #1 STATION STATION STATION STATION STATION STATION STATION STATION - 0.00 22.00 31.00 38.00 43.00 53.00 58.00 70.00 - ... ... cAoo ' I08c{s S· 1.25'/. "" - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.039 Channel Slope 0.0125 ft/ft W.S. Elevation 3608.73 ft Area 28.02 sq.ft Perimeter 32.43 ft Near Bank 24.39 ft Far Bank 56.67 ft Discharge 108.17 cfs Velocity 3.86 fps - ... 3610.00 3609.00 3608.00 3607.40 3607.40 3608.00 3609.00 3610.00 RESULTS - ... ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION "'S'T1-i = I.~' ·leL. ~ 3 q ~fs 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.020 0.045 0.045 0.045 ... .. .. .. .. ,.. - - .. ,jk.:,H ,. A" JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-14-1996 CROSS SECTION #2 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 12.00 20.00 25.00 35.00 41.00 44.00 70.00 75.00 80.00 85.00 95.00 113.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3614.00 3613.00 3612.00 3611.00 3611.00 3612.00 3613.00 3613.00 3612.00 3611. so 3612.00 3613.00 3614.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.032 0.045 0.045 0.045 0.045 0.040 0.040 0.045 0.045 RESULTS Equivalent Manning's 'n' 0.037 Channel Slope 0.0455 ft/ft W.S. Elevation 3611.99 ft Area 17.82 sq.ft Perimeter 31.05 ft Near Bank 20.03 ft Far Bank 84.94 ft Discharge 105.25 cfs Velocity 5.91 fps - 3iol4 .. .. - \ '.------/ '"' Q., 0 c ~ IDS cts. 4.55•/. s, ocJ:>'!H ~ 1.o ~EL. .,_ ' s.9.fP'O> !"" . ... 28AUG96 09:53:09 PAGE THIS RUN EXECUTEO 28AUG96 ************************************* HEC-2 WATER SURFACE PROFILES 09:53:09 Version 4.6.2; May 1991 ..................................... ... .. . . T1 T2 T3 T4 TS T6 NEW TUCSON UNIT #30 EXISTING CONDITIONS SUPERCRITICAL FLOODPLAIN ANALYSIS WASH 11 811 ICON JOB No. GEDA9502 PREPARED BY RKB AUGUST 14, 1996 REVISED: AUGUST 27, 1996 FILE: WASH_B.DAT J1 0 0 0 -1 0 0 3302 3660 J1 !CHECK 0 J2 J3 !"' . ... 0 IDIR STRT 0 METRIC -1 !PLOT PRFVS XSECV XSECH 0 0 -1 0 0 HVINS 0 0 FN ALLDC 0 Q WSEL 1651 3659 IBW 0 FQ CHNIM 0 !TRACE 15 0 VARIABLE CODES FOR SUMMARY PRINTOUT NC NH NH X1 GR GR NC !"' ! NINV NPROF 38 .. INQ .045 5 223 14 3668 3665 .045 43 26 68 53 4 8 54 39 .045 .045 .02 110 • 100 .032 .300 130 .016 208 .032 210 .045 8 100 210 130 3666 3666 210 110 213 102 3665 3668 110 130 223 105 3664 170 3664 208 .045 .020 NC X1 GR GR GR GR .048 13 3664.7 3664.2 3664 3662 .048 18 100 156 234 280 .032 248 3664 3664 3663 3663 317 125 180 248 317 119 3663.1 3663.5 3662 3664_7 118 128 186 254 335 118 3663.1 3663.5 3661.4 133 200 259 3664 3664 3661.4 135 212 263 X1 GR GR GR GR GR 12 3661.9 3660.4 3661 3658.8 3662 21 100 227 263 297 355 277 3661 3660_4 3661.1 3658_8 330 153 232 270 306 96 3660.5 3660.7 3661 3659 89 174 243 277 315 94 3660.5 3660.5 3660 3660 183 250 280 321 3660.8 3660.5 3659 3661 207 255 289 330 .. 28AUG96 ... ... .. ... ... ... 09:53:09 PAGE X1 GR GR GR GR 11 3660 3659.1 3656.7 3658 19 100 180 242 279 206 3659 3659 3657 3659 282 122 206 255 282 223 3658.5 3658 3658 3660 225 138 211 260 289 223 3658.5 3657.2 3657 3660.4 147 219 265 335 3659 3657 3657 155 236 278 X1 GR GR GR GR GR GR 10 3655.5 3655 3651.4 3653 3655 3652.8 30 48 200 250 284 305 358 218 3654 3654 3652 3652.8 3655 3653 260 110 213 256 288 317 362 247 3653 3653 3653 3652.8 3654 3654 251 155 218 260 290 329 364 249 3653 3652 3654 3653 3653 3655 165 230 268 294 350 365 3654 3651.4 3654 3654 3652.8 3655.4 190 236 281 295 355 374 X1 GR GR GR GR GR GR GR 9 3650 3649 3646 3646 3648 3648.2 3647.2 34 100 228 250 292 331 400 443 286 3649 3648 3649 3645.5 3649 3649 3648 327 153 232 255 300 342 405 446 240 3648.4 3647 3649 3645.5 3649.8 3649 3649 245 188 238 275 310 360 422 458 241 3648.4 3646.7 3648 3646 3649 3648 3650 198 243 280 317 385 435 480 3649 3647 3647 3647 3648.2 3647.2 210 248 286 327 395 439 X1 GR GR GR 8 3644 3640.1 3642 15 100 255 320 230 3643 3640.1 3641.4 283 160 278 325 348 3642 3641 3642 333 200 280 329 338 3642 3642 3643 230 283 335 3641 3643 3644 250 309 400 X1 GR GR GR GR 7 3638 3634.2 3633 3638 16 100 200 255 370 165 3637 3635 3634 268 138 215 260 350 3636 3634 3635 370 152 220 268 362 3635 3633 3636 165 242 272 3634.2 3632.8 3637 177 245 280 X1 GR GR GR GR GR GR 6 3630.3 3626 3628 3624 3629 3627 30 100 160 180 220 242 290 150 3630 3625.1 3628 3625 3629 3628 235 115 164 195 225 270 293 205 3629 3625.1 3625 3626 3628 3629 190 125 169 203 234 274 295 200 3628 3626 3624 3627 3627 3630 142 174 207 235 278 300 3627 3627 3623.7 3628 3626.3 3630.7 150 177 212 240 284 320 X1 X2 GR GR GR GR GR 5 3378 3626 3620 3624 3621.5 3625.6 21 134 174 346 325 330 95 134 179 221 260 3624 3619.5 3625 3622 108 142 190 231 3623 3619.5 3624 3623 110 149 200 235 3622 3620 3623 3624 112 161 201 240 3621 3620 3622 3625 132 174 205 244 2 .. - - .. .. ... ,. ... ,. ... 28AUG96 PAGE 09:53:09 X1 GR GR GR GR GR 4 3620 3615 3613 3616 3619 22 90 128 176 195 245 160 3619 3614 3612.9 3617 3619.5 187 100 135 180 204 270 360 3618 3614 3613 3616.5 404 113 146 185 215 380 3617 3614.9 3614 3617 118 151 187 222 3616 3614 3615 3618 122 160 189 230 X1 GR GR GR GR GR GR 3 3612 3609.2 3606.5 3606.5 3606.5 3611 27 100 165 233 280 322 366 195 3611 3609 3609 3607 3607 3611.5 332 128 180 240 285 326 412 259 3610 3608 3609 3608 3608 312 132 195 262 290 332 265 3609 3607 3608 3610 3609 142 210 270 302 342 3609 3606.5 3607 3607 3610 150 215 275 318 353 X1 GR GR GR GR GR GR GR 2 3607 3602 3605 3603.4 3606 3602 3605 33 100 145 188 227 272 321 350 138 3606 3602 3605.7 3604 3605 3601.6 3606 185 105 162 199 238 290 327 370 250 3605 3601.5 3605 3605 3604 3602 3607 250 112 175 207 242 294 332 440 250 3604 3602 3604 3606 3603.5 3603 115 183 211 248 300 335 3603 3603 3603.4 3606.2 3604.3 3604 138 185 221 260 310 339 X1 GR GR GR GR GR 1 3602 3597.1 3600 3598 3600 23 93 139 222 335 375 130 3601 3597 3600 3598 3601 165 100 161 288 345 390 0 3600 3598 3599 3597.5 3602 0 111 165 310 356 405 0 3599 3598 3598 3598 123 168 320 364 3598 3599 3597.5 3599 130 171 328 370 3 ,.. 28AUG96 ... SECNO Q TIME SLOPE 09:53:09 DEPTH QLOB VLOB XLOBL PAGE CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL CCHV= .100 CEHV= .300 1490 NH CARD USEO •sECNO 14.000 3720 CRITICAL DEPTH ASSUMED 14.000 3666.61 2.61 1651.0 59.5 1584.7 .00 2.58 8.44 .002843 0. o. 3666.61 6.8 1.60 0. 3659.00 23.1 .032 0 FLOW DISTRIBUTION FOR SECNO= 14.00 EG ACH XNCH HV AROB XNR ICONT roc HL VOL WTN CORAR L-BANK ELEV R-BANK ELEV SSTA ENOST CLOSS TWA ELM IN TOPWID *PROF 1 0 ,.. ... ... ... ... ... ... ... ...' ,.. ,.. .. . STA= 107. PER Q= AREA= VEL= DEPTH= 130. 110.0 .9 .8 .3 3.6 22.2 2.7 1.1 CWSEL= 210. 96.0 187.7 8.4 2.3 3667.68 187.7 .017 55 213. .4 3.3 1.8 1.1 1.07 4.3 .045 0 .00 .0 .000 .00 .00 .0 3664.00 109.09 3665.00 3665.00 106.96 216.04 .18 .3 3661.40 123.65 3663.00 3663.00 125.60 325.68 3666.61 216 • _o .9 .8 .3 •sECNO 13.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 13.000 1651.0 .00 .046949 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.42 59.1 3.68 102. 3663.82 1578.8 13.97 105. FLOW DISTRIBUTION FOR SECNO= 3664.73 13- 1 3.69 110. 13.00 .oo 16.0 .048 5 KRATIO = 4.06 3666.72 113.1 .032 11 CWSEL= 2.91 3.6 .048 0 .77 .4 .000 .00 3663.82 317. 326. STA= 126. 128. 200. 208. 248. 133. 135. 186. .8 PER Q= 95.6 .1 .8 1.1 1.2 -2 -1 -1 3.6 AREA= 4.5 4.7 .9 3.6 .6 .6 1.2 113- 1 14.0 3.7 5.4 2.0 3.1 3.7 2.0 VEL= 3.3 3.2 .4 1.6 DEPTH= .4 .7 .4 .0 .3 .1 -2 4 .... .... ... .. ... ... ... 28AUG96 SECNO Q TIME SLOPE PAGE 09:53:09 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH ... ... ... WSELK ALOB XNL !TRIAL EG ACH XNCH ICC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENDST *SECNO 12.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 12.000 1651.0 .01 .019250 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2. 74 447.5 3.83 119. 3661.54 1196.9 10.61 118. FLOW DISTRIBUTION FOR SECNO= ... CRIWS QROB VROB XLOBR 3661.97 6.6 1.80 118. 12.00 .00 116.7 .048 5 KRATIO = 3662.87 112.8 .032 11 CWSEL= 1.33 3.7 .048 0 .64 3.38 .9 .000 .00 .47 .8 3658.80 222.57 3661.00 3661.00 121.01 343.58 3661.54 STA= 121. 174. 207. 227. 243. 255. 277. 330. 344. PER Q= 4.7 7.7 4.7 4.5 3.0 72.5 .4 2.5 AREA= 25.3 30.8 18.9 16.6 11.8 13.3 112.8 3.7 VEL= 4.1 4.1 3.0 4.4 4.3 3.2 10.6 1.8 DEPTH= .5 .9 .9 1.0 1.0 .6 2.1 .3 *SECNO 11.000 11.000 1651.0 .01 .021604 2.54 72.5 2.54 96. 3659.24 1578.3 10.60 94. FLOW DISTRIBUTION FOR SECNO= 3659.77 .2 1.09 89. 11.00 .00 28.5 .048 6 3660.91 148.9 .032 8 CWSEL= 1.67 .2 .048 0 1.92 1.4 .000 .00 .03 1.2 3656.70 166.88 3659.00 3659.00 116.78 283.66 3659.24 STA= 117. 122. 138. 147. 155. 180. 206. 282 • 284. PER Q= •0 1.3 1.5 .7 .4 .4 95.6 .o AREA= .6 7.8 6.6 3.9 4.7 4.9 148.9 .2 VEL= 1.1 2.8 3. 7 2.8 1.1 1. 5 1.5 10.6 DEPTH= •1 .5 .7 .5 .2 .2 2.0 .1 *SECNO 10.000 3265 DIVIDED FLOW ... ... .. ... - 10.000 1651.0 .01 .023460 2.78 243.4 3.88 223. 3654.18 1161.2 12.22 223. 3654.71 246.4 4.54 225. .00 62.7 .048 6 3655.89 95.0 .032 11 1 . 71 54.3 .048 0 5.02 2.4 .000 .00 .00 2.1 3651.40 211.65 3653.00 3653.00 103.07 364.17 5 . . . . . . . . . ... ... . ... . - - 28AUG96 SECNO Q TIME SLOPE PAGE D9:53:D9 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH FLOW DISTRIBUTION FOR SECNO• CR!WS QROB VROB XLOBR WSELK ALOB XNL !TRIAL 1D.DD EG ACH XNCH !DC CWSEL• HV AROB XNR ICONT HL VOL WTN CORAR L-BANK ELEV R-BANK ELEV SSTA ENDST OLOSS TWA ELM IN TOPW!D 3654.18 358. 364. STA• 1D3. 155. 165. 19D. 218. 260. 35D. 288. PER Q• 3.6 2.D 6.6 3.7 3.7 .7 7D.3 3.5 5.9 1D.4 6.4 3.7 95.D 14.6 22.8 AREA• 3D.6 11.7 16.7 5 .1 4.3 5. 7 VEL• 3.6 5.3 3.6 3.3 12.2 3.9 .4 1.3 1.D DEPTH• .6 1. 2 .7 .1 2.3 .5 *SECNO 9.DOD 3265 DIVIDED FLOW 9.DDD 1651.0 .D2 •D19539 3.10 231.5 5.D6 247 • 3648.60 132D.1 12.3D 249. FLOW DISTRIBUTION FOR SECNO• STA• 176 • PER Q= AREA• VEL• DEPTH• 243. 5.5 19.6 4.6 .3 9.DD 248. 3.3 8.7 6.3 1. 7 .DD 45.7 .D48 6 3649.36 99.4 3.69 251. CWSEL• 254. 3.3 9.8 5.5 1.6 3650.55 107.3 .D32 11 286. 1.9 7.5 4.3 .2 5.32 3.5 .DDD .DD .D2 3.2 3645.5D 149.48 3647 .DD 3647.DD 176.34 453.2D 5.58 4.5 .DDD .DD .D2 4.D 364D.1D 162.54 3642.DD 3642.DD 166.D1 334.1D 3648.6D 327. 8D.D 1D7.3 12.3 2.6 1.95 27.D .D48 D 439. 3.2 16.2 3.2 •1 453. 2.9 1D.8 4.4 .8 *SECNO 8.DDD 3265 DIVIDED FLOW 8.DDD 1651.D .D3 •D27844 2.75 16D.3 4.D1 24D • 3642.85 1387.1 12.57 241. FLOW DISTRIBUTION FOR SECNO• 3643.55 1D3.6 4.DD 245. 8.DD .DD 39.9 .D48 7 3644.95 110.4 .D32 8 CWSEL• 2.1D 25.9 .D48 D 3642.85 334. STA• 166. 2DD. 23D. 3D5. 283. 32D. 325. 329. PER Q• 2.6 7.2 84.D 1.7 .7 2.0 1.6 .4 AREA• 14.4 25.5 11D.4 9.4 4.D 5.7 4.6 2.2 VEL• 2.9 4.6 12.6 2.9 2.9 5.6 5.6 2.9 DEPTH• .4 .8 2.1 .4 .3 1•1 1. 1 .4 6 ... ... 28AUG96 SECNO Q TIME SLOPE PAGE 09:53:09 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CR!WS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR !CONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPW!D L·BANK ELEV R·BANK ELEV SSTA ENDST *SECNO 7.000 ... ... ... ... ... .. ... - - 3301 HV CHANGED MORE THAN HVINS 7.000 1651.0 .04 • 018849 2.93 7.5 2.17 348. 3635.73 1641.2 9.18 338. FLOW DISTRIBUTION FOR SECNO= 3636.00 2.3 2.13 333 • 7.00 .00 3.5 .048 4 3637.03 178.7 .032 11 CWSEL= 1.30 1. 1 .048 0 7.68 5.9 .000 .00 .24 5. 1 3632.80 115.41 3635.00 3635.00 155.51 270.92 1.98 10.7 .048 0 7.54 7.3 .000 .07 6.0 3623.70 87.70 3627.00 3627.00 146.46 291.33 3635.73 STA= 156. 165. 268. 271. PER Q= .5 99.4 •1 AREA= 3.5 178.7 1. 1 VEL= 2.2 9.2 2.1 DEPTH= .4 1.7 .4 *SECNO 6.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HV!NS 6.00D 1651.0 .as .023121 3. 75 1.3 1. 71 350. 3627.45 1609.5 11.42 362. FLOW DISTRIBUTION FOR SECNO= 3628.11 40.2 3.76 370. 6.00 .00 .8 .048 5 3629.43 140.9 .032 14 CWSEL= 3627.45 STA= 146. 150. 235. 237. 278. 284. 290. 291. PER Q= .1 97.5 •1 .0 1. 2 1.2 .0 AREA= .8 140.9 .5 .4 4.8 4.8 .3 VEL= 11.4 1.7 1.7 4.0 1.7 1.7 4.0 DEPTH= .2 2.1 .2 .0 .8 .8 .2 *SECNO 5.000 .oo 7 ,.. "" 28AUG96 "" SECNO Q TIME SLOPE 3265 DIVIDED "" 3302 ~ARNING: 5.000 3378.0 .as "" "" - - - - - - .012184 FL~ PAGE 09:53:09 OEPTH QLOB VLOB XLOBL C~SEL CR!~S ~SELK QCH VCH XLCH QROB VROB XLOBR ALOB XNL !TRIAL EG ACH XNCH !OC HV AROB XNR !CONT HL VOL CLOSS ~TN ELM IN CORAR TOP~!O T~A L·BANK ELEV R·BANK ELEV SSTA ENOST FL~ CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 4.69 430.4 6.51 205. 3624.19 2425.5 13.77 200. O!STRIBUT!ON FOR SECNO= 3624.74 522.1 5.64 190. 5.00 .00 66.1 .048 5 KRAT!O = 3626.46 176.2 .032 11 C~SEL= 2.27 92.6 .048 0 .35 2.93 8.4 .000 .00 .03 6.4 3619.50 117.04 3620.00 3620.00 106.75 240.77 5.38 10.7 .000 .00 . 12 7.3 3612.90 110.39 3614.00 3614.00 115.54 225.93 3624.19 241. STA= 132. 134. 174. 221. 107. 231. PER Q= 11. 1 1. 7 71.8 9.8 4.5 1.2 AREA= 58.7 7.4 57.9 24.4 10.3 176.2 VEL= 6.4 7.6 13.8 5.7 6.2 4.0 DEPTH= 3.7 4.4 1.1 2.3 1.2 2.4 *SECNO 4.000 3301 HV CHANGED MORE THAN HV!NS 4.000 3378.0 .06 .022391 FL~ 4.59 1127.0 9.51 346. 3617.49 2017.5 17.90 330. DISTRIBUTION FOR SECNO= 3618.59 233.5 5.67 325. 4.00 .00 118.4 .048 7 3620.97 112.7 .032 11 C~SEL= 3.47 41.2 .048 0 3617.49 STA= 187. 226. 116. 128. 135. 146. 151. 160. 195. PER Q= 3.1 5.9 4.3 59.7 4.2 2.8 12.1 7.9 AREA= 20.9 17.9 23.2 16.5 38.4 15.2 27.4 112.7 VEL= 6.4 9.6 17.9 7.8 4.0 10.7 9.6 9.7 DEPTH= 1.3 3.0 3.0 4.2 2.2 .8 3.0 3.5 *SECNO 3.000 8 .. -.. 28AUG96 SECNO Q TIME SLOPE PAGE 09:53:09 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV ARCS XNR ICDNT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENDST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS ... .. .. 3.000 3378.0 .07 • 024524 .. 1.90 15.8 .048 0 3611.66 268.9 .032 12 CWSEL= 8.83 13.3 .000 .00 .47 8.7 3606.50 213.35 3608.00 3608.00 134.37 350.40 3609.76 3265 DIVIDED FLOW .. - 3.00 .00 47.9 .048 5 *SECNO 2.000 2.000 3378.0 .08 •011855 .. .. .. 3610.32 79.5 5.02 404. STA= 134. 142. 150. 165. 180. 195. 332. 342. 350. PER Q= .2 .7 1.1 1.1 3.2 91.3 2.1 .2 AREA= 2.9 6.1 12.6 10.0 10.0 19.0 268.9 3.2 4.0 VEL= 2.5 3.7 3.7 5. 7 11.5 5.6 2.5 DEPTH= .4 .8 1.3 2.0 1.3 .4 .7 .7 3302 WARNING: ... 3609.76 3085.7 11.48 380 • FLOW DISTRIBUTION FOR SECNO= .. - 3.26 212.8 4.44 360. CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 4.07 271.2 5.24 259. 3605.57 1979.6 11.n 265 • FLOW DISTRIBUTION FOR SECNO= 3605.84 1127.3 5.49 312. 2.00 .00 51.7 .048 3 KRATIO = 3607.02 168.2 .032 11 CWSEL= 1.45 205.2 .048 0 • 70 4.50 15.7 .000 .00 • 13 10. 1 3601.50 214.90 3603.00 3603.00 108.07 361.24 3605.57 STA= 108. 138. 339. 361. 185. 221. 238. 310. 321. 327. 332. PER Q= 8.0 58.6 4.0 4.7 5.4 3.2 1.3 5.3 5.0 4.5 AREA= 17.4 14.8 51.7 168.2 39.8 22.6 18.8 31.8 33.5 26.5 3.1 VEL= 5.2 11.8 8.1 6.1 4.2 8.1 5.3 4.2 6.0 DEPTH= .7 1.7 3.6 2.4 3.8 2.5 3.8 .9 2.0 .6 9 ,.. ... ... .. 28AUG96 SECNO Q TIME SLOPE ... .. . .. ... ,.. . .. CIISEL QCH VCH XLCH CRJ~S ~SELK QROB VROB XLOBR ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR JCONT HL VOL CLOSS ~TN ELM IN CORAR TOP~JO T~A L·BANK ELEV R·BANK ELEV SSTA ENOST 3301 HV CHANGED MORE THAN HVINS ~ARNJNG: 1.000 3378.0 .08 •027504 FL~ .. DEPTH QLOB VLOB XLOBL *SECNO 1. 000 3302 ,.. PAGE 09:53:09 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3.24 127.1 5.96 250 • 3600.24 1684.0 16.00 250. OISTRIBUTJON FOR SECNO= 3600.99 1567.0 7.11 250. 1.00 .00 21.3 .048 6 KRATIO = 1.52 3602.61 105.3 .032 8 C~SEL= 2.37 220.4 .048 0 4.32 17.9 .000 .oo .09 11 .5 3597.00 270.18 3598.00 3598.00 108.38 378.57 3600.24 STA= 108. 130. 165. 222. 320. 345. 356. 364. 379. 328. 335. PER Q= 49.9 7.5 6.7 7.6 5.5 2.7 3.8 5.5 4.9 5.8 49.6 AREA= 21.3 105.3 49.3 19.9 17.4 27.4 19.9 14.5 22.4 VEL= 6.0 4.6 9.4 6.4 5.1 16.0 9.4 9.4 9.4 8.8 DEPTH= .9 1.0 .5 2.5 2.5 1.0 3.0 2.2 2.5 2.5 10 !"" .. 28AUG96 ... PAGE 09:53:09 THIS RUN EXECUTED 28AUG96 ************************************* HEC·2 WATER SURFACE PROFILES . Version 4.6.2; May 1991 ************************************* NOTE· ASTERISK (*) AT LEFT OF CROSS·SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ... .. .. .. WASH SECNO SSTA ENDST 109.09 106.96 216.04 .00 2.42 123.65 125.60 325.68 105.00 1.28 2.74 222.57 121.01 343.58 118.00 10.60 1.33 2.54 166.88 116.78 283.66 94.00 3654.18 12.22 1.43 2.78 211.65 103.07 364.17 223.00 1651.00 3648.60 12.30 1.34 3.10 149.48 176.34 453.20 249.00 8.000 1651.00 3642.85 12.57 1.53 2. 75 162.54 166.01 334.10 241.00 7.000 1651.00 3635.73 9.18 1.23 2.93 115.41 155.51 270.92 338.00 6.000 1651.00 3627.45' 11.42 1.56 3.75 87.70 146.46 291.33 362.00 5.000 3378.00 3624.19 13.n 1 . 16 4.69 117.04 106.75 24o.n 200.00 4,000 3378.00 3617.49 17.90 1.54 4.59 110.39 115.54 225.93 330.00 3.000 3378.00 3609.76 11.48 1.44 3.26 213.35 134.37 350.40 380.00 • 2.000 3378.00 3605.57 11.n 1.10 4.07 214.90 108.07 361.24 265.00 • 1.000 3378.00 3600.24 16.00 1.63 3.24 270.18 108.38 378.57 250.00 • • • !"" ... ... .. .. 8 11 SUMMARY PRINTOUT !"" . 11 • Q CWSEL VCH FRCH DEPTH 14.000 1651.00 3666.61 8.44 .97 2.61 13.000 1651.00 3663.82 13.97 1.92 12.000 1651.00 3661.54 10.61 11.000 1651.00 3659.24 10.000 1651.00 9.000 TOPWID XLCH 09:53:12 11 ... ... 28AUG96 PAGE 09:53:09 SUMMARY OF ERRORS AND SPECIAL NOTES .. .. .. . . . . . . - CAUTION SECNO= 14.000 PROFILE= CRITICAL DEPTH ASSUMED WARNING SEC NO= 13.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 5.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 12 ~ .. . 27AUG96 PAGE 16:17:11 THIS RUN EXECUTED 27AUG96 HEC·2 WATER SURFACE PROFILES Version May 1991 4.6.2; ... .. T1 T2 T3 T4 T5 T6 J1 NEW TUCSON UNIT #30 EXISTING CONDITIONS SUPERCR IT I CAL FLOOOPLAIN ANALYSIS WASH 11 C11 ICON JOB No. GEDA9502 PREPARED BY RKB AUGUST 15. 1996 REVISED: FILE: WASH_C.DAT I CHECK 0 J2 J3 .. .. .. - -... - INQ NINV 0 IDIR STRT !PLOT PRFVS XSECV XSECH 0 0 .1 0 0 AUGUST 15, 1996 METRIC .1 0 NPROF Q HVINS 0 544 0 ALLDC FN IBW 0 0 FQ WSEL 3647 D CHNIM 0 ITRACE 15 0 VARIABLE CODES FOR SUMMARY PRINTOUT 38 .. 16:17:11 ************************************* ************************************* . . . '"' c,, WAsH ! 43 26 8 68 4 54 53 39 NC X1 GR GR GR GR .045 6 3650 3645 3649 3646 .045 20 100 128 161 241 .02 123 3649 3645 3649.6 3645.1 • 1DO 145 113 142 180 245 .300 230 3648 3646 3649 3645.1 240 117 145 195 250 235 3647 3647 3648 3646 122 15D 2DO 254 3646 364B 3647 3650 123 154 .210 258 X1 GR GR GR 5 3645 3640 3645 11 100 117 146 117 3644 3639 136 106 125 265 3643 3639 263 107 132 264 3642 3640 111 136 3641 3641 115 142 X1 GR GR GR 4 3641 3638.8 3635 13 53 100 142 130 364D 3638 3636 143 58 112 143 223 3639 3637 3640 220 75 121 148 222 3638 3636 80 130 3638 3635 90 137 X1 GR GR GR 3 3640 3631 3639 12 100 145 171 131 3635 3635 3640 145 117 156 180 295 3634 3636 282 125 158 290 3633 3637 128 162 3632 3638 131 164 P"' . . . - .. . .. .. .. .. .. .. - 27AUG96 PAGE 16:17:11 X1 GR GR GR GR 2 3635 3630 3626 3631 20 100 140 173 188 154 3634 3629 3627 3632 180 106 154 174 195 285 3633 3628 3628 3633 280 115 158 175 200 285 3632 3627 3629 3634 119 162 180 211 3631 3626 3630 3635 122 167 183 220 X1 GR GR GR GR 1 3630 3625 3623 3628 18 100 123 148 165 123 3629 3624 3624 3629 153 106 125 151 172 190 3628 3623 3625 3630 210 110 126 153 185 200 3627 3622 3626 117 130 158 3626 3622 3627 120 138 162 2 ... .. 27AUG96 .. .. . ... ... ... ... ... .. .. .. - .. • SECNO Q TIME SLOPE PAGE 16:17:11 DEPTH QLOB VLOB XLOBL CYSEL QCH VCH XLCH CRIYS QROB VROB XLOBR YSELK ALOB XNL !TRIAL 3647.38 152.3 2.55 D. 3647.DD 1.2 .D45 0 EG ACH XNCH !DC HV AROB XNR !CONT HL VOL YTN CORAR L-BANK ELEV R·BANK ELEV SSTA ENDST CLOSS TWA ELM IN TOPWID *PROF D CCHV= .1DD CEHV= •SECNO 6.DDD .3DD 3265 DIVIDED FLOW 372D CRITICAL DEPTH ASSUMED 6.DDD 2.38 3647.38 390.1 544.0 1.6 8.D7 1.31 .00 .004192 0. 0. FLOW DISTRIBUTION FOR SECNO= STA= 12D. PER Q= AREA= VEL= DEPTH= 122. .0 .4 .7 .2 6.DO 123. .3 .9 1.6 .9 CWSEL= 145. 71.7 48.4 8.1 2.2 3648.13 48.4 .D20 10 150. .75 59.7 .045 0 .DD .0 .DOO .DO .0 3645.DO 80.59 3646.DO 3646.DO 120.10 255.38 3647.38 152. 21D. .D .3 .7 .2 1.6 4.4 1.9 .9 .DD •1 .7 .7 .0 241. 250. 245. 7.8 11.4 3.7 2.3 4.2 7.3 3.1 1.8 2.1D .4 .000 .00 .4D .3 3639.DD 26.27 3640.DD 3640.DD 115.18 141.46 •sECNO 5.DDD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 5.00D 544.0 .DD . 030561 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1.91 2.6 3.17 230. 364D.91 533.0 17.61 235 • FLOW DISTRIBUTION FOR SECNO= 3642.18 8.4 3.38 240. 5.DO STA= 115. 117. 136. 141. PER Q= .5 98.D 1.5 3D.3 AREA= .8 2.5 VEL= 3.2 17.6 3.4 DEPTH= .5 1.6 .5 KRATIO = 2.7D .D45 3645.63 30.3 .D20 4.72 2.5 .045 7 11 0 .00 .8 CWSEL= 3640.91 255. 254. 4.2 7.3 3.1 1.8 9.8 27.3 2.0 .9 .2 1.D 1.3 .7 3 ... 27AUG96 ... ... SECNO Q TIME SLOPE PAGE 16:17:11 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRJWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 4_000 ... ... .. 3301 HV CHANGED MORE THAN HVJNS 3302 WARNING: 4.000 544.0 .01 •010484 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.91 61.4 3.73 265 • 3637.91 476.2 14.06 264. FLOW DISTRIBUTION FOR SECNO= ... ... . ... STA= 113. PER Q= AREA= VEL= DEPTH= 121. 1.4 3.8 2.0 .5 ... CWSEL= 143. 87.5 33.9 14. 1 2.6 3640.63 33.9 .020 17 .59 2. 71 2.3 .045 0 4.40 .7 .000 .DO .60 .5 3635.00 32.61 3636.00 3636.00 112.78 145.39 3.86 9.0 .045 0 3.08 .9 .000 .00 - .12 .6 3631.00 25.74 3632.00 3631.00 126.31 152.05 3637.91 145. 1.2 2.3 2.8 1.0 *SECNO 3.000 3301 HV CHANGED MORE THAN HVJNS 3.000 544.0 .01 .019225 2.57 15.6 4.25 223. 3633.57 481.6 16.67 222. 3634.71 46.8 5.18 220. 3.00 .oo 3.7 .045 6 3637.43 28.9 .020 11 CWSEL= STA= 126. 128. 145. 152. 131. PER Q= .2 2.7 88.5 8.6 AREA= 9.0 .5 3.2 28.9 1.9 16.7 VEL= 4.6 5.2 DEPTH= .3 1.1 2. 1 1.3 *SECNO 2.000 ... .00 16.5 .045 6 4.00 130. 9.9 12.7 4.2 1.4 FLOW DISTRIBUTION FOR SECNO= ... 3638.90 6.4 2. 78 263. KRATIO = 3633.57 4 .. . . .. .. . .. "" "' .. . . 27AUG96 SECNO Q TIME SLOPE PAGE 16:17:11 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENDST 3301 HV CHANGED MORE THAN HVINS 2.000 544.a .a2 . a18425 2.8a .a .aa 295 . 3628.8a 544.a 13.63 29a. FLOW DISTRIBUTION FOR SECNO= 3629.71 .a .aa 282. 2.00 .aa .a .aaa 6 3631.69 39.9 .a2a 11 CWSEL= 2.88 .a .aaa a 5.45 1.2 .aaa .aa .29 .8 3626.aa 24.17 3629.aa 3629.aa 154.81 178.99 2.51 .a .aaa a 4.91 1.4 .aaa .aa • 11 1.0 3622.aa 26.57 3625.aa 3625.oa 124.71 151.29 3628.80 STA= 155. 18a. PER Q= 1aa.a AREA= 39.9 VEL= 13.6 DEPTH= 1.7 *SECNO 1.aaa 1.aoa 544.a .a3 .a16172 2.15 .0 .00 285. 3624.15 544.a 12.72 285. FLOW DISTRIBUTION FOR SECNO= 125. 153. STA= PER Q= 100.a 42.8 AREA= 12.7 VEL= DEPTH= 1.6 3624.92 .a .aa 28a. 1.ao .00 .a .aaa 6 3626.66 42.8 .aza 8 CWSEL= 3624.15 5 ,. 27AUG96 16:17:11 PAGE THIS RUN EXECUTED 27AUG96 ************************************* ,. HEC·2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ..................................... NOTE· ASTERISK (•) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WASH 11 C11 SUMMARY PRINTOUT SEC NO I"' ... r r ' i I"' ,. Q CWSEL VCH FRCH DEPTH TOPWID SSTA ENDST XLCH • • 6.000 544.00 3647.38 8.07 .96 2.38 80.59 120.10 255.38 .DO 5.000 544.00 3640.91 17.61 2.46 1.91 26.27 115.18 141.46 235.00 • 4.000 544.00 3637.91 14.06 1.53 2.91 32.61 112.78 145.39 264.00 3.000 544.00 3633.57 16.67 2.05 2.57 25.74 126.31 152.05 222.00 2.000 544.00 3628.80 13.63 1.87 2.80 24.17 154.81 178.99 290.00 1.000 544.00 3624.15 12.72 1.77 2.15 26.57 124.71 151.29 285.00 16:17:12 6 ,.. ... 27AUG96 16:17:11 PAGE ... ... ,.. . .. . - .. ... SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SEC NO= 6.00D PROFILE= CRITICAL DEPTH ASSUMED WARNING SECNO= S.OOD PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 7 JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-15-1996 .. . . . . . CROSS SECTION #1 STATION STATION STATION STATION STATION STATION STATION STATION 0.00 23.00 38.00 42.00 50.00 59.00 65.00 71.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3586.00 3585.00 3584.00 3583.10 3583.10 3584.00 3585.00 3586.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.028 Channel Slope 0.0125 ft/ft W.S. Elevation 3585.35 ft Area 60.97 sq.ft Perimeter 52.41 ft Near Bank 14.98 ft Far Bank 67.09 ft Discharge 399.61 cfs Velocity 6.55 fps . . . ,. . S ~ 't£r'TH ~ !"" . . - VEL : I.ZSV: 2.2 ' (p.S +ps. \ \ ...____ ~ 3563. I 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.020 0.045 0.045 ...' \J A-:s.~ ' b 1 0 JOB # GEDA9502 NEW TUCSOM UNIT #30 BY: RKB 08-15-1996 ... ... ""' .. .. .. ""' CROSS SECTION #2 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION o.oo 25.00 45.00 60.00 62.00 70.00 73.00 80.00 88.00 95.00 102.00 112.00 117.00 122.00 125.00 129.00 135.00 158.00 . ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3592.00 3591.00 3590.00· 3589.00 ' 3588.00• 3587.00v 3586.00' 3586.001 3587 .00• 3589.00• 3586.00• 3586.00· 3587. 00· 3588. oo· 3589.00 3590.003591.00 3592.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.027 Channel Slope 0.0111 ft/ft W.S. Elevation 3587.82 ft Area 61.66 sq.ft Perimeter 51.79 ft Near Bank 63.41 ft Far Bank 121.12 ft Discharge 399.46 cfs Velocity 6.48 fps .. ... . ""' ""' . ""' . c€PTH~ 1.e' IEL. = &o.s .c-..,.- .' - \ I \J / I \ I I • '-'-~ l 35% 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.045 0.045 0.032 0.020 0.032 0.045 0.032 0.020 0.032 0.045 0.045 0.045 0.045 0.045 . . . . - JOB # GEDA9502 NEW TUCSOM UNIT #30 BY: RKB 08-15-1996 CROSS SECTION #3 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 11.00 16.00 22.00 28.00 35.00 36.00 38.00 39.00 40.00 42.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3595.00 3594.00 3593.00 3590.00 3589.70 3590.00 3591.00 3592.00 3593.00 3594.00 3595.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.023 Channel Slope 0.0208 ft/ft w.s. Elevation 3591.47 ft Area 24.42 sq.ft Perimeter 18.77 ft Near Bank 19.06 ft Far Bank 36.94 ft Discharge 266.18 cfs Velocity 10.90 fps ... .. .. . O•oo= s-- JwJs .2o8-< 1.8 10 Cj . . .. ·-::--; ~ 35'11 I frs 47 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.020 0.020 0.045 0.045 0.045 0.045 0.045 JOB # GEDA9502 NEW TUCSOM UNIT #30 BY: RKB 08-15-1996 ... .. - - CROSS SECTION #4 STATION STATION STATION STATION STATION STATION ... ... \ ... Q1oo • .2&() cf's s~ /.34·/. ... • 3600.00 3595.00 3594.00 3593.70 3594.00 3600.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.028 Channel Slope 0.0139 ft/ft W.S. Elevation 3596.42 ft Area 29.54 sq.ft Perimeter 17.61 ft Near Bank 6.44 ft Far Bank 22.84 ft Discharge 260.29 cfs Velocity 8.81 fps -.. -... .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS .. ... 0.00 9.00 11.00 14.00 18.00 30.00 D<;?"rl-i~ '{ £{... 2.7' = e 8~ps \ \ 'n' 'n' 'n' 'n' 'n' 0.045 0.032 0.020 0.020 0.045 ,.. JOB # GEDA9502 NEW TUCSOM UNIT #30 BY: RKB 08-15-1996 ,.. - CROSS SECTION #5 - STATION STATION STATION STATION STATION STATION . .. . . . "" 3602.00 3599.00 3598.00 3598.00 3599.00 3602.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.021 Channel Slope 0.0167 ft/ft W.S. Elevation 3599.76 ft Area 23.85 sq.ft Perimeter 18.29 ft Near Bank 3. 73 ft Far Bank 21.27 ft Discharge 260.26 cfs Velocity 10.91 fps .. . ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS .. .. . 0.00 5.00 7.00 15.00 20.00 25.00 Q,co ~ 2G.O "2:, ~ Js, 1.1../1 "/. 'DePTH·- !.<6' ~ f:L ~ I 0 .'1 -fps. 'n' 'n' 'n' 'n' 'n' 0.045 0.020 0.020 0.020 0.045 JOB # GEDA9502 NEW TUCSOM UNIT #30 BY: RKB 08-15-1996 - - CROSS SECTION #6 STATION STATION STATION STATION STATION STATION STATION STATION - 0.00 15.00 18.00 20.00 25.00 28.00 30.00 40.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3612.00 3611.00 3610.00 3607.70 3607.70 3610.00 3611.00 3612.00 RESULTS Equivalent Manning's 'n' 0.020 Channel Slope 0.0286 ft/ft W.S. Elevation 3609.87 ft Area 15.95 sq.ft Perimeter 11.44 ft Near Bank 18.11 ft Far Bank 27.83 ft Discharge 250.19 cfs Velocity 15.69 fps . - - - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Q_,,. • 25o c. fs S• 2.8c.•/. 1::JE11TH ' 2. . z ' VtL . ,_ If:. 7 +'pS ?i.P0'7 .'7 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.020 0.045 0.045 - JOB # GEDA9502 NEW TUCSOM UNIT #30 BY: RKB 08-15-1996 - - CROSS SECTION #7 STATION STATION STATION STATION STATION STATION STATION STATION 0.00 18.00 20.00 21.00 25.00 28.00 30.00 65.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION Equivalent Manning's 'n' 0.022 Channel Slope 0.0400 ft/ft W.S. Elevation 3614.69 ft Area 15.51 sq.ft Perimeter 12.26 ft Near Bank 18.61 ft Far Bank 29.39 ft Discharge 250.19 cfs Velocity 16.13 fps .. ... .. - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS - - 3616.00 3615.00 3614.00 3612.50 3612.50 3614.00 3615.00 3616.00 Q,oo ~ 25::l ~fs s ~ J. •/. , DEJ>TH ~ ,2 2 Ei.. ~ J(p./.fps 0 V :£..12.5 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.020 0.045 0.045 - - - JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-16-1996 CROSS SECTION #8 STATION STATION STATION STATION STATION STATION STATION STATION - ... - .. - 3622.00 3621.00 3620.00 3619.60 3619.60 3620.00 3621.00 3622.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.039 Channel Slope 0.0128 ft/ft W.S. Elevation 3621.74 ft Area 59.16 sq.ft Perimeter 62.45 ft Near Bank 6.57 ft Far Bank 68.85 ft Discharge 245.38 cfs Velocity 4.15 fps - ... ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - - 0.00 25.00 38.00 42.00 43.00 46.00 60.00 72.00 v G.1ao • 245 ...{',_ s I-.2.B "/. ~ l::x::."?'7'..; " 2. I ' './r:.L' 4.1 +ps = 3&>21. 74 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.046 0.046 0.020 0.020 0.020 0.046 0.046 \\ ""' D " JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-16-1996 .. .. . . . - CROSS SECTION #9 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 25.00 72.00 80.00 90.00 140.00 168.00 182.00 188.00 192.00 198.00 200.00 205.00 220.00 . . MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.037 0.0152 ft/ft Channel Slope ft w. s. Elevation 3628.66 78.99 sq.ft Area ft 162.93 Perimeter ft 40.87 Near Bank 203.31 ft Far Bank 240.64 cfs Discharge 3.05 fps Velocity . "" 3630.00 3629.00 3628.00 3628.00 3628.60 3628.20 3628.40 3628.00 3627.00 3626.40 3627.00 3628.00 3629.00 3630.00 RESULTS . - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION Q 100' 2 4o c.-f. s~ l::£P,;-j • \.2V. 2 .,3 ' '-l€1.. ~ 3.o~"'"' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.045 0.045 0.045 0.045 0.045 0.020 0.020 0.045 0.045 0.045 JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-16-1996 ... - CROSS SECTION #10 .. STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION . . .. ... . "' Q,ac .. . ... 3636.00 3635.00 3634.00 3633.40 3633.40 3634.00 3634.00 3633.40 3633.40 3634.00 3635.00 3636.00 • MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.037 0.0133 ft/ft Channel Slope 3634.72 ft w. s. Elevation 84.03 sq.ft Area 176.55 ft Perimeter 73.36 ft Near Bank ft 249.68 Far Bank 235.49 cfs Discharge 2.80 fps Velocity .. .. "' ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS ... "' 0.00 48.00 140.00 144.00 148.00 154.00 161.00 164.00 168.00 170.00 280.00 295.00 c s~ 22>5 J.33Y. 'J::C;<;"rl • \. 3 hL ,£; I ~ 2.8-+p_s 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.020 0.045 0.020 0.020 0.020 0.045 0.045 - WAsH " J::::, ,, . ... ... ... ... CROSS SECTION #11 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 26.00 33.00 37.00 40.00 43.00 47.00 51.00 57.00 80.00 ... 0tao ~ ..Z~ s~ ~1"TH ~ - 3640.00 3639.00 3638.00 3637.00 3636.80 3636.80 3637.00 3638.00 3639.00 3640.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.031 0.0174 ft/ft Channel Slope ft Elevation 3638.75 w. s. sq.ft 32.58 Area 28.18 ft Perimeter ft 27.72 Near Bank ft 55.53 Far Bank cfs 230.32 Discharge 7.07 fps Velocity - ... ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - ,.. JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-16-1996 Vet_• c.fs \.74V. I .9 ' ?.t+f,s 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.020 0.020 0.020 0.045 0.045 0.045 .. JOB # GEDA9502 NEW TUCSON UNIT #30 .. BY: RKB 08-16-1996 .. .. - CROSS SECTION #12 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 32.00 45.00 54.00 60.00 65.00 70.00 72.00 75.00 80.00 105.00 .. . .. r Q •oo • :uk ct-s s~ ~-rl ~ .. MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.035 0.0323 ft/ft Channel Slope ft w.s . Elevation 3643.86 35.07 sq.ft Area Perimeter 45.89 ft 33.84 ft Near Bank 79.29 Far Bank ft 226.24 cfs Discharge 6.45 fps Velocity .. ... 3645.00 3644.00 3643.00 3643.00 3643.60 3643.00 3642.00 3642.00 3643.00 3644.00 3645.00 RESULTS ... ., ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3 . .2:!>/. \.C1 , 'hL. ' U>.4 +'ps 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.045 0.045 0.020 0.020 0.020 0.045 0.045 ... JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-19-1996 - CROSS SECTION #1 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION - -.. .. 0 .. .. .. MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' Oo045 Oo045 Oo045 Oo045 Oo020 Oo020 Oo020 Oo045 Oo045 Oo045 Oo045 0 3S95 .. . 3595o00 3594o00 3593o00 3592o00 3591.00 3590o00 3590o00 3591.00 3592o00 3593o00 3594o00 3595o00 Equivalent Manning's 'n' Oo020 Channel Slope Oo0189 ft/ft w s Elevation 3591.35 ft Area l6o6l sqoft Perimeter 16o09 ft 24o30 ft Near Bank 39o70 ft Far Bank Discharge 170o22 cfs 10o25 fps Velocity .. - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - -.. OoOO 21.00 22o00 23o00 25o00 29o00 38o00 39o00 41.00 45o00 52o00 75o00 C::.tco ~ 1'1 0 <.{;;. S-- l.eAct 'l::£PTI·h I . 3. ' ~E.L ~ ID.Z.+'f>S. - WASH ''E ,, JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-19-1996 - - - CROSS SECTION #2 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 17.00 32.00 35.00 38.00 40.00 43.00 47.00 48.00 56.00 63.00 .. - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.026 Channel Slope 0.0143 ft/ft w.s. Elevation 3596.84 ft Area 20.68 sq.ft Perimeter 16.15 ft Near Bank 32.49 ft Far Bank 47.84 ft Discharge 165.19 cfs Velocity 7.99 fps - - 3599.00 3598.00 3597.00 3596.00 3595.00 3594.70 3595.00 3596.00 3597.00 3598.00 3599.00 RESULTS . - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION Q 100 ' S= l(p5 Js \.43"/. t£l>'Tlj = )_ . I './t£1- ~ 8. 0 I -fp<; 3S94.7 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.032 0.032 0.032 0.032 0.020 0.020 0.032 0.032 0.032 0.032 .. '' cr '· JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-19-1996 - . - CROSS SECTION #3 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3606.40 3606.00 3605.00 3604.00 3603.30 3604.00 3605.00 3606.00 3605.00 3604.00 3605.00 3606.00 3607.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.030 0.0222 ft/ft Channel Slope w. s. Elevation 3605.54 ft 24.01 sq.ft Area Perimeter 28.39 ft 15.74 ft Near Bank Far Bank 48.63 ft 160.29 cfs Discharge Velocity 6.68 fps .. -.. - .. - 0.00 13.00 19.00 21.00 23.00 27.00 31.00 35.00 44.00 45.00 47.00 50.00 63.00 , 2&)5.54 Q,oo ~ 16>0 .:.t::, s~ 2.v..·/. 'tEPTH • 2 .2 ' -.fEL- ~ &.7-f'p:;, 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.020 0.020 0.045 0.045 0.045 0.020 0.020 0.032 0.032 rl~ \\ E. . . /1 JOB # GEDA9502 NEW TUCSON UNIT #30 BY: RKB 08-19-1996 CROSS SECTION #4 - STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION .. .. 0.00 13.00 20.00 23.00 25.00 30.00 31.00 34.00 42.00 55.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3614.00 3613.00 3612.00 3611.00 3610.00 3610.00 3611.00 3612.00 3613.00 3614.00 j3&14 2>L>I4l . '"' .. . .. 0.042 0.042 0.042 0.020 0.020 0.020 0.042 0.042 0.042 Equivalent Manning's 'n' 0.022 Channel Slope 0.0273 ft/ft w. s. Elevation 3611.71 ft Area 13.70 sq.ft Perimeter 13.15 ft 20.87 ft Near Bank Far Bank 33.13 ft Discharge 154.15 cfs Velocity 11.25 fps . . '"' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' RESULTS - - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S G•oo" 154 e.-G s' .2.'13'/. 1:>£i"fH ~ I .'7 ' 'le 1... " 11.2 tps 30ro WAsi-l \\ F " ... ... ... ... .. .. .. -.. .. ... ... 20AUG96 09:15:49 PAGE THIS RUN EXECUTED 20AUG96 09:15:49 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ..................................... T1 T2 T3 T4 T5 T6 J1 NEW TUCSON UNIT #29 EXISTING CONDITIONS SUPERCRITICAL FLOOOPLAIN ANALYSIS WASH 11 F11 ICON JOB No. GEDA9502 PREPARED BY RKB AUGUST 19, 1996 REVISED: FILE: WASH_F.DAT !CHECK 0 J2 J3 INQ NINV 0 IDIR STRT METRIC -1 0 NPROF !PLOT PRFVS XSECV XSECH 0 0 -1 0 0 AUGUST 19, 1996 HVINS 0 0 FN ALLDC WSEL 1454 3638 0 CHNIM !TRACE IBW 0 0 Q FQ 0 0 15 VARIABLE COOES FOR SUMMARY PRINTOUT 43 38 26 4 8 68 54 53 39 NC X1 GR GR GR .045 13 3642 3638 3642 .045 11 100 215 312 .020 215 3640 3636 .100 241 113 235 .300 205 3638.9 3636 190 145 238 195 3638.9 3638 158 241 3640 3640 190 260 X1 GR GR GR 12 3638 3634 3638 11 100 265 330 265 3636 3632 292 130 283 170 3634 3632 215 210 289 195 3633.2 3634 235 292 3634 3636 257 317 X1 GR GR GR 11 3636 3628.1 3636 11 100 238 291 215 3634 3628.1 278 112 269 200 3632 3630 180 124 278 190 3630 3632 170 281 3630 3634 215 286 X1 GR GR 10 3628 3624 8 100 148 118 3626 3626 148 109 158 250 3624 3628 250 118 227 250 3623.1 126 3623.1 138 X1 GR GR 9 3623 3620 8 100 170 144 3622 3622 170 120 193 245 3620 3624 248 144 219 248 3618.1 155 3618.1 164 ... .. ... .. - ... ""' ... ... 20AUG96 09:15:49 X1 X2 GR GR 8 1784 3619 3616 X1 GR GR PAGE 8 128 178 136 120 124 100 178 3618 3618 110 182 3616 3618.3 128 195 3614 166 3614 1n 3616 3614 9 100 198 113 3614 3613.6 178 113 202 340 3612.1 3614 320 153 210 320 3612.1 3616 170 300 3614 178 X1 GR GR 6 3610 3606 8 100 184 162 3608 3608 184 140 191 240 3606 3610 250 162 204 247 3604.8 170 3604.8 176 X1 GR GR 5 3607 3602 9 100 212 185 3606 3604 216 127 216 300 3604 3606 285 185 222 295 3602 3607 201 236 3601.7 207 X1 GR GR 4 3602 3598 8 100 148 116 3600 3600 148 110 218 205 3598 3602 220 116 250 210 3597.3 128 3597.3 142 X1 X2 GR GR 3 2923 3600 3596 8 285 332 290 285 332 100 338 3598 3598 148 342 3596 3600 188 347 3594 285 3594 332 X1 GR GR GR 2 3596 3589.1 3590 14 100 200 265 164 3594 3590 3592 280 135 212 280 325 3592 3590 3594 275 164 216 335 300 3590 3589.1 3596 181 238 372 3589.1 3589.1 191 252 X1 GR GR 1 3590 3590 6 100 330 112 3588 220 112 0 3586 0 123 0 3586 185 3588 220 7 2 - ... ... ... .. - .. ... ... ... 20AUG96 SECNO Q TIME SLOPE PAGE 09:15:49 DEPTH QLOB VLOB XLOBL VROB XLOBR WSELK ALOB XNL !TRIAL CCHV= .300 -100 CEHV= *SECNO 13.000 3720 CRITICAL DEPTH ASSUMED 13.000 4.85 3640.85 1454.0 380.3 974.5 .00 2.32 9.45 .002668 0. 0- 3640.85 99.3 2.22 0- 3638.00 163.7 .045 0 FLOW DISTRIBUTION FOR SECNO= 13.00 CWSEL QCH VCH XLCH CR!WS QROB EG ACH XNCH !DC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 0 3641.81 103.1 .020 19 CWSEL= .96 44.6 .045 0 .00 .0 .000 .00 .00 .o 3636.00 174.68 3638.00 3638.00 107.46 282.15 3640.85 STA= 107. 113. 145. 190. 215. 241. 260. 282. 158PER Q: 6.6 4.6 6.6 8.2 67.0 6.2 .6 -2 AREA= 2.4 44.9 25.4 44.9 9.4 46.3 103.1 35.2 VEL= 1.0 2.1 2.7 2.1 2.6 9.4 2.6 1.0 DEPTH= .4 1.4 2.0 4.0 .4 1.4 1.9 1.9 *SECNO 12.000 3301 HV CHANGED MORE THAN 3302 WARNING: 12.000 1454.0 .00 • 037440 HVINS CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.65 370.0 5.94 205 . 3634.65 1076.3 21.39 195- FLOW OISTRIBUTION FOR SECNO= 3635.94 7.7 2.99 19012.00 .00 62.3 .045 7 KRATIO = 3.75 364D.05 50.3 .020 12 CWSEL= 5.40 2.6 .045 0 3634.65 235. 292. 300. STA= 184. 210. 265. 257PER Q= 11.7 10.3 74.0 .5 1.7 1.7 AREA= 26.0 22.9 50.3 8.2 2-6 5-1 3.0 VEL= 3.0 6.6 6.6 4.8 21.4 .3 DEPTH= .3 1.0 1.0 .6 1.9 1.31 1.0 .000 .00 .44 .7 3632.00 115.66 3634.00 3634.00 184.36 300.01 3 ... ... 2DAUG96 .. .. .. - - SEC NO Q TIME SLOPE PAGE 09:15:49 DEPTH QLOB VLOB XLOBL C~SEL CRI~S ~SELK QCH VCH XLCH QROB VROB XLOBR ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR ICONT HL VOL CLOSS ~TN ELM IN CORAR TOP~IO T~A L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 11. DOD 3301 HV CHANGED MORE THAN HVINS 11.000 1454.0 .01 .024857 FL~ 1.99 3.9 .99 170. 3630-09 1450.1 15.32 195. DISTRIBUTION FOR SECNO= _QQ 3631-13 .0 .05 215. 3.9 .045 6 11.00 3633_73 94.6 .020 8 C~SEL= 3.64 .0 .045 0 5.79 1.4 .000 .00 .53 1.1 3628.10 110.08 3630.00 3630.00 168.05 278-13 4.17 11.0 .045 0 3.42 1.9 .000 .00 .05 1.5 3623.10 52.25 3624.00 3624.00 108.63 160.87 4.96 13.7 .045 0 3.67 2.5 .000 .00 .08 1.8 3618.10 62.28 3620-00 3620.00 125.47 187.76 3630.09 STA= 168. 215. 278. PER Q= .3 99.7 94.6 AREA= 3.9 VEL= 15.3 1.0 DEPTH= •1 1.5 *SECNO 10.000 3301 HV CHANGED MORE THAN HVINS 10.000 1454.0 .01 .013643 FL~ 2.98 39.0 4.00 200. 3626.08 1371.4 16.85 190. DISTRIBUTION FOR SECNO= 3627.48 43.6 3.98 180. .00 9.8 .045 7 10.00 STA= 109. 118. 148. 158. PER Q= 2.7 94.3 3.0 AREA= 9.7 81.4 10.8 VEL= 4.0 16.8 4.0 DEPTH= 1.0 2.7 1.1 3630.25 81.4 .020 17 C~SEL= 3626.08 161. .0 •1 .5 .0 *SECNO 9.000 3301 HV CHANGED MORE THAN HVINS 9.000 1454.0 .01 .015868 3.44 50.0 3.49 250. 3621 .54 1356.2 1B.48 250. 3623.09 47.9 3.49 250. .00 14.3 .045 7 3626.50 73.4 .020 14 4 .. - 20AUG96 - - - - - - - - - - - - SEC NO Q TIME SLOPE FL~ PAGE 09:15:49 DEPTH QLOB VLOB XLOBL C~SEL CRI~S ~SELK QCH VCH XLCH QROB VROB XLOBR ALOB XNL !TRIAL DISTRIBUTION FOR SECNO= 9.00 EG ACH XNCH IDC C~SEL= HV AROB XNR !CONT HL VOL CLOSS ~TN ELM IN CORAR TOP~ID T~A L·BANK ELEV R·BANK ELEV SSTA ENDST 3621 .54 170. STA= 125. 144. 188. PER Q= 3.4 93.3 3.3 14.3 73.4 13.7 AREA= VEL= 3.5 1B.5 3.5 OEPTH= 2.8 .8 .8 *SECNO 8.000 8.000 1784.0 .02 .022641 FL~ 2.89 10. 1 2.87 245. 3616.89 1n1.8 17.68 248. OISTRIBUTION FOR SECNO= 3618.34 2.1 2.68 248. 8.00 .00 3.5 .045 7 3621.71 100.2 .020 11 C~SEL= 4.82 .8 .045 0 4. 75 3.0 .000 .oo .04 2.2 3614.00 59.72 3616.00 3616.00 120.04 179.n 4.06 19.5 .045 0 3.01 3.4 .000 .00 .23 2.4 3612.10 118.27 3614.00 3614.00 110.31 228.59 3616.89 128. STA= 120. 178. 180. PER Q= 99.3 .6 •1 AREA= 100.2 3.5 .8 17.7 VEL= 2.9 2.7 OEPTH= .4 2.0 .4 *SECNO 7. 000 3301 HV CHANGED MORE THAN HVINS 7.000 1784.0 .02 . 026088 FL~ 2.31 1.0 1.85 136 . 3614.41 1723.1 16.45 124. DISTRIBUTION FOR SECNO= 3615.55 59.9 3.08 120. 7.00 .00 .6 .045 7 3618.48 104.7 .020 11 C~SEL= 3614.41 STA= 110. 113. 178. 198. 202. 210. 229. PER Q= .1 96.6 1.4 .5 1.1 .4 104.7 AREA= .6 8.3 2.5 4.9 3.8 VEL= 1.8 16.5 3.0 3.8 3.8 1.9 DEPTH= .2 1.6 .6 .2 .4 .6 5 .. .. .. .. .. ... 20AUG96 SECNO Q TIME SLOPE 09:15:49 DEPTH QLOB VLOB XLOBL PAGE CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR 3302 WARNING: 6.000 1784.0 .03 .010928 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 4.09 235.5 4.75 340. 3608.89 1475.1 18.34 320. FLOW DISTRIBUTION FOR SECNO= 3610.33 73.4 4.63 320. 6.00 .. FLOW OISTRIBUTION FOR SECNO= ... STA= 140. 185. 216. 221. PER Q= 6.6 92.7 .7 AREA= 35.6 92.2 3.7 VEL= 17.9 3.3 3.2 DEPTH= .8 3.0 .8 ... .. ... .. .. HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST .00 49.6 .045 5 KRATIO = 3613.27 80.4 .020 17 CWSEL= .65 4.38 15.8 .045 0 5.18 4.4 .000 .00 .03 3.1 3604.80 74.67 3606.00 3606.00 122.14 196.80 4.64 3.7 .045 0 3.03 5.2 .000 .00 .03 3.6 3601.70 81.16 3604.00 3604.00 139.54 220.70 5.13 58.9 .045 0 5.20 6.1 .000 .00 .05 4.2 3597.30 101.70 3598.00 3598.00 110.50 212.20 3608.89 STA= 122. 140. 162. 184. 191. 197. PER Q= 12.3 .9 82.7 3.8 .3 41.6 80.4 13.3 AREA= 8.0 2.6 5.3 VEL= 2.0 18.3 5. 1 2.0 DEPTH= 1.9 .4 3.7 1.9 .4 .. .. EG ACH XNCH IOC *SECNO 6.000 *SECNO 5.000 5.000 1784.0 .03 .013966 . WSELK ALOB XNL I TRIAL *SECNO 4.000 4.000 1784.0 .03 .023006 3.87 118.2 3.32 240. 2.54 23.0 4.56 300. 3605.57 1654.0 17.93 247. 3599.84 1482.7 19.82 295. 3607.08 11.8 3.20 250. 5.00 3601.21 278.3 4.73 285. .00 35.6 .045 6 3610.21 92.2 .020 11 CWSEL= .00 5.0 .045 7 3605.57 3604.97 74.8 .020 5 6 - - - - - 20AUG96 SECNO Q TIME SLOPE PAGE 09:15:49 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH FLOW DISTRIBUTION FOR SEC NO= CRIWS QROB VROB XLOBR 4.DO WSELK ALOB XNL ITRIAL CWSEL= 3301 HV CHANGED MORE THAN HVJNS 3302 WARNING: 3.000 2923.0 .04 .D18979 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.41 787.6 5.68 205. 3596.41 2088.3 18.41 210. FLOW DISTRIBUTION FOR SECNO= 3597.57 47.1 5.45 220. 3.00 .00 138.8 .045 7 - .. KRATIO = 3600.32 113.4 .020 11 CWSEL= .55 3.90 8.6 .045 0 4.28 7.0 .000 .00 .37 4.8 3594.DO 159.08 3594.00 3594.00 179.74 338.83 2.93 .0 .000 0 5.38 8.8 .000 .00 .29 5.8 3589.10 111.25 3592.D0 3592.00 166.52 277.77 3596.41 *SECNO 2.000 - L·BANK ELEV R·BANK ELEV SSTA ENDST *SECNO 3.000 ... -.. CLOSS TWA ELMIN TOPWID STA= 110. 116. 148. 212. PER Q= 1.3 83.1 15.6 AREA= s.o 74.8 58.9 4.6 19.8 VEL= 4.7 DEPTH= .9 2.3 .9 ... HL VOL WTN CORAR 3599.84 STA= 180. 188. 285. 332. 338. 339. PER Q= .1 26.9 71.4 1.6 .0 AREA= 1. 7 137.D 113.4 8.5 .2 VEL= 1.6 5.7 18.4 5.5 1.5 DEPTH= .2 1 .4 2.4 1.4 .2 .. HV AROB XNR JCONT EG ACH XNCH IDC 3301 HV CHANGED MORE THAN HVJNS 2.000 2923.0 .04 .D14494 2.61 .0 .DO 290. 3591.71 2923.0 13.75 332. FLOW DISTRIBUTION FOR SEC NO= 3592.61 .0 .00 285. 2.00 .00 .D .000 6 3594.65 212.6 .020 11 CWSEL= 3591.71 7 ... .. - - - .. .. - - 20AUG96 SEC NO Q TIME SLOPE PAGE 09:15:49 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST STA= 167. 280. PER Q= 100.0 AREA= 212.6 VEL= 13.7 OEPTH= 1.9 *SECNO 1.000 3301 HV CHANGED MORE THAN HVINS 1.000 2923.0 .05 .009667 2.62 1.7 1.46 325- 3588.62 2906.0 12.30 300. FLOW DISTRIBUTION FOR SECNO= 3589.31 15.3 1.48 275. 1.00 STA= 108. 220. 112254. PER Q= 99.4 .5 -1 AREA= 1.1 236.3 10.4 VEL= 1.5 12.3 1.5 DEPTH= .3 2.2 .3 .00 1-1 .045 6 3590.95 236.3 .020 11 CWSEL= 3588.62 2.33 10.4 .045 0 3.51 10.3 .000 .oo -18 6.7 3586.00 145.47 3588.00 3588.00 108.31 253.78 8 - .. - - - - 20AUG96 09:15:49 PAGE THIS RUN EXECUTEO 20AUG96 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WASH 11 f 11 SUMMARY PRINTOUT SEC NO Q CWSEL VCH FRCH DEPTH TOPWID SSTA ENDST XLCH • 13.000 1454.00 3640.85 9.45 .84 4.85 174.68 107.46 282.15 .00 • 12.000 1454.00 3634.65 21.39 2.76 2.65 115.66 184.36 300.01 195.00 11.000 1454.00 3630.09 15.32 2.20 1.99 110.08 168.05 278.13 195.00 10.000 1454.00 3626.08 16.85 1.80 2.98 52.25 108.63 160.87 190.00 9.000 1454.00 3621.54 18.48 1.94 3.44 62.28 125.47 187.76 250.00 8.000 1784.00 3616.89 17.68 2.20 2.89 59.72 120.04 179.77 248.00 7.000 1784.00 3614.41 16.45 2.28 2.31 118.27 110.31 228.59 124.00 6.000 1784.00 3608.89 18.34 1.69 4.09 74.67 122.14 196.80 320.00 5.000 1784.00 3605.57 17.93 1.83 3.87 81-16 139.54 220.70 247.00 4.000 1784.00 3599.84 19.82 2.29 2.54 101.70 110.50 212.20 295.00 3.000 2923.00 3596.41 18.41 2.09 2.41 159.08 179.74 338.83 210.00 2.000 2923.00 3591.71 13.75 1.75 2.61 111.25 166.52 277.77 332.00 1.000 2923.00 3588.62 12.30 1.46 2.62 145.47 108.31 253.78 300.00 • • 09:15:50 9 ... ... .. .. - - 20AUG96 PAGE 09:15:49 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SEC NO= 13.000 PROFILE= CRITICAL DEPTH ASSUMED IIARNING SECNO= 12.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IIARNING SECNO= 6.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 10 - Version 4.6.2; May 1991 ..................................... - T1 NEW TUCSON UNIT #29 T2 EXISTING CONDITIONS SUPERCRITICAL FLOODPLAIN ANALYSIS T3 WASH 11 G11 T4 ICON JOB No. GEDA9502 T5 PREPARED: AUGUST 20, 1996 REVISED: AUGUST 20, 1996 T6 FILE: WASH_G.OAT - - . ... .. .. - - 2DAUG96 09:46:25 PAGE THIS RUN EXECUTED 20AUG96 09:46:25 ************************************* HEC-2 WATER SURFACE PROFILES J1 !CHECK INQ NINV STRT IDIR Q HVINS METRIC -1 J2 NPROF IPLOT PRFVS XSECV 1353 XSECH FN ALLDC FQ WSEL 3640.75 I TRACE CHNIM IBW -1 J3 15 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 26 68 53 4 8 39 54 NC X1 GR GR GR .045 11 3648 3638 3642 .045 14 100 130 181 .020 130 3646 3636.8 3644 .100 162 113 132 188 .300 196 3644 3636.8 3646 202 118 158 209 200 3642 3638 3648 122 162 218 3640 3640 126 165 X1 GR GR 10 3642 3634.4 10 100 144 125 3640 3636 146 113 146 202 3638 3638 203 119 149 202 3636 3640 125 152 3634.4 3642 131 168 X1 GR GR 9 3638 3634 8 100 129 110 3636 3636 129 105 134 280 3634 3638 295 110 139 285 3632.2 115 3632.2 125 X1 GR GR 8 3632 3624.2 10 100 124 112 3630 3626 125 105 125 249 3628 3628 247 108 129 248 3626 3630 112 133 3624.2 3632 116 137 X1 X2 GR GR GR 7 1361 3630 3620.3 3630 11 110 122 289 280 285 100 116 171 3628 3622 102 122 3626 3624 104 133 3624 3626 108 145 3622 3628 110 160 - - .. .. .. .. .. .. .. .. - 20AUG96 09:46:25 PAGE X1 GR GR 6 3624 3616.4 10 100 138 122 3622 3618 140 106 140 300 3620 3620 295 113 145 296 3618 3622 122 151 3616.4 3624 127 162 X1 GR GR 5 3618 3614 8 100 152 126 3616 3616 152 111 158 115 3614 3616.6 135 126 180 125 3612.5 135 3612.5 148 X1 GR GR GR 4 3614 3610 3612 12 100 138 181 115 3612 3611 3614 138 108 145 197 204 3610 3610 192 115 156 198 3608 3609.5 123 163 3608 3610 129 169 X1 GR GR 3 3610 3606 8 100 129 112 3608 3608 129 107 138 250 3606 3610 248 112 176 249 3604.6 118 3604.6 123 X1 GR GR GR 2 3608 3601 3608 11 100 263 291 255 3606 3601 273 180 267 240 3606 3602 250 222 273 245 3604 3604 242 279 3602 3606 255 285 X1 GR GR 1 3604 3597.5 10 100 164 149 3602 3598 179 144 170 0 3600 3600 0 149 179 0 3598 3602 153 188 3597.5 3604 160 198 2 .. ... .. 20AUG96 SECNO Q TIME SLOPE 09:46:25 DEPTH QLOB VLOB XLOBL PAGE CWSEL QCH VCH XLCH CR!WS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC CCHV= • 100 CEHV= .300 *SECNO 11.000 3720 CRITICAL DEPTH ASSUMED 11.000 3.95 3640.75 1353.0 19. 1 1318.4 .00 2.53 10.74 .003555 0. 0. 3640.75 15.5 2.08 0. 3640.75 7.6 .045 0 FLOW DISTRIBUTION FOR SECNO= 11.00 HV AROB XNR !CONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R·BANK ELEV SSTA ENDST *PROF 0 "' .. . ... ... .. .. . ... ... - STA= 125. PER Q= AREA= VEL= DEPTH= 126. .0 .6 .9 .4 130. 1.4 7.0 2.7 1.7 *SECNO 10.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 10.000 5.27 3639.67 3639.67 1260.9 28.9 1353.0 63.2 .00 3.12 12.08 2.86 202. .003272 196. 200. FLOW DISTRIBUTION FOR SECNO= CWSEL= 162. 97.4 122.7 10.7 3.8 10.00 3642.50 122.7 .020 4 165. 1.0 5.2 2.5 1.7 .00 .0 .000 .00 .00 .D 3636.80 46.48 3638.00 3638.DD 124.50 170.98 2.12 10. 1 .045 0 .68 .6 .000 .00 .12 .2 3634.40 37.53 3636.00 3636.00 113.98 151.51 3640.75 171. .2 2.2 1.0 .4 .00 20.2 .045 20 3641.80 104.4 .020 11 CWSEL= 3639.67 146. 149. 152. STA= 114. 119. 125. 4.2 93.2 1.9 .2 PER Q= .5 8.0 2.1 AREA= 4.2 16.0 104.4 3.2 1.5 3.5 12.1 VEL= 1.6 2.7 .8 DEPTH= 2.7 5.0 .8 *SECNO 9.000 1. 75 7.5 .045 0 3 - .. - .. .. .. .. .. .. .. .. .. - - 20AUG96 SECNO Q TIME SLOPE PAGE 09:46:25 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR !CONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWIO L·BANK ELEV R·BANK ELEV SSTA ENOST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 9.000 1353.0 .01 .007523 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 4.57 36.5 3.80 202. 3636.n 1280.0 16.24 202. FLOW DISTRIBUTION FOR SECNO. 3637.93 36.5 3.80 203. 9.00 .00 9.6 .045 6 KRAT!O • 3640.66 78.8 .020 8 CWSEL• 3.89 9.6 .045 0 1.52 .00 .18 .4 3632.20 32.87 3634.00 3634.00 103.06 135.94 3.17 1.7 .000 .00 .45 .5 3624.20 23.28 3626.00 3626.00 107.02 130.30 .96 1.2 .ooo 3636.n STA• 103. 105. 110. 129. 136. 134. PER Q• •1 2.6 94.6 2.6 .1 AREA• .7 8.9 78.8 8.9 .7 VEL• 1.4 4.0 16.2 4.0 1.4 DEPTH• .4 1.8 4.1 1.8 .4 *SECNO 8.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 8.000 1353.0 .01 •018102 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 4.45 38.7 5.58 280. 3628.65 1275.4 23.89 285. FLOW DISTRIBUTION FOR SECNO• 3631.16 38.9 5.53 295 • 8.00 .00 6.9 .045 7 KRATIO • 3637.04 53.4 .020 14 CWSEL• 3628.65 STA• 107. 108. 112. 125. 129. 130. PER Q• 94.3 .0 2.8 2.8 .1 AREA• 6.6 53.4 6.6 .4 .3 VEL= 1.9 5.8 5.8 2.0 23.9 DEPTH= 1.7 4.1 1.7 .3 .3 8.38 7.0 .045 0 1.55 4 - .. .. - ... ... .. ... - 20AUG96 SECNO Q TIHE SLOPE PAGE 09:46:25 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IOC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELHIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 7.DOO 3301 HV CHANGED HORE THAN HVINS 7.000 1361.0 .02 .016000 4.94 29.5 4.94 249. 3625.24 1145.0 23.39 248. FLOW DISTRIBUTION FOR SECNO= 3627.38 186.6 6.42 247. 7.00 .00 6.0 .045 6 3632.48 49.0 .020 14 CWSEL= 7.24 29.1 .045 0 4.21 2.1 .000 .00 .34 .7 3620.30 34.84 3622.00 3622.00 105.54 140.38 7.43 4.7 .045 0 5.08 2.6 .000 .00 .02 .9 3616.40 31.63 3618.00 3618.00 113.24 144.87 5.56 3.4 .045 0 5.74 3.2 .000 .00 .56 1.2 3612.50 41.85 3614.00 3614.00 114.68 156.53 3625.24 106. 140. 110. STA= 108. 122. 133. 84.1 1 .0 PER Q= .3 1.9 12.7 4.5 49.0 24.5 4.5 AREA= 1.5 VEL= 2.8 5.7 23.4 7.1 3.0 4.1 DEPTH= .6 2.2 2.2 .6 *SECNO 6.000 6.000 1361.0 .02 .020055 3.54 38.5 4.52 289. 3619.94 1301.8 22.35 285. FLOW DISTRIBUTION FOR SECNO= 3622.14 20.7 4.37 280. 6.00 .00 8.5 .045 8 3627.38 58.2 .020 8 CWSEL= 3619.94 STA= 113. 122. 140. 145. PER Q= 2.8 95.6 1.5 4.7 AREA= 8.5 58.2 4.5 22.4 4.4 VEL= DEPTH= 1.0 3.2 1.0 *SECNO 5.000 3301 HV CHANGED HORE THAN HVINS 5.000 1361.0 .02 .o18m 3.01 31.9 3.73 300. 3615.51 1316.8 19.23 296. 3617.23 12.4 3.62 295. .00 8.5 .045 7 3621.07 68.5 .020 11 5 - - .. .. - - . - - 20AUG96 SECNO Q TIME SLOPE PAGE 09:46:25 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH FLOW DISTRIBUTION FOR SEC NO= CRIWS QROB VROB XLOBR 5.00 WSELK ALOB XNL !TRIAL HV AROB XNR ICONT EG ACH XNCH !DC CWSEL= HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R·BANK ELEV SSTA ENDST 3615.51 STA= 152. 115. 126. 157. PER Q= .9 2.3 96.8 AREA= 8.5 3.4 68.5 VEL= 3.7 19.2 3.6 DEPTH= .8 .8 2.6 *SECNO 4.000 3301 HV CHANGED MORE THAN HVINS 4.000 1361.0 .03 • 030968 3.04 6.9 3.66 115 • 3611.04 1189.6 22.48 125. FLOW DISTRI8UTION FOR SECNO= 3612.72 164.5 5.54 135 • 4.00 .00 1.9 .045 8 3617.96 52.9 .D20 14 CWSEL= 6.92 29.7 .045 0 2.98 3.4 .000 .00 • 14 1.3 3608.00 63.88 3610.00 3610.00 111.36 175.24 .57 1.6 3604.60 49.95 3606.00 3606.00 1D4.05 154.00 3611.D4 175. STA= 111. 115. 138. 145. 156. 163. 169. PER Q= 1.7 .5 87.4 1.1 4.6 3.9 .9 7.7 AREA= 1.9 52.9 3.8 5.9 9.0 3.2 3.7 3.8 6.9 VEL= 22.5 3.8 6.9 3.7 DEPTH= 1.3 .5 2.3 .5 .5 1.3 .5 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 3.000 1361.0 .03 .011535 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 4.24 49.1 4.70 204. 3608.84 1211.5 19.02 198. FLOW DISTRIBUTION FOR SECNO= 3610.50 100.4 4.30 192. 3.00 .00 10.5 .045 6 KRATIO = 3613.87 63.7 .020 14 CWSEL= 3608.84 5.03 23.3 .045 0 .61 3.51 3.8 .000 .00 6 ... .. .. .. - - .. . ... .. - - 20AUG96 SECNO Q TIME SLOPE PAGE 09:46:25 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENDST STA= 104. 107. 138. 154. 112. 129. PER Q= .2 3.4 89.0 6.4 1.0 AREA= 9.2 1.2 63.7 16.6 6.7 VEL= 1.9 5. 1 19.0 5.2 2.0 DEPTH= .4 1.8 3.7 1.8 .4 •SECNO 2.000 3301 HV CHANGED MORE THAN HVINS 2.000 1361.0 .03 .016506 3.58 121 .2 5.43 250. 3604.58 1185.8 20.61 249. FLOW DISTRIBUTION FOR SECNO= 3606.62 53.9 5.38 248. 2.00 .00 22.3 .045 8 3610.39 57.5 .020 11 CWSEL= 5.80 10.0 .045 0 3.41 4.3 .000 .00 .08 1.9 3601.00 44.62 3602.00 3602.00 236.14 280.76 5.17 1 .2 .045 0 4.29 4.8 .000 .00 . 19 2.1 3597.50 35.13 3600.00 3600.00 147.17 182.30 3604.58 STA= 236. 242. 255. 273. 279. 281. PER Q= 8.7 .2 87.1 3.9 •1 AREA= 1. 7 20.6 57.5 9.5 .5 VEL= 1.9 5.7 20.6 5.6 1 .8 DEPTH= .3 1 .6 1.6 3.2 .3 •sECNO 1. 000 3301 HV CHANGED MORE THAN HVINS 1.000 1361.0 .04 . 018671 3.23 1.5 2.20 240 • 3600.73 1356.8 18.28 245. FLOW DISTRIBUTION FOR SECNO= 3602.34 2.7 2.27 250. 1.00 STA= 147. 149. 179. 182. PER Q= 99.7 •1 .2 AREA= 74.2 .7 1.2 VEL= 2.2 18.3 2.3 2.5 DEPTH= .4 .4 .00 .7 .045 7 3605.90 74.2 .D20 11 CWSEL= 3600.73 7 - - - .. - .. .. .. - 20AUG96 PAGE 09:46:25 THIS RUN EXECUTED 20AUG96 ..................................... HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WASH 11 G11 SUMMARY PRINT OUT SECNO Q CWSEL VCH FRCH DEPTH TOPWID SSTA ENDST XLCH • • 11.000 1353.00 3640.75 10.74 .97 3.95 46.48 124.50 170.98 .00 10.000 1353.00 3639.67 12.08 .96 5.27 37.53 113.98 151.51 200.00 • 9.000 1353.00 3636.77 16.24 1.41 4.57 32.87 103.06 135.94 202.00 * 8.000 1353.00 3628.65 23.89 2.08 4.45 23.28 107.02 130.30 285.00 7.000 1361.00 3625.24 23.39 2.04 4.94 34.84 105.54 140.38 248.00 6.000 1361.00 3619.94 22.35 2.19 3.54 31.63 113.24 144.87 285.00 5.000 1361.00 3615.51 19.23 2.09 3.01 41.85 114.68 156.53 296.00 4.000 1361.00 3611.04 22.48 2.61 3.04 63.88 111 .36 175.24 125.00 3.000 1361.00 3608.84 19.02 1.73 4.24 49.95 104.05 154.00 198.00 2.000 1361.00 3604.58 20.61 2.03 3.58 44.62 236.14 280.76 249.00 1.000 1361.00 3600.73 18.28 2.05 3.23 35.13 147.17 182.30 245.00 • 09:46:26 8 .. - - - - - 20AUG96 PAGE 09:46:25 SUMMARY OF ERRORS ANO SPECIAL NOTES CAUTION SECNC= 11.000 PROFILE= CRITICAL DEPTH ASSUMED CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= 10.000 PROFILE= 10.000 PROFILE= 10.000 PROFILE= CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 9.DOO PROF! LE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 8.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 9 - - .. 23AUG96 PAGE 12:50:59 THIS RUN EXECUTED 23AUG96 12:50:59 ************************************* HEC-2 WATER SURFACE PROFILES Version 4-6-2; May 1991 ************************************* T1 NEW TUCSON UNIT #29 T2 EXISTING CONDITIONS SUPERCRITICAL FLOODPLAIN ANALYSIS WASH 11 H11 T3 T4 ICON JOB No- GEDA9502 T5 PREPARED: AUGUST 20, 1996 REVISED: AUGUST 2D, 1996 T6 FILE: WASH_H-DAT J1 I CHECK INQ NINV STRT IDIR METRIC Q HVINS -1 J2 NPROF I PLOT PRFVS 452 XSECH XSECV FN ALLDC -1 FQ WSEL 3637_64 CHNIM IBW IT RACE 15 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 26 68 8 39 54 53 4 NC X1 GR GR -045 6 3642 3634 _045 10 100 153 .020 144 3640 3636 .100 153 120 156 .300 210 3638 3638 201 130 160 205 3636 3640 137 167 3634 3642 144 173 X1 GR GR GR 5 3636 3632 3634 12 100 155 184 163 3634 3630 3636 170 113 163 200 160 3632 3631 .2 175 125 166 168 3630.5 3630 14D 170 3632 3632 148 178 X1 GR GR GR 4 3632 3628 3632 11 100 183 220 183 3630 3626 203 130 189 188 3628.7 3626 194 150 192 190 3629.2 3628 155 203 3628 3630 165 211 X1 GR GR 3 3628 3624 8 100 183 162 3626 3626 183 128 190 228 3624 3628 224 162 198 225 3622 172 3622 175 X1 GR GR 2 3624 3618 9 100 129 121 3622 3620 129 108 135 200 3620 3622 196 115 145 198 3618 3623 121 160 3617.3 126 .. .. .. .. .. .. .. - - - - - 23AUG96 X1 GR GR 1 3618 3618 PAGE 12:50:59 6 100 137 110 3616 128 110 0 3614 0 120 0 3614 123 3616 128 2 ... - 23AUG96 SECNO Q TIME SLOPE ... .. PAGE 12:50:59 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL 3637.64 30.8 2.91 0• 3637.64 23.1 .045 0 EG ACH XNCH ICC ... FLOW OISTRIBUTION FOR SECNO= - 137. 144. STA= 131. 153. 156. 159. PER Q= 15.0 76.4 5.9 1.0 1.8 7.9 AREA= 4.7 18.5 32.7 2.7 1. 7 3.7 10.6 3.3 1.6 VEL= DEPTH= 2.6 3.6 2.6 .8 .8 - - - - CLOSS TWA ELM IN TOPWIO L·BANK ELEV R·BANK ELEV SSTA ENOST *PROF .. HL VOL WTN CORAR 0 CCHV= .100 CEHV= .300 *SECNO 6.000 3720 CRITICAL DEPTH ASSUMED 6.000 3.64 3637.64 452.0 75.9 345.3 .00 3.28 10.55 .003607 o. 0. .. HV AROB XNR ICONT 6.00 3638.99 32.7 .020 4 CWSEL= 1.36 10.6 .045 0 .00 .0 .000 .00 .00 .0 3634.00 28.00 3634.00 3634.00 131.27 159.27 .34 .2 3630.00 43.70 3630.00 3630.00 125.99 177.61 3637.64 *SECNO 5.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 5.000 452.0 .00 .077922 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1.90 172.0 7.72 210. 3631.90 216.9 23.81 205. FLOW DISTRIBUTION FOR SECNO= 3632.88 63.2 8.73 201. 5.00 .00 22.3 .045 7 KRATIO 3636.64 9.1 .020 15 CWSEL= 3631.90 126. 140. 147. 163. STA= 170. 178. PER Q= 15.7 8.3 14.0 48.0 14.0 9.8 9.1 AREA= 5.2 7.2 7.2 8.7 VEL= 7.2 7.2 23.8 8.7 DEPTH= .7 .7 .5 1.3 1.D = 4.74 7.2 .045 0 4.65 2.01 .2 .000 .00 3 ... .. - . . .. .. .. ... ... ... ... . .. - 23AUG96 SECNO Q TIME SLOPE 12:50:59 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH PAGE CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 4_000 3301 HV CHANGED MORE THAN HVINS 33D2 WARNING: 4.000 452.0 ,01 .015846 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.50 25.6 2.53 160. 3628.50 425.6 12.87 168. FLOW DISTRIBUTION FOR SECNO= 3629.29 .8 1.62 175. 4_00 .00 10. 1 .045 6 KRATIO = 3630-93 33.1 .020 14 CWSEL= .45 2.43 .5 .045 0 5.02 .4 .ODO .DO .69 .3 3626.00 44.22 3628-00 3628.00 160.80 205.02 3.04 .3 .045 0 3.44 .6 .000 .00 .06 .5 3622.00 28.84 3624.00 3624.00 155.50 184.34 3.39 9.5 .045 0 3.51 .8 .000 .00 .03 .6 3617.30 24.17 3618.00 3618.00 113.28 137.45 3628.50 STA= 161 . 165. 183. 203. 205. PER Q= .4 94.1 .2 5.3 AREA= 1. 1 9.1 33.1 .5 VEL= 1.7 2.6 12.9 1.6 DEPTH= .3 .5 1.7 .3 *SECNO 3_000 3301 HV CHANGED MCRE THAN HVINS 3.000 452_0 .01 • 020898 2.38 2.0 1.58 188 • 3624.38 449.6 14.04 190 • FLOW DISTRIBUTION FOR SECNO= 3625.34 .4 1.54 194. 3.00 .00 1.2 .045 6 3627.43 32.0 .020 11 CWSEL= 3624.38 STA= 155. 162. 183. 184. PER Q= .4 99.5 •1 32.0 AREA= 1.2 .3 VEL= 1.6 14.0 1.5 DEPTH= .2 1.5 .2 *SECNO 2.000 2.000 452.0 .02 .012105 3.19 41.5 4.43 228. 3620.49 368.7 16.22 225. 3621.59 41.8 4.38 224. .00 9.4 .045 5 3623.88 22.7 -020 14 4 .. .. .. .. .. . . .. ... .. .. .. .. 23AUG96 SECNO Q TIME SLOPE 12:50:59 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH FLOW DISTRIBUTION FOR SECNO= PAGE CR!WS QROB VROB XLOBR 2.00 WSELK ALOB XNL !TRIAL EG ACH XNCH !DC CWSEL= HV AROB XNR !CONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R-BANK ELEV SSTA ENDST 3620.49 STA= 113. 129. 135. 115. 137. 121PER Q= •1 9.1 .2 81.6 9.1 AREA= .4 8.9 22.7 8.9 .6 1.4 4.6 16.2 1.4 VEL= 4.6 DEPTH= .2 1.5 2.8 .2 1.5 *SECNO 1.000 3301 HV CHANGED MORE THAN HV!NS 3302 WARNING: 1.000 452.0 .02 •026882 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.40 .7 1.81 200 • 3616.40 450.7 16.04 198 • FLOW DISTRIBUTION FOR SECNO= 3617.56 .6 1.80 196. 1.00 STA= 108. 110. 128. 130. PER Q= 99.7 .2 .1 AREA= .4 28.1 .3 1.8 16.0 1.8 VEL= .2 1.6 DEPTH= .2 .00 .4 .045 7 KRAT!O = 1.49 3620.38 28.1 .020 8 CWSEL= 3616.4D 3.99 .3 .045 0 3.43 .9 .000 .00 .06 .7 3614.00 21.74 3616.00 3616.00 108.03 129.77 5 - - - - .. .. .. .. . - .. ... .. 23AUG96 12:50:59 PAGE THIS RUN EXECUTED 23AUG96 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE· ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WASH IIHII SU-RY PRINTOUT SECNO Q CWSEL VCH FRCH DEPTH TOPWID SSTA ENDST XLCH • • 6.DOO 452.0D 3637.64 1D.55 .98 3.64 28.00 131.27 159.27 .00 5.000 452.00 3631.90 23.81 3.68 1.90 43.70 125.99 177.61 205.00 • 4.000 452.00 3628.50 12.87 1.76 2.50 44.22 160.80 205.02 168.00 3.000 452.00 3624.38 14.04 2.00 2.38 28.84 155.50 164.34 190.00 2.000 452.00 3620.49 16.22 1. 70 3.19 24.17 113.28 137.45 225.00 1.000 452.00 3616.40 16.04 2.26 2.40 21.74 108.03 129.77 198.00 • 12:51:00 6 .. .. .. .. . .. .. .. . .. ... - .. 23AUG96 PAGE 12:50:59 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 6.000 PROFILE= CRITICAL DEPTH ASSUMED IW!NING SECNO= 5.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IW!NING SECNO= 4.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IW!NING SECNO= 1. 000 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 7 - JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 - - - CROSS SECTION #1 STATION STATION STATION STATION STATION STATION 0.00 31.00 37.00 45.00 52.00 73.00 . - -.. - 3572.00 3570.00 3568.20 3568.20 3570.00 3572.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.031 0.0100 ft/ft Channel Slope w. s. Elevation 3569.90 ft 24.09 sq.ft Area 20.76 ft Perimeter ft 31.32 Near Bank ft 51.62 Far Bank 128.10 cfs Discharge 5.32 fps Velocity .. .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION D.,oo" s~ "bl:.-p;"H ~ VEL~ 12.ecf's l.oY:: I .'l ' s.o.frs 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.045 0.045 - JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 ... - CROSS SECTION #2 STATION STATION STATION STATION STATION STATION STATION 0.00 30.00 37.00 42.00 48.00 54.00 61.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3576.00 3574.00 3572.00 3570.30 3572.00 3574.00 3576.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS - Equivalent Manning's 'n' 0.020 Channel Slope 0.0174 ft/ft W.S. Elevation 3572.31 ft Area 13.03 sq.ft Perimeter 13.61 ft Near Bank 35.93 ft Far Bank 48.92 ft Discharge 122.21 cfs Velocity 9.38 fps .. ... - .. - Q, 0 ., • s ~ I :U. .Js 1.'14 Y. bt.f'T'H • 2 Q ' ~£L' 'l4tps • 35?Z .31 - .. - 35?0.3 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.020 0.045 - W.AS~-~ - .. .. .. .. - JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 ,, CROSS SECTION #3 STATION STATION STATION STATION STATION STATION STATION 0.00 25.00 31.00 38.00 41.00 45.00 55.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3580.00 3578.00 3576.00 3574.40 3576.00 3578.00 3580.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS .. .. .. - '' I Equivalent Manning's 'n' 0.021 Channel Slope 0.0160 ft/ft W.S. Elevation 3576.45 ft Area 13.06 sq.ft Perimeter 13.03 ft Near Bank 29.64 ft Far Bank 41.91 ft Discharge 117.09 cfs Velocity 8.97 fps o/Oo~ 117 c.-fs. S-= f,(&o ·/. ~ t:lE l'71-1-:: 2.0' '-lev "' . D .f"pS. ;>S14A 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.045 0.045 - JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 - - CROSS SECTION #4 STATION STATION STATION STATION STATION STATION STATION 0.00 6.00 10.00 15.00 18.00 22.00 28.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3584.00 3582.00 3580.00 3578.30 3580.00 3582.00 3584.00 RESULTS Equivalent Manning's 'n' 0.021 Channel Slope 0.0183 ft/ft W.S. Elevation 3580.52 ft Area 11.51 sq.ft Perimeter 11.06 ft Near Bank 8.96 ft Far Bank 19.04 ft Discharge 112.15 cfs Velocity 9.75 fps - .. - - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S ~se.o.s.z O•oo • s .. \12. ds \.~·/. 'bE.r.'H .. 2 .:L ' '-lcL = 'l. '7 +.p.s \.. ?:,518.3 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.045 0.045 ... JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 ... CROSS SECTION #5 - STATION STATION STATION STATION STATION STATION STATION .. - - - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.045 0.045 ~sae~ .) - - 3588.00 3586.00 3584.00 3583.10 3584.00 3586.00 3587.00 Equivalent Manning's 'n' 0.034 Channel Slope 0.0192 ft/ft W.S. Elevation 3585.85 ft Area 16.33 sq.ft Perimeter 14.42 ft Near Bank 5.30 ft Far Bank 18.48 ft Discharge 106.11 cfs Velocity 6.50 fps ... .. .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - -. 0.00 5.00 9.00 10.00 12.00 19.00 27.00 ~ o,oo~ IO(D s~ 3S8S.SS c.fs ~i"T).j, l.qz. :/." 2. 7' {ft...• c..s+ps ~~:3..1 356'7 - - WASH JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 1\.I '~ CROSS SECTION #6 STATION STATION STATION STATION STATION STATION 0.00 5.00 10.00 11.00 14.00 19.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3592.00 3590.00 3588.00 3588.00 3590.00 3592.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' RESULTS -· Equivalent Manning's 'n' 0.020 Channel Slope 0.0267 ft/ft 3589.84 ft w.s. Elevation 8.65 sq.ft Area ft 9.29 Perimeter ft 5.39 Near Bank 13.77 ft Far Bank 100.13 cfs Discharge 11.57 fps Velocity - - - 35"T.Z.. ) :!?,.<. '"\... "" - ' 358'7. 84 O.•oo • \oo 1 .a -lei.-~ JJ.& - c.-fs s~ 2.t.~7·r. "De.::rrf-1 • - 0.045 0.020 0.020 0.020 0.045 1 .(p.s .. - w.4'51-i ,, :r " .. .. .. CROSS SECTION #1 STATION STATION STATION STATION STATION STATION 0.00 20.00 30.00 32.00 41.00 46.00 .. .. 'n' 'n' 'n' 'n' 'n' ) '"' c.b .. MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 0.045 0.032 0.020 0.032 0.045 3;;?2.. . . . 3572.00 3570.00 3568.00 3568.00 3570.00 3572.00 Equivalent Manning's 'n' 0.029 Channel Slope 0.0250 ft/ft W.S. Elevation 3569.59 ft Area 15.16 sq.ft Perimeter 17.42 ft Near Bank 22.06 ft Far Bank 39.15 ft Discharge 110.08 cfs Velocity 7.26 fps . - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS .. .. JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 01oo • \\0 S= ;z.so·/. 1;:EPT4 ~ l .(; ' VO:L~ Q.~+ps .. JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-20-1996 - .. .. .. CROSS SECTION #2 0.00 7.00 13.00 18.00 23.00 STATION STATION STATION STATION STATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3582.00 3580.00 3578.20 3580.00 3582.00 MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.020 Channel Slope 0.0286 ft/ft W.S. Elevation 3579.93 ft Area 9.10 sq.ft Perimeter 11.10 ft Near Bank 7.25 ft Far Bank 17.79 ft Discharge 100.13 cfs Velocity 11.01 fps .. .. .. .. .. ... _) Q,co~ s. l:c~' 100 ds .2.eis> •/; 1.'1' '-fEt.." II .o .fF's ... ... ... ... ... 'n' 'n' 'n' 'n' 3552.. 0.045 0.020 0.020 0.045 ... ... .. ... JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 WASI-l ,, k ,, CROSS SECTION #1 STATION STATION STATION STATION STATION STATION STATION 0.00 13.00 16.00 20.00 25.00 30.00 40.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3562.00 3560.00 3558.00 3556.80 3558.00 3560.00 3562.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S "" RESULTS ... Equivalent Manning's 'n' 0.024 Channel Slope 0.0141 ft/ft W.S. Elevation 3559.31 ft Area 20.58 sq.ft Perimeter 15.19 ft Near Bank 14.04 ft Far Bank 28.27 ft Discharge 188.13 cfs Velocity 9.14 fps "' "' ?:f'5/.D2.. "' "' I 00 c.~ .$• 1.4/11'. 1:£PTH "'- 2 .S ' Q,.., • "" . "' ... VGL.~CJ.Itps 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.040 0.040 ... JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 .. .. "' CROSS SECTION #2 STATION STATION STATION STATION STATION STATION STATION 0.00 25.00 29.00 32.00 36.00 41.00 45.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3566.00 3564.00 3562.00 3560.40 3562.00 3564.00 3566.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS ... Equivalent Manning's 'n' 0.024 Channel Slope 0.0211 ft/ft W.S. Elevation 3563.22 ft Area 17.47 sq.ft Perimeter 13.72 ft Near Bank 26.56 ft Far Bank 39.05 ft Discharge 181.20 cfs Velocity 10.37 fps . . ... "' ... ... I"' ... ... .. Ql<>o y s~ 1&1 cfs .t.uv. "1::£P1l-l = 26 ' ~cL ~ ro.4+f>s. 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.042 0.042 wASI-l ... JOB # GEDA9502 NEW TUCSON UNIT #28 ,, k. ,, BY: RKB 08-21-1996 .. CROSS SECTION #3 ... STATION STATION STATION STATION STATION STATION STATION STATION STATION .. .. . 0.00 10.00 17.00 24.00 31.00 35.00 40.00 50.00 61.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3570.00 3569.60 3569.70 3568.00 3566.00 3564.80 3566.00 3568.00 3570.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.045 0.020 0.020 0.045 0.045 RESULTS Equivalent Manning's 'n' 0.026 Channel Slope 0.0222 ft/ft w.s. Elevation 3567.06 ft Area 19.70 sq.ft Perimeter 18.58 ft Near Bank 27.29 ft Far Bank 45.30 ft Discharge 174.16 cfs Velocity 8.84 fps .. . .. ... . . . 3570 )·-----Otc"' = 1?4 c.t.s. s-:: "bS"TM : 2 ..22·/. _2 ,:?;, I 1/a ~ e.e{'?.s ( 3570 ... JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 ... ... ... ... CROSS SECTION #4 STATION STATION STATION STATION STATION STATION STATION 0.00 18.00 21.00 24.00 31.00 39.00 44.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3574.00 3572.00 3570.00 3569.00 3570.00 3572.00 3574.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS ... Equivalent Manning's 'n' 0.024 Channel Slope 0.0222 ft/ft W.S. Elevation 3570.96 ft Area 17.14 sq.ft Perimeter 15.92 ft Near Bank 19.56 ft Far Bank 34.84 ft Discharge 168.15 cfs Velocity 9.81 fps ... ... j 3574 D.Joo • s~ /(fo c.ts. .z.av. 1£PTH• 2.0' ~Et. ' 9 .8 f'p~ .. . 3~.0 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.045 0.045 . . . .. ... .. Wt6H 11 JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 k" CROSS SECTION #5 STATION STATION STATION STATION STATION STATION STATION 0.00 10.00 15.00 20.00 25.00 31.00 40.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3580.00 3578.00 3576.00 3574.00 3574.00 3576.00 3576.70 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.020 0.045 0.045 RESULTS ... Equivalent Manning's 'n' 0.033 Channel Slope 0.0211 ft/ft W.S. Elevation 3576.03 ft Area 21.48 sq.ft Perimeter 17.17 ft Near Bank 14.93 ft Far Bank 31.38 ft Discharge 162.21 cfs Velocity 7.55 fps .. "'" ... "'" ... Oooo ~ .. l::EP-rH ~ "'" ~., l(ol.. .fs. 2.11 Y. 2 .o ' ~a-= ?.s {f..s. ~57C. .'1 - - - - WA?H ,, k" CROSS SECTION #6 STATION STATION STATION STATION STATION STATION STATION 0.00 25.00 31.00 36.00 45.00 85.00 96.00 .. .. • • MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.045 0.045 _) ~4 3Se.4 s-. . 3584.00 3582.00 3580.00 3578.00 3580.00 3582.00 3584.00 Equivalent Manning's 'n' 0.021 Channel Slope 0.0179 ft/ft W.S. Elevation 3580.21 ft Area 17.41 sq.ft Perimeter 19.42 ft Near Bank 30.38 ft Far Bank 49.16 ft Discharge 155.29 cfs Velocity 8.92 fps QIC>O ~ .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - - JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 bE?TH ~ "'t:'- . .:fs ISS I. '7'1 '/. .2.2' 8-'7 +ps. \.3s?e .. WA~ - - ,, K.'' CROSS SECTION #7 STATION STATION STATION STATION STATION STATION STATION 0.00 10.00 21.00 24.00 28.00 36.00 59.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION - - - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.032 Channel Slope 0.0208 ft/ft W.S. Elevation 3585.45 ft Area 21.43 sq.ft Perimeter 21.08 ft Near Bank 13.05 ft Far Bank 33.78 ft Discharge 147.12 cfs Velocity 6.86 fps - - 3588.00 3586.00 3584.00 3583.60 3584.00 3586.00 3588.00 RESULTS - - JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 , 3SSS.4S Otao ~ 147 c{s, s"' .Z.D8 ·/. ~I'TH • I.e, ' '{~:v &.'1-tps. 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.045 0.045 - - JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 CROSS SECTION #8 STATION STATION STATION STATION STATION - 0.00 40.00 47.00 55.00 66.00 .. .. - - MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.020 Channel Slope 0.0217 ft/ft W.S. Elevation 3589.90 ft Area 13.56 sq.ft Perimeter 14.76 ft Near Bank 40.35 ft Far Bank 54.61 ft Discharge 140.20 cfs Velocity 10.34 fps -.. - 3592.00 3590.00 3588.00 3590.00 3592.00 RESULTS .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 0.100• l.do c-h S• 2.17•/. 1::£PTJ.h I •3% l:::£PTH ~ 1. e ' 1/c:L = e.o f'ps. - - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.028 Channel Slope 0.0233 ft/ft w.s. Elevation 3603.76 ft Area 15.14 sq.ft Perimeter 15.68 ft Near Bank 22.72 ft Far Bank 37.92 ft Discharge 121.18 cfs Velocity 8.01 fps ... .. 3606.00 3604.00 3602.00 3602.00 3604.00 3606.00 RESULTS .. .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 'n' 'n' 'n' 'n' 'n' 0.045 0.030 0.020 0.030 0.045 .. JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 - - CROSS SECTION #12 STATION STATION STATION STATION STATION STATION 0.00 5.00 11.00 13.00 18.00 68.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3612.00 3610.00 3608.00 3607.20 3608.00 3610.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.033 Channel Slope 0.0187 ft/ft W.S. Elevation 3609.01 ft Area 23.97 sq.ft Perimeter 35.54 ft Near Bank 7. 99 ft Far Bank 43.12 ft Discharge 115.17 cfs Velocity 4. 80 fps .. - J :Y,i2.. - .. - - l_ YolO aec• 115 c.+<; 1.env. bE?Tl1· 1.e' "El.. : 4.~ S• .ri= 1 3/c;07.2.. 'n' 'n' 'n' 'n' 'n' 0.035 0.035 0.020 0.020 0.042 - - WAS I-( ,, k." ... - - - BY: RKB 08-21-1996 CROSS SECTION #13 STATION STATION STATION STATION STATION STATION 0.00 11.00 24.00 25.00 33.00 42.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3616.00 3614.00 3612.00 3612.00 3614.00 3616.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.029 Channel Slope 0.0303 ft/ft W.S. Elevation 3613.54 ft Area 14.02 sq.ft Perimeter 17.49 ft Near Bank 13.98 ft Far Bank 31.17 ft Discharge 108.23 cfs Velocity 7.72 fps - - JOB # GEDA9502 NEW TUCSON UNIT #28 d_,oo • Ice c:. ~~ t-s. .;.o?. ·/. "'l£J"'7T1 : I .s ' VEL ' 'l.'7fP~ 'n' 'n' 'n' 'n' 'n' 0.045 0.030 0.020 0.030 0.045 ... JOB # GEDA9502 NEW TUCSON UNIT #28 BY: RKB 08-21-1996 .. .. CROSS SECTION #14 - STATION STATION STATION STATION STATION STATION - - - 3622.00 3620.00 3618.70 3618.70 3620.00 3622.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.031 Channel Slope 0.0240 ft/ft W.S. Elevation 3619.81 ft Area 16.39 sq.ft Perimeter 21.90 ft Near Bank 7.45 ft Far Bank 29.07 ft Discharge 100.11 cfs Velocity 6.11 fps - - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - - 0.00 7.00 10.00 18.00 31.00 48.00 Q 100 ~ s~ loe> c.:£:. z.Ao•/- "l:£PT+1 ~ I . I ' ~~'-" (p,( ..tp-s 'n' 'n' 'n' 'n' 'n' 0.040 0.040 0.020 0.045 0.045 - WAsl-1 '\ L" 26AUG96 - - - - - - PAGE 13:14:01 THIS RUN EXECUTED 26AUG96 13:14:01 ************************************* HEC·2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 T2 T3 T4 T5 T6 J1 NEW TUCSON UNIT #26 EXISTING CONDITIONS SUPERCRITICAL FLOODPLAIN ANALYSIS WASH 11 L11 ICON JOB No. GEDA9502 PREPARED: AUGUST 23, 1996 REVISED: AUGUST 26, 1996 FILE: WASH_L.DAT !CHECK INQ NINV STRT IDIR METRIC HVINS -1 J2 NPROF !PLOT PRFVS XSECV XSECH FN ALLDC ·1 Q WSEL 2480 3820 FQ CHNIM IBW !TRACE 15 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 26 6B 4 8 53 39 54 NC NH NH NH X1 GR GR GR GR GR GR .045 10 330 430 17 3622 3620.1 3617.7 3620.1 3618.7 3619 .045 .042 .045 .020 195 374 .100 .020 .020 .300 204 391 .045 .045 264 419 .020 .020 270 427 .042 .042 29 100 240 269 347 386 420 264 3620 3620.1 3618 3620.1 3620 3619 270 180 244 270 356 391 425 129 3618.6 3620 3620 3620.4 3620.4 3620 125 195 252 278 367 400 427 127 361B.6 3618 3620.8 3620 3620.4 3622 204 264 291 374 409 430 3620 3617.7 3620.8 3618.7 3620 225 265 330 378 419 NH NH NH X1 GR GR GR GR GR GR GR GR 11 301 442 16 3618 3616.5 3617.1 3616 3615.2 3615 3616.3 3615.7 .042 .020 .042 39 100 172 215 252 310 359 420 482 177 314 516 242 3616 3616 3617.1 3616.8 3616 3616 3616.3 3615.7 .020 .045 188 352 .045 .035 242 368 .020 .020 252 402 .042 .048 252 147 177 223 274 314 368 428 486 228 3615.9 3614.7 3616 3616.8 3616.7 3614 3616 3616 234 155 179 242 282 328 378 442 495 230 3616 3614.7 3615.3 3616 3616.7 3614 3615.8 3618 164 184 245 301 336 384 449 516 3616.5 3616 3615.3 3615.2 3616 3616 3616.1 170 188 249 304 352 402 462 .. - .. - ... ... ... ... ... - 26AUG96 13:14:01 PAGE NK NK NK X1 GR GR GR GR GR GR 10 328 485 15 3611.7 3610.4 3610.5 3611.1 3610 3607.2 .042 .020 215 334 .045 .045 226 365 .020 .038 253 430 .032 .020 264 436 .042 .048 30 100 215 253 290 340 433 226 3610 3610 3610 3611.3 3611 3607.2 251 130 226 256 303 350 436 249 3609.2 3609.1 3609.8 3610 3611 3608 250 143 233 258 324 365 440 250 3609.4 3609.1 3609.8 3608.6 3610 3610 161 243 262 328 419 452 3610 3610 3610 3608.6 3608 3612 200 251 264 334 430 485 NK NK NK X1 GR GR GR GR GR GR GR GR 11 183 457 14 3606 3604.8 3604.7 3604 3605 3604.2 3606 3606 .042 .020 .040 36 30 100 167 213 322 365 419 464 61 213 .020 .042 68 365 .042 .020 138 385 .020 .045 158 444 .045 .025 138 3604 3604 3604.7 3606 3606 3604 3604 158 54 138 174 230 335 375 444 192 3602.9 3602.5 3604 3606.2 3606.1 3606 3602.7 181 61 141 183 245 340 385 445 189 3602.9 3602.3 3603.2 3606.2 3606.1 3606.5 3602.7 68 153 184 251 343 395 453 3604 3604 3603.2 3605.6 3606 3606.5 3604 158 194 280 349 404 457 NK NK X1 GR GR GR GR GR GR 9 411 13 3604 3600 3600.2 3599.2 3597.4 3597.4 .045 .020 30 100 147 196 366 415 485 118 420 118 3602 3598.6 3600.2 3600 3598 3598.4 .020 .042 147 108 153 211 380 420 494 169 460 266 3600 3598.6 3600.3 3600.2 3600 3600 .042 .020 260 118 160 270 395 427 498 354 498 262 3598.4 3600 3600 3600 3600.3 3602 .038 .045 366 508 .045 125 169 339 408 435 501 3598.4 3600.4 3599.2 3598 3600 3604 139 175 354 411 460 508 NK NK X1 GR GR GR GR GR 5 417 12 3596 3595.6 3593.4 3595.3 3596 .042 141 .020 169 .045 355 .020 374 .045 21 16 100 169 325 417 147 3594.8 3594 3594 3594 163 53 130 176 355 246 3594.7 3593.6 3594.4 3593.4 254 59 141 218 361 249 3594.8 3593.4 3594.4 3593.4 62 147 251 371 3594.6 3593.4 3595.4 3594 163 278 374 NK NK X1 GR GR GR GR 5 445 11 3592 3589.4 3588 3592 .042 290 .020 320 .048 336 .020 371 .032 16 100 211 336 445 336 3590 3598.5 3588 371 124 258 348 195 3588.4 3589 3588.2 202 143 290 360 198 3588.4 3589 3588.4 151 307 371 3598.1 3589.6 3590 181 320 394 464 n n 2 .. - - .. - - - .. ... - - 26AUG96 13:14:01 NH NH X1 GR GR GR GR 395 10 3588 3584 3584.4 3586 NH NH X1 X2 GR GR GR GR 362 9 2516 3584 3580 35a1 3579.3 NH NH X1 GR GR GR GR NH NH X1 GR GR GR GR GR PAGE .042 .020 17 100 15a 372 422 149 422 403 3586 3584.9 35a5.1 3588 .020 .045 417 117 230 3a9 447 153 447 19a 3584 3584.7 35a5. 1 .042 342 .032 3a9 .045 205 144 303 395 201 35a2.9 3584.6 3584.3 149 342 403 35a2.9 3584.4 3584 153 357 417 .042 .042 19 132 412 342 .020 136 .042 320 .03a 342 .020 362 253 242 249 100 141 2ao 360 35a2 35a0.9 35aO.a 35ao 114 160 320 362 35ao 35a0.9 35a0.5 35a2 129 234 329 405 3597.9 35a0.5 35ao 35a2.4 132 259 342 412 3597.9 35a0.7 3579.1 136 268 343 5 347 a 3578 3574 3573.1 3576 .042 144 .020 147 .042 233 .025 301 .045 16 100 150 240 347 233 3576 3574.a 3573.1 301 112 1a5 260 245 3574 3576 3573.3 240 13a 225 275 245 3573.a 3574 3573.6 144 233 290 3573.a 3571.3 3574 147 235 301 9 142 .042 .025 23 20 100 12a 168 19a 4a 168 17a 3570 3570 3568.9 3568.2 3570 .020 .042 19a 35 109 135 172 245 60 17a 232 3568 3568 3568 3568 3570.1 .042 .020 221 4a 116 142 17a 255 116 19a 22a 3568 3566.a 3567.4 3567.2 .020 .045 12a 255 .045 60 121 151 1a1 3570 3566.a 3567.4 3567.2 88 124 159 195 .042 15 100 188 242 230 219 3564 3565.1 3562 .020 2a9 153 19a 24a 270 300 3562.9 3564 3562.2 .042 305 159 219 270 306 301 3562.9 3562 3564 167 230 2a9 3564 3561 .a 3565.6 172 23a 306 .045 239 .020 265 .042 290 .020 315 .042 16 100 215 275 3ao 239 3557.2 3556 3556 265 165 239 290 199 3556 3555.6 3555.4 19a 17a 240 305 19a 3555.a 3555.6 3555.4 1aO 253 310 3556 3556 3556 184 265 315 7 6 7 3572 3570.5 3568 3568 3568 NH X1 GR GR GR 3566 3565.1 3561 .a NH NH X1 GR GR GR GR 5 3ao 5 355a 355a 3556.2 355a 3 6 3 .. - .. ... ... ... .. ... .. .. ... .. ... .. 26AUG96 NH NH X1 GR GR GR 13:14:01 PAGE .045 223 .032 233 .042 265 .020 304 .045 GR 5 410 4 3554 3552 3552 3552 20 100 223 250 304 265 3553.4 3551.3 3552.8 3552.4 304 121 230 258 311 250 3553.1 3552 3552 3552 254 136 233 265 350 252 3553.6 3553.1 3550.8 3552 159 240 273 370 3553.6 3552 3550.8 3554 188 248 301 410 NH NH X1 GR GR GR 5 285 3 3548 3546.9 3546 .042 108 .025 123 .045 179 .020 219 .045 15 100 138 219 179 3546 3546.7 3547.7 219 108 160 225 249 3545.1 3546 3547.1 242 112 179 255 249 3545.1 3545.2 3547.1 118 191 262 3546 3545 3548 123 214 285 NH NH X1 GR GR GR 6 .045 .042 12 100 210 285 112 320 179 3542 3540.9 3544 .040 179 .020 210 .032 245 .020 268 2 3542.5 3540 3542 268 112 232 320 200 3540 3540.4 206 179 245 200 3539.5 3540.4 191 259 3539.5 3541 201 268 NH NH X1 GR GR GR GR 5 308 1 3536.8 3534 3535.2 3536 .042 121 .020 142 .045 218 .020 290 .045 17 100 142 222 290 218 3536 3536 3535.2 3538 290 113 148 236 308 0 3534 3536.9 3535.7 0 121 167 255 0 3533.7 3536.7 3535.4 128 184 268 3533.7 3536 3535.4 132 218 276 4 - - 26AUG96 - - - .. .. - .. -.. .. .. .. - SECNO Q TIME SLOPE 13:14:01 DEPTH QLOB VLOB XLOBL PAGE C\ISEL QCH VCH XLCH CR!WS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR !CONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENOST *PROF 0 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 17.00D 3840 SECTION NOT HIGH ENOUGH 382D.OOO 36n.ooo 3617.700 36n.ooo 3840 SECTION NOT HIGH ENOUGH 3820.DOO 3n2.DDo 3617.700 3n2.DDO 3840 SECTION NOT HIGH ENOUGH 382D.OOO 3m.Doo 3617.700 3m.ooo 3nO CRITICAL DEPTH ASSUMED 17.000 3.89 3621.59 3621.59 382D.OO 3622.24 .65 2480.D 1D53.7 306.8 1119.5 23.D 232.4 225.8 .DO 4.53 .D37 .D20 .D3D 13.32 4.96 .DD5445 D. D. D. D 33 D FLOW DISTRIBUTION FOR SECNO= 17.DD CWSEL= .000 .000 .DOO .DO .D .DOD .00 0 0 0 .00 .0 3617.70 312.99 3618.0D 3618.0D 116.40 429.39 3621.59 378. 356. 386. 278. STA= 116. 180. 195. 264. 33D. 2D4. 24D. 270. 225. PER Q= 4.6 1D.4 8.1 12.4 4.6 6.3 12.3 3.D 4.0 3.8 6.2 8.2 23.1 49.4 34.4 33.4 50.6 46.3 32.8 26.9 48.1 AREA= 23.1 23.D 2D.7 4.6 2.9 11. 1 4.5 11.4 3.2 VEL= 2.2 4.2 4.1 13.3 4.8 2.5 2.9 2.3 1.5 1.3 1.5 DEPTH= .8 2.6 .9 2.1 3.D 2.3 3.8 STA= 386. 391. 419. 425. 429. PER Q= 4.1 4.4 1.6 6.D 37.1 15.D 6.1 AREA= 11.2 VEL= 9.2 2.9 9.9 6.3 1.3 2.5 DEPTH= 2.2 1.4 149D NH CARD USED *SECNO 16.DOO 3265 DIVIDED FLOW 33D1 HV CHANGED MORE THAN HV!NS 33D2 WARNING: 16.0DO 2480.D .00 • 064805 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.37 391.0 13.93 129. 3616.37 147.8 17.D3 127 . 3617.19 1941.2 16.08 125. .00 28.1 .D23 6 3620.26 8.7 .D2D 14 KRATIO = 3.45 3.89 120.7 .D23 0 1.65 .9 .ODO .00 .32 .8 3614.00 266.53 3616.0D 3616.0D 138.12 498.97 5 .. - - .. .. .. .. .. .. .. .. - .. .. - 26AUG96 SECNO Q TIME SLOPE 13:14:01 DEPTH QLOB VLOB XLOBL PAGE CWSEL QCH VCH XLCH FLOW DISTRIBUTION FOR SECNO= CRIWS QRQB VROB XLOBR 16.00 WSELK ALOB XNL !TRIAL EG ACH XNCH !DC CWSEL= HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R·BANK ELEV SSTA ENDST 3616.37 STA= 138. 179. 402. 384. 184. 242. 188. 482. 378. 252. 310. 359. 368. PER Q= 3.3 9.0 23.3 4.9 19.4 12.8 .3 6.0 7.9 4.8 3.1 3.1 AREA= 14.3 3.0 24.8 4.1 12.6 8.4 8.7 13.1 26.4 13.8 12.3 7.9 23.3 18.6 2.8 17.0 15.0 VEL= 6.5 26.7 4.6 33.7 23.1 9.6 9.9 1.4 DEPTH= 1.7 .3 2.4 1.4 1.0 .3 •1 .9 .2 .3 .9 STA= 482. 499. PER Q= 2.0 AREA= 8.2 VEL= 6.0 DEPTH= .5 1490 NH CARD USED *SECNO 15.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVJNS 3302 WARNING: 15.000 2480.0 .01 •018601 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3.65 584.4 5.21 228 • 3610.85 484.8 13. 11 230. FLOW DISTRIBUTION FOR SECNO= 3611.23 1410.8 8.85 234. 15.00 .00 112. 1 .042 5 KRATIO = 3612.16 37.0 .020 17 CWSEL= 1 .31 159.5 .031 0 .54 7.33 2.2 .000 .00 .77 2.3 3607.20 300.06 3610.00 3610.00 115.02 466.00 3610.85 440. 436. 433. 430. 419. 334. 251. 284. 200. 115. 143. 226. 161. STA= 4.8 10.6 8.5 6.5 4.9 3.6 11.7 7.3 2.4 19.5 4.4 PER Q= 9.6 13.0 10.9 20.3 9.7 32.3 16.9 37.0 19.5 25.5 27.9 44.8 22.6 AREA= 9.1 24.0 7.9 21.7 3.8 4.6 11.3 3.5 13. 1 6.5 5.3 4.8 VEL= 3.2 3.6 1.8 3.2 .4 .6 .5 1.5 .6 1.5 1.1 DEPTH= .8 466. STA= 440. 452. PER Q= 5.6 .6 22.2 5.9 AREA= 6.3 2.4 VEL= 1.8 DEPTH= .4 6 ... .. - . - .. ... ... -.. .. 26AUG96 SEC NO Q TIME SLOPE 13:14:01 DEPTH QLOB VLOB XLOBL PAGE CIISEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR ICONT HL VOL WTN CORAR L·BANK ELEV R·BANK ELEV SSTA ENDST CLOSS TWA ELM IN TOPWID 1490 NH CARD USED *SECNO 14.DDD 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 14.000 2480.0 .02 • 018623 2.71 515.3 6.57 249 • 3605.01 793.4 17.28 250. FLOW DISTRIBUTION FOR SECNO= 3605.73 1171.3 10.25 250. 14.00 .00 78.4 .031 7 3607.40 45.9 .020 11 CWSEL= 2.39 114.3 .023 0 4.65 3.7 .000 .00 - 11 3.9 3602.30 232.04 3604.00 3604.00 41.87 460.54 3605.01 461. 453. 213. 375. STA= 42. 61. 68. 100. 138. 158. 194. 12.5 3.2 4.3 PER Q= 9.9 3.3 32.0 13.4 13.8 3.6 4.0 29.1 8.4 16.4 33.6 26.8 45.9 AREA= 17.1 14.8 23.3 23.2 10.7 9.3 17.3 12.7 6.6 5.2 16.7 4.2 3.5 9.9 VEL= .4 1.1 •1 2.3 .9 1.4 DEPTH= .9 2.1 .7 .6 1490 NH CARD USED *SECNO 13.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 13.000 2480.0 .02 •028217 2.69 .0 .06 192. 3600.09 538.7 14.57 189 • FLOW DISTRIBUTION FOR SECNO= 3600.79 1941.3 13.92 181. 13.00 .00 .0 .045 5 3603.16 37.D .020 CWSEL= 8 3.07 139.5 .022 0 4.18 4.6 .000 .00 .07 4.8 3597.40 193.69 3600.00 3600.00 117.55 498.13 3600.09 498. 494. 420. 485. 415. 160. 169. 366. 147. STA= 118. 1.6 16.7 23.6 10.2 10.7 3.7 PER Q= 21.7 8.8 3.0 3.6 19.7 42.8 11 •9 20.2 15.2 19.0 37.0 7.1 AREA= 11.0 21.0 13.7 12.5 22.2 4.9 10.6 14.6 14.5 VEL= .9 2.2 2.4 .7 .4 •1 1.2 DEPTH= 1.3 .8 7 - - .. .. ... ... .. .. .. .. 26AUG96 SECNO Q TIME SLOPE 13:14:01 OEPTH QLOB VLOB XLOBL PAGE CliSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENDST 1490 NH CARD USED *SECNO 12.0DO 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 12.000 2480.0 .03 .018000 2.05 471.8 5.90 266. 3595.45 527.4 16.08 262. FLOW DISTRIBUTION FOR SECNO= 3595.88 1480.9 6.92 260. 12.00 .00 79.9 .034 5 3596.85 32.8 .020 11 CWSEL= 1.40 213.9 .032 0 5.81 6.1 .000 .00 .50 6.5 3593.40 365.12 3593.40 3593.40 32.98 405.16 3595.45 STA= 33. 96. 355. 361. 147. 163. 169. 130. 141. 176. 218. 251. 371. PER Q= 3.8 3.0 4.8 6.4 5.6 6.1 13.3 7.3 21.3 8.0 3.2 10.9 AREA= 30.4 19.7 10.5 20.5 18. 1 11.7 32.8 12.3 12.2 52.5 34.6 43.5 4.6 14.4 16.1 VEL= 3.1 3.8 6.6 15.5 16.1 16.1 6.4 5. 1 3.2 DEPTH= .4 1.7 2.0 .5 .6 1.9 1.7 1.2 1.0 1.6 2.0 2.0 STA= 371. 374. 405. PER Q= 3.0 3.3 AREA= 5.2 22.6 VEL= 14.3 3.6 DEPTH= 1.7 .7 1490 NH CARD USED *SECNO 11.000 )265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 11.000 2480.0 .03 •013306 2.57 935.5 6.97 246 • 3590.57 1327.2 15.54 249 • 3591.31 217.3 6.10 254. .00 134.1 .032 5 3592.91 85.4 .020 14 2.34 35.6 .032 0 3.84 7.8 .000 .00 .09 8.0 3588.00 174.42 3588.00 3588.40 117.17 408.52 8 .. 26AUG96 SECNO Q TIME SLOPE 13:14:D1 DEPTH QLOB VLOB XLOBL .. 3302 WARNING: .. . . -... !"' -.. .. CRIWS QROB VROB XLOBR 11.DD WSELK ALOB XNL !TRIAL EG ACH XNCH IDC CWSEL= HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3590.57 STA= 117. 143. 151. 3D7. 32D. 394. 4D9 . 336. 371. PER Q= 5.4 .4 4.8 14.9 6.7 5.9 53.5 8.4 4.1 17.4 28.3 85.4 AREA= 28.D 44.D 16.5 31.5 2.3 VEL= 4.8 6.8 8.4 1D.D 5.2 15.5 6.6 DEPTH= 1.1 2.2 .3 1.3 1.8 2.4 1.4 .3 149D NH CARD USED *SECNO 1D.DDD .. CWSEL OCH VCH XLCH FLOW DISTRIBUTION FOR SECNO= - PAGE 10.000 2480.0 .D4 .071957 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.42 2090.3 10.1D 195. 3585.32 358.8 22.04 198. FLOW DISTRIBUTION FOR SECNO= 3585.95 3D.9 14.33 202. 10.DD .00 2D7.0 .036 9 KRATIO = 2.33 3587.79 16.3 .02D 11 CWSEL= 2.47 2.2 .D2D D 5. 11 8.9 .DOD .OD .D1 9.1 3582.9D 294.D1 3584.3D 3584.DD 126.27 420.28 3585.32 417. 372. 389. 403. 357. STA= 126. 144. 149. 153. 3D3. 342. 158. 230. 3.0 14.5 5.3 6.5 PER Q= 3.3 5.3 5.3 21.6 14.0 3.4 9.2 7.5 16.3 13.7 9.6 6.2 AREA= 11.6 9.3 9.3 62.1 37.5 25.9 12.2 9.7 11.7 8.5 12.0 22.0 14. 1 7.2 14. 1 8.6 6.1 7.2 1D.9 VEL= 35.9 .4 1.2 .8 .9 .6 1.9 DEPTH= .7 1.9 .9 .7 2.4 .5 STA= 417. 420. 1.2 PER Q= 2.2 AREA= 14.3 VEL= DEPTH= .7 1490 NH CARD USED *SECNO 9.DOO 3265 DIVIDED FLOW 33D1 HV CHANGED MORE THAN HVINS 9 ... ... ... .. 26AUG96 SECNO Q TIME SLOPE 3302 WARNING: 9.000 2516.0 .05 .008947 DEPTH QLOB VLOB XLOBL 3.16 1436.9 4.45 19B. 3265 DIVIDED FLOW ... ... - - CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC 3582.62 213.6 3.88 205. 9.00 .oo 322.5 .041 5 HV AROB XNR ICONT KRATIO = 3583.57 60.1 .020 14 CWSEL= 1.30 55.1 .042 0 HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENDST .35 3.87 10.4 .000 .00 .35 10.4 3579.10 286.53 3580.00 3580.00 112.14 409.66 3582.26 112. 160. 405. STA= 141. 259. 234. 280. 320. 362. 342. PER Q= 16.6 3.0 6.8 5.7 8.9 9.1 8.5 7.0 34.4 101 • 1 AREA= 20.4 34.5 54.4 39.2 32.0 54.6 40.8 60.1 4.1 4.4 14.4 VEL= 3.7 5.0 4. 1 5.6 3.9 4.5 .7 1.4 1.5 1.4 3.0 DEPTH= 1.8 1.9 1.3 1.6 ,.. - 3582.26 865.5 14.41 201. FLOW DISTRIBUTION FOR SECNO= 1490 NH CARD USED *SECNO 8.0DO - CWSEL QCH VCH XLCH CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, - PAGE 13:14:01 .o 410. .6 .9 •1 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 8.DOO 2516.0 .05 • 040005 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3.75 310.4 6.57 253 • 3575.05 2151.2 17.41 249. FLOW OISTRIBUTION FOR SECNO= 3576.21 54.4 4.30 242. 8.00 .DO 47.2 .037 7 KRATIO = 2.11 3579.16 123.5 .025 14 CWSEL= 4.11 12.7 .045 0 3575.05 124. STA= 144. 150. 185. 301. 325. 233. 85.5 PER Q= 3.4 4.8 3.6 .5 2.2 14. 1 AREA= 7.2 22.7 3.2 123.5 12.7 6.1 VEL= 5.3 3.6 17.4 4.3 12.7 DEPTH= .7 .6 1.2 •1 1.8 .5 4.12 12.2 .000 .00 .28 11.7 3571.30 165.32 3574.00 3574.00 124.35 325.15 10 ... .. . - .. - - - - 26AUG96 SEC NO Q TIME SLOPE PAGE 13:14:01 DEPTH QLDB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VRDB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV ARDB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWIO L·BANK ELEV R·BANK ELEV SSTA ENDST 1490 NH CARD USED *SECNO 7.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: 7.000 2516.0 .05 • 019264 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.73 1645.4 10.77 245 • 3569.53 765.9 17.36 245. FLOW DISTRIBUTION FOR SECNO= 3570.38 104.7 3.83 240. 7.00 .00 152.8 .026 7 KRATIO = 35n.14 44.1 .020 11 CWSEL= 2.61 27.4 .045 0 .69 6.57 13.3 .000 .00 .45 12.6 3566.80 166.50 3568.00 3568.00 38.08 233.87 3569.53 198. STA= 38. 60. 234. 178. 116. 121. 168. 124. 128. 151. 159. PER Q= 11.2 3.3 7.1 4.2 30.4 6.5 5.6 10.9 9.2 8.0 3.5 44.1 AREA= 25.9 20.4 27.4 10.6 8.2 8.5 31.5 17.0 16.4 14.3 17.4 VEL= 10.9 4.1 16.7 3.8 8.7 13.6 6.2 20.1 16.6 12.3 DEPTH= 1.2 .4 1.4 .8 1.8 2.1 2.7 2.1 1.4 2.1 2.2 1490 NH CARD USED *SECNO 6.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 6.000 2516.0 .06 .017365 2.87 196.5 4.80 232. 3564.67 2314.2 14.95 228. FLOW DISTRIBUTION FOR SECNO= 3565.74 5.3 2.24 221. 6.00 .00 40.9 .042 5 3567.89 154.8 .022 11 CWSEL= 3564.67 3.22 2.4 .042 0 4.19 14.4 .000 .00 .06 13.4 3561.80 136.19 3564.00 3564.00 135.32 296.09 11 - - . .. .. .. .. - - .. .. .. 26AUG96 SECNO Q TIME SLOPE PAGE 13:14:01 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 135_ 289_ 167. STA= 219. 23D. 270. 296. PER Q= 7.4 1.9 4.7 79.8 .2 5-9 13.6 27.3 18.3 29.8 1D6.7 AREA= 2.4 6.5 18.8 5.4 3.6 6.3 VEL= 2-2 DEPTH= .9 .3 1.6 1.7 2.7 -3 1490 NH CARD USED *SECNO 5-DDO 3265 DIVIDED FLOW 5-DOD 2516.D _D7 • D33287 2.D5 276.4 5.37 3DD . 3557.45 890.D 19.61 3D1. FLOW DISTRIBUTION FOR SECNO= 3558.39 1349.6 11-97 305. 5.00 .00 51.4 .045 7 3.36 112.7 .027 0 3560.80 45-4 .D20 8 CWSEL= 7.07 15.8 .ODD .00 .01 14.6 3555.4D 201.69 3556.DD 3556-DD 145.D5 361.98 3557.45 315. 362. STA= 145. 239. 265. 180. 206. 290. 305. 310. 2756.B PER Q= 8.9 7.0 3.5 5. 1 4.2 6.3 20.4 2.4 35.4 AREA= 16.5 22.4 10.2 8.7 34.0 12.5 45.4 20.2 26.2 13.5 21.8 19.6 5.2 VEL= 5.7 4.8 19.6 7.9 7.9 19.6 5-3 DEPTH= .4 1. 7 1.3 1. 7 2.0 1.7 .7 .5 1.3 -8 1490 NH CARD USED *SECNO 4-000 3265 DIVIDED FLOW 3302 WARNING: 4.000 2516-D .07 •015151 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 2.66 384.5 4.76 199 . 3553.46 1629.9 16.74 198. FLOW DISTRIBUTION FOR SECNO= 3554.36 501.6 4.60 198_ 4.00 .00 80.7 .039 5 KRATIO = 3556.39 97-4 .020 14 CWSEL= 3553-46 2.94 109.0 .045 0 .67 4.28 17.0 .000 .00 .13 15.6 3550.80 242.51 3552.00 3552.00 118.69 399.32 12 .. ... ... ... ... ... ... ... - ... ... 26AUG96 SECNO Q TIME SLOPE PAGE 13:14:D1 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L·BANK ELEV R·BANK ELEV SSTA ENDST 119. 23D. 248. 3D4. 35D. 37D. 399. 223. 265. STA= PER Q= 3.4 4.3 4.D 3.5 64.8 11.D 6.1 2.8 29.9 12.7 19.2 18.9 97.4 58.2 29.3 21.5 AREA= 2.9 8.5 5.3 4.7 16.7 4.8 5.2 3.3 VEL= .3 1.3 .7 1.1 2.5 DEPTH= 1.8 1.1 1.5 149D NH CARD USED *SECNO 3.DDD 3265 DIVIDED FLOW 33D1 HV CHANGED MORE THAN HVJNS 3.DDO 2516.0 .D7 •022494 2.54 779.1 8.46 250. 3547.54 1698.7 19.01 252. FLOW DJSTRIBUTJCH FOR SECNO= 3548. 7D 38.2 2.67 254 • 3.0D .DO 92.1 .033 6 3551.67 89.4 .020 11 CWSEL= 4.13 14.3 .045 0 4.60 18.4 .000 .00 .12 16.8 3545.00 162.38 3546.DD 3546.00 1D1.86 273.10 6.26 19.5 .DDD .DD .22 17.7 3539.5D 162.35 3540.DD 3541.DD 119.D7 281.41 3547.54 STA= 102. 112. 118. 123. 138. 179. 219. 273. PER Q= 5.2 9.4 5.5 3.4 7.5 67.5 1.5 AREA= 12.6 14.6 14.3 38.7 9.9 16.3 89.4 4.9 VEL= 10.3 16.1 13.9 5.2 19.0 2.7 DEPTH= .9 2.4 1.1 1.2 2.0 2.2 .3 1490 NH CARD USED *SECNO 2.DOO 3301 HV CHANGED MORE THAN HVJNS 2.00D 2516.0 .D8 .D283D7 2.29 311.0 5.8D 249. 3541.79 2188.1 15.72 249. FLOW DISTRIBUTION FOR SECNO= 3542.76 16.9 3.2D 242. 2.DD .00 53.6 .D4D 6 3545.19 139.2 .D21 11 CWSEL= 354 ,_ 79 3.40 5.3 .D42 D 13 ... ... - ... ... .. - - .. - 26AUG96 SECNO Q TIME SLOPE PAGE 13:14:01 DEPTH QLOB VLOB XLOBL CIISEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR CLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 119. 210. 245. 281179. 268. STA= _7 PER Q= 12.4 53.8 16.1 17.0 65.7 44.3 29.3 AREA= 53.6 5.3 VEL= 5.8 20.6 9.1 14-7 3.2 DEPTH= .9 2.1 1-3 1.3 .4 1490 NH CARD USED *SECNO L 000 3265 DIVIDED FLOW LOOO 2516.0 .08 .024375 2.89 1515.5 15.99 200. 3536.58 997.0 12.44 200. FLOW DISTRIBUTION FOR SECNO= 3537.39 3.5 2.26 206. LOO .00 94.8 .023 6 3539.93 80.1 .020 17 CWSEL= 3.34 1-5 .045 0 3536.58 STA= 104. 121128. 132. 142. 218. 290. 295. PER Q= 4.0 17.2 10.8 24.6 3.6 39.6 •1 AREA= 15.4 19.1 11-5 27.3 21.4 80.1 1.5 VEL= 6.5 22.7 22.7 4.3 12.4 23.5 2.3 DEPTH= .9 2.7 2.9 2.7 .3 1. 1 .3 5.25 20.4 .000 .00 .02 18.4 3533.70 162.40 3536.00 3536.00 103.52 295.25 14 .. .. ... .. ... - 26AUG96 - -... - - - THIS RUN EXECUTED 26AUG96 Version 4-6-2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WASH 11 ln SUMMARY PRINTOUT SEC NO Q CWSEL VCH FRCH DEPTH TOPWID SSTA ENDST XLCH • 17-0DD 248D-DD 3621-59 13-32 1.2D 3.89 312.99 116.4D 429-39 _Do • • 16-DDO 248D.DO 3616.37 17.D3 3.22 2.37 266.53 138.12 498.97 127.DD 15-DDD 248D.DD 361D.85 13. 11 1.9D 3.65 3DD.D6 115.D2 466.DD 23D.DD 14.DDD 2480.DD 36D5.D1 17.28 2.D1 2. 71 232.D4 41.87 46D.54 25D.DD 13.DDD 248D.DD 36DD.D9 14.57 2.27 2_69 193.69 117.55 498.13 189.DD 12.DDD 248D.DD 3595.45 16.D8 1.98 2.D5 365.12 32.98 4D5.16 262.DD 11.DDD 248D.DD 359D.57 15.54 1.75 2_57 174.42 117.17 4D8-52 249.DD • • 1D.DDD 248D-DD 3585.32 22.D4 3.6D 2.42 294.D1 126.27 42D.28 198.DD 9.DDD 2516.DD 3582.26 14.41 1.47 3_ 16 286.53 112.14 4D9.66 2D1.DD • • 8-DDD 2516-DD 3575 .D5 17.41 2.28 3.75 165.32 124.35 325.15 249.DD 7.DDD 2516.DD 3569.53 17.36 2.D6 2.73 166.5D 38.D8 233.87 245.DD 6.DDD 2516.DD 3564.67 14.95 1.77 2.87 136.19 135.32 296.D9 228-DD 5.DDD 2516.DD 3557.45 19.61 2.62 2.D5 2D1.69 145.D5 361.98 3D1.DD 4.DDD 2516.DD 3553.46 16.74 1.87 2.66 242.51 118.69 399.32 198.DD 3.DDD 2516.DD 3547.54 19.D1 2.24 2.54 162.38 1D1.86 273.1D 252.DD 2.DDD 2516.DD 3541.79 15.72 2.21 2.29 162.35 119.D7 281.41 249.DD 1.DDD 2516.DD 3536_58 12.44 2.D8 2.89 162.4D 1D3-52 295.25 2DD.DD .. .. PAGE ************************************* HEC-2 WATER SURFACE PROFILES .. - 13:14:D1 • 13:14:06 15 - .. .. .. .. .. - - 26AUG96 PAGE 13:14:D1 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 17.DDD PROFILE= CRITICAL DEPTH ASSUMED WARNING SECNO= 16.DDD PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15.DDD PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1D.DD0 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.DDD PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 8.DDD PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 7.DDD PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.DDD PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 16 .. JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-26-1996 CROSS SECTION #1 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION - . . .. 35~ ( 353s.? s~ I.'~DY. "'l:x:.1>'TJ..i "' I .5 .. - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' ..)~-----~~ 'C:. ;--------------- .. .. 3538.00 3537.70 3536.80 3536.50 3536.50 3536.60 3536.00 3535.70 3535.70 3536.00 3537.30 Equivalent Manning's 'n' 0.039 Channel Slope 0.0130 ft/ft w.s. Elevation 3537.24 ft Area 120.57 sq.ft Perimeter 141.66 ft Near Bank 121.05 ft Far Bank 262.64 ft Discharge 465.89 cfs Velocity 3.86 fps .. • ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS .. .. 100.00 118.00 124.00 130.00 148.00 160.00 182.00 193.00 198.00 212.00 265.00 I ~ £"' -= 3 .9 .fps 0.045 0.045 0.032 0.020 0.032 0.042 0.042 0.042 0.042 0.045 - - - W-A:S't-\ ,, M CROSS SECTION #2 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 12.00 26.00 50.00 78.00 102.00 170.00 178.00 183.00 190.00 196.00 224.00 - - 3542.80 3542.70 3542.00 3541.40 3541.10 3541.20 3540.00 3539.00 3539.00 3540.00 3542.00 3544.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.016 0.042 0.042 0.042 0.042 0.045 0.020 0.020 0.020 0.042 0.042 Equivalent Manning's 'n' 0.036 Channel Slope 0.0126 ft/ft 3541.46 ft w.s. Elevation Area 116.34 sq.ft 147.04 ft Perimeter 47.72 ft Near Bank ft Far Bank 194.37 Discharge 465.91 cfs Velocity 4.00 fps - - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-26-1996 11 f ( 3$411 ) - 3542.6 Q 1oo ~ 40scJs s ~ 1.2t.>V. :1:£?"TH ' ,2.' 5 ' {€,_ ~ 4 .o f'ps '3541.4(, .. JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-26-1996 . CROSS SECTION #3 .. STATION STATION STATION STATION STATION STATION STATION STATION . . - 0.00 10.00 20.00 25.00 36.00 53.00 65.00 99.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION Equivalent Manning's 'n' 0.027 Channel Slope 0.0155 ft/ft W.S. Elevation 3544.62 ft Area 55.59 sq.ft Perimeter 40.22 ft Near Bank 16.90 ft Far Bank 56.72 ft Discharge 465.55 cfs Velocity 8.37 fps . - - J • 35 44 . V.L .. .. - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS - - 3546.20 3546.00 3544.00 3542.50 3542.50 3544.00 3546.00 3548.00 01oo• S ~ 4£,5ch I.SSY. J:£ri1.1 < 2. I ' Vf:(..' <5 4..{;>s 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.042 0.042 0.032 0.020 0.032 0.045 0.042 .. \JA5H "M" .. - - CROSS SECTION #4 STATION STATION STATION STATION STATION STATION STATION STATION 0.00 12.00 18.00 22.00 29.00 36.00 47.00 68.00 .. - - - 3549.30 3548.00 3546.00 3545.50 3545.50 3546.00 3548.00 3549.40 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.032 Channel Slope 0.0214 ft/ft W.S. Elevation 3547.76 ft Area 51.07 sq.ft Perimeter 33.45 ft Near Bank 12.72 ft Far Bank 45.68 ft Discharge 465.39 cfs Velocity 9.11 fps . .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - -.. JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-26-1996 01oo ' 5 ~ c..fs. J\C.S .2 14 '/. 1:£.1'71-1= ;.3' ~£(...' '!./ 75 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.032 0.020 0.032 0.045 0.045 - WAsl-1 - .. - - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-26-1996 \\ t-1 ,, CROSS SECTION #5 0.00 29.00 38.00 40.00 48.00 59.00 76.00 79.00 81.00 84.00 90.00 STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3552.00 3550.00 3549.70 3549.70 3550.00 3550.90 3550.00 3549.40 3549.40 3550.00 3552.00 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.040 Channel Slope 0.0208 ft/ft W.S. Elevation 3551.34 ft Area 83.26 sq.ft Perimeter 78.97 ft Near Bank 9.52 ft Far Bank 88.03 ft Discharge 465.19 cfs Velocity 5.59 fps .. - f - -.. - - ~----------~~~~3~55~/~-3~4~---------------t O•oo ~ 4(.5 Js. s ~ .z.oe·,-;; 1:£PIH ~ 1.'1' -)[L o 5.(. +'"ps ( ~~ 0.045 0.045 0.045 0.045 0.040 0.042 0.020 0.020 0.020 0.045 - WAsH - STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION - - 0.00 4.00 12.00 18.00 20.00 25.00 30.00 32.00 37.00 40.00 49.00 74.00 85.00 98.00 - J ~.I l Q,oo ~ 4Us£s s ~ 1.81 ·.r. ~ 2. s ,fEL ~ <;.,4 l:E,:<;;-, - 3556.10 3556.00 3554.00 3553.70 3553.70 3554.00 3554.00 3553.20 3553.20 3554.00 3555.40 3555.30 3555.30 3556.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.036 0.0181 ft/ft Channel Slope ft 3555.71 w. s . Elevation 86.03 sq.ft Area 88.03 ft Perimeter 5.17 ft Near Bank ft 92.59 Far Bank 465.74 cfs Discharge 5.41 fps Velocity - .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS .. .. ,, M ,, CROSS SECTION #6 .. . JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-26-1996 , +p.s 3553.'] 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.045 0.020 0.038 0.045 0.020 0.020 0.020 0.045 0.045 0.045 0.045 - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-26-1996 - - - CROSS SECTION #7 STATION STATION STATION STATION STATION STATION STATION - 0.00 7.00 10.00 15.00 25.00 29.00 38.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3560.00 3558.00 3557.30 3556.90 3556.90 3558.00 3560.00 RESULTS Equivalent Manning's 'n' 0.028 Channel Slope 0.0200 ft/ft W.S. Elevation 3559.07 ft Area 46.72 sq.ft Perimeter 31.03 ft Near Bank 3.27 ft Far Bank 33.79 ft Discharge 465.54 cfs Velocity 9.97 fps - - - < ... .. - - MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Otoo • 4(6 c:.~ s~;z.oo·l"'. b=.~~.2.2' VEL. ' lo.o +p... 355.,. I)? 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.032 0.032 0.020 0.032 0.045 - - - - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 CROSS SECTION #8 STATION STATION STATION STATION STATION STATION STATION ... . ... - 3564.00 3562.00 3560.20 3560.20 3562.00 3562.70 3564.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.029 Channel Slope 0.0159 ft/ft W.S. Elevation 3562.94 ft Area 61.86 sq.ft Perimeter 48.15 ft Near Bank 3.70 ft Far Bank 51.18 ft Discharge 465.61 cfs Velocity 7.53 fps .. - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - - 0.00 7.00 12.00 21.00 29.00 48.00 65.00 O,oo " 4V5 cf's. .5 = IS'I•/. 1)c-pn./ ~ VEL-" 2 .7 ) '{.s .(:''P"' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.032 0.020 0.032 0.042 0.042 - - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 WA<:::J-1 " M,, CROSS SECTION #9 STATION STATION STATION STATION STATION STATION STATION 0.00 44.00 65.00 68.00 72.00 75.00 80.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3566.00 3564.90 3564.00 3562.90 3562.90 3564.00 3566.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' RESULTS Equivalent Manning's 'n' 0.038 Channel Slope 0.0217 ft/ft W.S. Elevation 3565.85 ft Area 78.12 sq.ft Perimeter 74.51 ft Near Bank 5.90 ft Far Bank 79.63 ft Discharge 465.45 cfs Velocity 5. 96 fps - - -.. ~---..,=:::::::::====:==--·=-3sc.::::.;:s:..;·c.::es=-'----- <3SlD(p 7 35(,(; .. .. . . . .. Q,co ~ 4(9£" ~~ .s ~ ,2.1? y; l:lc.~ "- 2 ,"j , \j'f:l.," &.o +ps 0.042 0.042 0.042 0.020 0.032 0.045 JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 .. .. . . CROSS SECTION #10 STATION STATION STATION STATION STATION STATION STATION o.oo 13.00 17.00 25.00 33.00 50.00 64.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3568.70 3568.00 3566.10 3566.10 3567.10 3568.00 3570.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S !"' RESULTS Equivalent Manning's 'n' 0.033 Channel Slope 0.0173 ft/ft W.S. Elevation 3568.66 ft Area 68.00 sq.ft Perimeter 54.54 ft Near Bank 0. 68 ft Far Bank 54. 64 ft Discharge 465.57 cfs Velocity 6.85 fps !"' .. .. . .. .. . ' f 35(,e,'/ ssu:... 1 Q !Do ~ 4(.,S "-t-;.. \.'1~'/. S' . .. . "'!£17T'l-1 vE~.- ~ , _2.(, / &.s..(';:o~ 3570 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.032 0.020 0.032 0.045 0.045 .. JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 .. .. .. CROSS SECTION #11 STATION STATION STATION STATION STATION STATION 0.00 44.00 49.00 53.00 58.00 95.00 I"' MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.042 Channel Slope 0.0187 ft/ft W.S. Elevation 3571.64 ft Area 89.45 sq.ft Perimeter 81.00 ft Near Bank 7.83 ft Far Bank 88.41 ft Discharge 465.62 cfs Velocity 5.21 fps - .. . Q100 ~ 4(.5 e..{~ 1 .en Y. .,. s~ . l:£f'T"H • ;. ."l . .. 3572.00 3570.00 3568.70 3568.70 3570.00 3572.00 RESULTS .. .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION I vr'-"'" <;.z..+r-> 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.045 0.045 .. JOB # GEDA9502 NEW TUCSON UNIT #26 - - - BY: RKB 08-27-1996 CROSS SECTION #12 STATION STATION STATION STATION STATION STATION STATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3578.00 3576.00 3574.00 3573.50 3574.00 3576.00 3577.10 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS - Equivalent Manning's 'n' 0.033 Channel Slope 0.0185 ft/ft W.S. Elevation 3577.09 ft Area 68.72 sq.ft Perimeter 57.99 ft Near Bank 23.63 ft Far Bank 80.93 ft Discharge 465.49 cfs Velocity 6.77 fps - - 0.00 52.00 60.00 62.00 64.00 73.00 81.00 01oo~ S< 4C65 /.85""/,. ~· 3J/ '-lee.. ~ efs. ~, .e t?.s l %~3.S 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.032 0.020 0.020 0.032 0.045 - ... - - W.ASt.J.. "M '' CROSS SECTION #13 STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 8.00 11.00 12.00 14.00 20.00 25.00 30.00 35.00 ... .. - 3581.40 3580.00 3579.30 3579.30 3580.00 3578.30 3578.30 3580.00 3582.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.030 Channel Slope 0.0214 ft/ft W.S. Elevation 3581.05 ft Area 47.91 sq.ft Perimeter 31.63 ft Near Bank 2. 00 ft Far Bank 32.62 ft Discharge 465.49 cfs Velocity 9.72 fps .. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 3'58•. as- Q.,o.. • 4£,5 ,fs. s ~ ,2.!4V. "'1;;;J!EP1'H • ;2 . '7 ' ~ £I._ ~ '1 .'7 .fp.!!. 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.020 0.020 0.045 0.045 - - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 CROSS SECTION #14 STATION STATION STATION STATION STATION STATION STATION STATION 0.00 12.00 18.00 20.00 24.00 29.00 38.00 55.00 - ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3585.30 3584.00 3582.00 3580.90 3580.90 3582.00 3584.00 3586.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.045 0.045 0.020 0.020 0.020 0.045 0.045 RESULTS Equivalent Manning's 'n' 0.030 Channel Slope 0.0144 ft/ft W.S. Elevation 3584.33 ft Area 54.80 sq.ft Perimeter 32.84 ft Near Bank 8.95 ft Far Bank 40.81 ft Discharge 465.37 cfs Velocity 8.49 fps - -... ... l. ... r ~s.~ .. ... - Q =• 1 4-&S ,ts. S. ~ I .44 •/. b<:.t>To-1 • 3 .4 '-fEL -. ~ s-+7-,_ 3~ .. .. .. w~~-~ ''N ·• CROSS SECTION #l STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 0.00 21.00 29.00 31.00 34.00 43.00 46.00 57.00 68.00 120.00 .. .. .. . . - - 3590.00 3589.60 3588.00 3587.70 3588.00 3589.20 3589.20 3588.40 3588.40 3590.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.040 Channel Slope 0.0278 ft/ft W.S. Elevation 3589.54 ft Area 66.01 sq.ft Perimeter 84.22 ft Near Bank 21.28 ft Far Bank 105.19 ft Discharge 348.86 cfs Velocity 5.28 fps .. . ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS -.. - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 ( '-567.7 Q •oo = 2>4e ,J;. s = 2.'76 •/. 1::>'t:P7H " i.: 1.- • I .~ ' s 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 'n' 0.042 0.042 0.020 0.020 0.040 0.040 0.042 0.042 0.045 - .. - WJ'ICH STATION STATION STATION STATION STATION STATION 0.00 80.00 88.00 102.00 115.00 132.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 3596.00 3594.00 3593.50 3593.50 3594.00 3596.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS Equivalent Manning's 'n' 0.030 Channel Slope 0.0342 ft/ft W.S. Elevation 3594.70 ft Area 48.55 sq.ft Perimeter 68.96 ft Near Bank 52.05 ft Far Bank 120.94 ft Discharge 348.52 cfs Velocity 7.18 fps - .. BY: RKB CROSS SECTION #2 - - '' N '' 08-27-1996 .. . .. . JOB # GEDA9502 NEW TUCSON UNIT #26 Q 100 ~ 34eefs s., 3 .4.Z.Y. L:>El"711 = I . .2. / v£~.- ~ 'l.z. +ps. 'n' 'n' 'n' 'n' 'n' 0.042 0.032 0.020 0.032 0.042 .. 0k,l./ ... - - STATION STATION STATION STATION STATION STATION 0.00 4.00 8.00 11.00 15.00 20.00 3588.00 3586.00 3585.20 3585.20 3586.00 3588.00 MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.031 Channel Slope 0.0194 ft/ft W.S. Elevation 3587.25 ft Area 22.85 sq.ft Perimeter 17.31 ft Near Bank 1. 50 ft Far Bank 18 .12 ft Discharge 182.16 cfs Velocity 7.97 fps .. - - -.. Q,oo • /82 ~+s s • J.'14X . ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS .. - 0" CROSS SECTION #1 ... -.. \1 JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 ~·2o' V£L ~ e.o +fs 'n' 'n' 'n' 'n' 'n' 0.048 0.032 0.020 0.032 0.048 ... - WA5H \10 ,, - .. .. CROSS SECTION #2 STATION STATION STATION STATION STATION 0.00 13.00 16.00 18.00 50.00 .. ... ... • • 182 ,_{:::, ()too • s-, 1:le?TH . 3592.00 3590.00 3589.50 3590.00 3592.00 MANNING'S MANNING'S MANNING'S MANNING'S Equivalent Manning's 'n' 0.036 Channel Slope 0.0203 ft/ft W.S. Elevation 3591.50 ft Area 34.20 sq.ft Perimeter 39.10 ft Near Bank 3.23 ft Far Bank 42.06 ft Discharge 182.19 cfs Velocity 5.33 fps . ... ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION RESULTS ... .. JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 1'Eit...... ~ 2.o~v. z.a' 5. ~ f'p ... 'n' 'n' 'n' 'n' 0.042 0.020 0.020 0.042 - JOB # GEDA9502 NEW TUCSON UNIT #26 BY: RKB 08-27-1996 - .. - CROSS SECTION #3 STATION STATION STATION STATION STATION STATION 0.00 11.00 14.00 21.00 25.00 84.00 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION Equivalent Manning's 'n' 0.033 Channel Slope 0.0250 ft/ft W.S. Elevation 3594.76 ft Area 31.12 sq.ft Perimeter 40.86 ft Near Bank 6. 84 ft Far Bank 47.33 ft Discharge 182.27 cfs Velocity 5.86 fps - -. ... 1 ... • • MANNING'S MANNING'S MANNING'S MANNING'S MANNING'S RESULTS -. . 3596.00 3594.00 3593.00 3593.00 3594.00 3596.00 Dlo<> • 182 ,_(:.. s. 2.5() "L;;c-pn.i ~ I .8 ' VEt..-= s.~ -+f,s 39'7.3 'n' 'n' 'n' 'n' 'n' 0.045 0.042 0.020 0.042 0.042 T r r r r r r r r r r r r r r r_;-- APPENDIX C DRAINAGE EXHIBIT 3 .(. - --··: 13 24 . ~ 25 26 .) ., I -....., \ 34 35 ' ....... - 36 -- 3 -~ .. .. ..... - ~ · · .. :, II 10 \ , ~ 17 14 13 \~ 20 23 24 /': '} I[ f 22 19 I I ?I 22 I I \ cr J \ I zo 25 29 \ • • . : . : · · •••• 0 •• 0 •••• 28 . .... ....~~~--- .......... ....:. I 27 I 25 I . f':j 1 ~ : i ~: ~ 6 : ~' CORONADO j/ ·. : : I II I JC: ~ 35~/ ~: I.4Jt '36 .............1--:/ ~l ..., .......... .""'l'"""" : tl: I 2~, ,I 2 I ~ : 12 7