1***************************************** ***************************************

* * * *

* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *

* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *

* VERSION 4.1 * * 609 SECOND STREET *

* * * DAVIS, CALIFORNIA 95616 *

* RUN DATE 28JUL10 TIME 12:54:22 * * (916) 756-1104 *

* * * *

***************************************** ***************************************

 

 

 

 

 

X X XXXXXXX XXXXX X

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X X X X X

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X X XXXXXXX XXXXX XXX

 

 

 

 

THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW.

 

THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.

THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION

NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,

DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION

KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

 

 

1 HEC-1 INPUT PAGE 1

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

*DIAGRAM

*** FREE ***

1 ID BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY

2 ID DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS

3 ID PREPARED FOR CITY OF LAS VEGAS

4 ID INPUT FILE NAME = SW4CH.DAT INPUT FILE DATE = JULY 2010

5 ID HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:

6 ID

7 ID CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE

8 ID CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)

9 ID RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

10 ID INPUT FILE = SW4.DAT

11 ID INPUT FILE DATE = MAY 2008

12 ID DESIGN STORM = 100-YEAR 6-HR STORM

13 ID STORM DISTRIBUTION = SDN #4

14 ID MODELED BY PBS&J (BRIAN ROWLEY, E.I., CFM)

15 ID CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)

16 ID STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)

17 ID

18 ID REFERENCED HYDROLOGIC MODELS:

19 ID CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)

20 ID PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)

21 ID FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)

22 ID HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)

23 ID AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)

24 ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT

25 ID (VTN NEVADA, MAY 2003)

26 ID MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)

27 ID OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)

28 ID MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)

29 ID OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)

30 ID

31 ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:

32 ID

33 ID AREA DARF

34 ID SQ. MI.

35 ID 8-9 0.875

36 ID 9-10 0.865

37 ID 10-11 0.857

38 ID 11-12 0.85

39 ID

40 IT 5 0 0 300

41 IO 5 0 0

42 IN 5 0 0

43 JR PREC 0.875 0.865 0.857 0.85

*

44 KK CH59-C

45 BA 0.340

46 PB 2.77

47 PC 0.000 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151

48 PC 0.155 0.156 0.159 0.162 0.169 0.172 0.179 0.189 0.201 0.211

49 PC 0.220 0.228 0.232 0.240 0.246 0.252 0.260 0.269 0.276 0.283

50 PC 0.286 0.292 0.302 0.312 0.321 0.332 0.352 0.376 0.415 0.462

51 PC 0.530 0.610 0.710 0.732 0.756 0.782 0.799 0.813 0.823 0.830

1 HEC-1 INPUT PAGE 2

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

52 PC 0.835 0.844 0.851 0.864 0.885 0.908 0.924 0.944 0.968 0.973

53 PC 0.978 0.982 0.984 0.986 0.988 0.991 0.992 0.993 0.994 0.997

54 PC 0.998 0.999 1.000

55 LS 0 94.0

56 UD 0.489

*

57 KK DCH59-C

58 KM FLOW SPLIT TO CH60A-C

59 KM SPLIT TO FLAMINGO WASH SYSTEM

60 KM DEVELOPED FROM CWH MODEL

61 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

62 DT DFLAM

63 DI 0 222 1000

64 DQ 0 0 778

*

65 KK FW01

66 BA 0.325

67 PB 2.77

68 LS 0 77.2

69 UD 0.367

*

70 KK RFW1

71 KM ROUTE FW01 TO CFW2

72 KM TWAIN

73 RD 2700 0.0081 0.016 0 TRAP 0 50

*

74 KK FW02

75 BA 0.240

76 PB 2.77

77 LS 0 80.5

78 UD 0.367

*

79 KK CFW2

80 KM COMBINE RFW1 AND FW02

81 KM TWAIN AND JONES

82 HC 2

*

83 KK RCFW2

84 KM ROUTE CFW2 TO CFW3

85 KM TWAIN

86 RD 2500 0.0072 0.016 0 TRAP 0 50

*

87 KK FW03

88 BA 0.255

89 PB 2.77

90 LS 0 90.6

91 UD 0.367

*

1 HEC-1 INPUT PAGE 3

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

92 KK CFW3

93 KM COMBINE RCFW2 AND FW03

94 KM TWAIN AND LINDELL

95 HC 2

*

96 KK RCFW3

97 KM ROUTE CFW3 TO CFW5

98 KM FACILITY = VALLEY VIEW DRAIN

99 KM FACILITY # = FWVV 0050

100 KM LINING = RCB

101 RD 7785 0.015 0.015 0 TRAP 8 0

*

102 KK FW5

103 BA 0.523

104 PB 2.77

105 LS 0 90.9

106 UD 0.515

*

107 KK CFW5

108 KM COMBINE RCFW3 AND FW5

109 KM TWAIN AND VALLEY VIEW

110 HC 2

*

111 KK DFW5

112 KM OPPOSITE OF DFW11 (SEE FLAMINGO-TROPICANA WATERSHED)

113 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)

114 KM CAPACITY = 210 CFS

115 DT DFW11

116 DI 0 210 1000 5000

117 DQ 0 210 210 210

*

118 KK RDFW5

119 KM ROUTE DFW5 TO CR4C1

120 KM FACILITY = VALLEY VIEW DRAIN

121 KM FACILITY # = FWVV 0025

122 KM LINING = RCB

123 RD 1200 0.003 0.015 0 TRAP 10 0

*

124 KK CE2EA-C

125 BA 0.126

126 PB 2.77

127 LS 0 86.8

128 UD 0.428

*

1 HEC-1 INPUT PAGE 4

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

129 KK RCE2EA

130 KM ROUTE CE2EA TO CR4C1

131 KM SPRING MOUNTAIN ROAD

132 RD 7600 0.01 0.016 0 TRAP 0 50

*

133 KK R4C1

134 BA 0.272

135 PB 2.77

136 LS 0 93.4

137 UD 0.419

*

138 KK CR4C1

139 KM COMBINE R4C1, RDFW5, AND RCE2EA

140 KM SPRING MOUNTAIN AND VALLEY VIEW

141 HC 3

*

142 KK RCR4C1

143 KM ROUTE CR4C1 TO CCE3FA

144 KM FACILITY = VALLEY VIEW DRAIN

145 KM FACILITY # = FWVV 0000, 0025

146 KM LINING = RCB

147 RD 2285 0.003 0.015 0 TRAP 10 0

*

148 KK CE2EC

149 BA 0.264

150 PB 2.77

151 LS 0 83.1

152 UD 0.308

*

153 KK RCE2EC

154 KM ROUTE CE2EC TO CCE2ED-C

155 KM DESERT INN

156 RD 5000 0.0144 0.016 0 TRAP 0 50

*

157 KK CE2ED-C

158 BA 0.313

159 PB 2.77

160 LS 0 91.7

161 UD 0.401

*

162 KKCCE2ED-C

163 KM COMBINE RCE2EC AND CE2ED-C

164 KM DESERT INN AND DECATUR

165 HC 2

*

1 HEC-1 INPUT PAGE 5

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

166 KK DCCE2ED

167 KM FLOW SPLIT TO CPS03

168 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY

169 KM REMAINING FLOW FLOWS EAST ON DESERT INN

170 KM DIDN FROM CITY WIDE

171 DT DCPS03

172 DI 0 1 100 200 300 390

173 DQ 0 0 60 120 172 210

*

174 KKRDCCE2ED

175 KM ROUTE DCCE2ED TO CE3FA

176 KM DESERT INN

177 RD 5100 0.0137 0.016 0 TRAP 0 50

*

178 KK CE3FA

179 BA 0.357

180 PB 2.77

181 LS 0 93.7

182 UD 0.412

*

183 KK CCE3FA

184 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA

185 KM DESERT INN AND VALLEY VIEW

186 HC 3

*

187 KK RCCE3FA

188 KM ROUTE CCE3FA TO CCPS06

189 KM FACILITY = VALLEY VIEW DRAIN

190 KM FACILITY # = FWVV 0000

191 KM LINING = RCB

192 RD 500 0.003 0.015 0 TRAP 12 0

*

193 KK PS01-C

194 BA 0.407

195 PB 2.77

196 LS 0 85.4

197 UD 0.364

*

198 KK RPS01-C

199 KM ROUTE PS01-C TO CPS03

200 KM FACILITY = PALMYRA/SIRIUS DRAIN

201 KM FACILITY # = FWPS 0157

202 KM LINING = RCP

203 RD 2600 0.0115 0.013 0 CIRC 8

*

1 HEC-1 INPUT PAGE 6

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

204 KK PS03

205 BA 0.193

206 PB 2.77

207 LS 0 90.4

208 UD 0.226

*

209 KK CPS03

210 KM COMBINE RPS01-C AND PS03

211 KM DECATUR AND PALMYRA

212 HC 2

*

213 KK ED01

214 BA 0.254

215 PB 2.77

216 LS 0 85.9

217 UD 0.379

*

218 KK RED01

219 KM ROUTE ED01 TO CED02

220 KM EDNA AVENUE

221 RD 5100 0.0139 0.016 0 TRAP 0 50

*

222 KK ED02

223 BA 0.312

224 PB 2.77

225 LS 0 88.7

226 UD 0.407

*

227 KK ED11

228 BA 0.242

229 PB 2.77

230 LS 0 85.3

231 UD 0.370

*

232 KK ED12

233 BA 0.198

234 PB 2.77

235 LS 0 90.5

236 UD 0.337

*

237 KK CED12

238 KM COMBINE ED11 AND ED12

239 KM JONES AND ELDORA

240 HC 2

*

1 HEC-1 INPUT PAGE 7

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

241 KK RCED12

242 KM ROUTE CED12 TO CED13

243 KM ELDORA STREET

244 RD 5100 0.0135 0.016 0 TRAP 0 50

*

245 KK ED13

246 BA 0.208

247 PB 2.77

248 LS 0 91.8

249 UD 0.382

*

250 KK CED13

251 KM COMBINE RCED12 AND ED13

252 KM DECATUR AND ELDORA

253 HC 2

*

254 KK RCED13

255 KM ROUTE CED13 TO CED02

256 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

257 KM FACILITY # = PSDE 0025

258 KM LINING = RCB

259 RD 1320 0.0025 0.015 0 TRAP 10 0

*

260 KK CED02

261 KM COMBINE RED01, ED02, AND RCED13

262 KM DECATUR AND EDNA

263 HC 3

*

264 KK RCED02

265 KM ROUTE CED02 TO CPS03

266 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

267 KM FACILITY # = PSDE 0000

268 KM LINING = RCB

269 RD 1330 0.0038 0.015 0 TRAP 12 0

*

270 KK DCPS03

271 KM RETRIEVE DPS03

272 DR DCPS03

*

273 KK RDPS03

274 KM ROUTE DCPS03 TO CPS03

275 KM DECATUR

276 RD 1200 0.0033 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 8

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

277 KK CCPS03

278 KM COMBINE CPS03, RDPS03 AND RCED02

279 KM DECATUR AND PALMYRA

280 HC 3

*

281 KK RCCPS03

282 KM ROUTE CCPS03 TO CPS06

283 KM FACILITY = PALMYRA/SIRIUS DRAIN

284 KM FACILITY # = FWPS 0057

285 KM LINING = RCP

286 RD 5280 0.0128 0.015 0 TRAP 10 0

*

287 KK PS06-C

288 BA 0.387

289 PB 2.77

290 LS 0 91.5

291 UD 0.317

*

292 KK CPS06

293 KM COMBINE RCPS03 AND PS06-C

294 KM VALLEY VIEW AND SIRIUS

295 HC 2

*

296 KK CCPS06

297 KM COMBINE CPS06 AND RCCE3FA

298 KM VALLEY VIEW AND SIRIUS

299 HC 2

*

300 KK RCCPS06

301 KM ROUTE CCPS06 TO CRCPS06

302 KM FACILITY = PALMYRA/SIRIUS DRAIN

303 KM FACILITY # = FWPS 0000

304 KM LINING = RCB

305 RD 3000 0.015 0.015 0 TRAP 12 0

*

306 KK FW09

307 BA 0.255

308 PB 2.77

309 LS 0 94.0

310 UD 0.399

*

311 KK DSPM

312 KM DIVERT FLOW TO SPRING MTN./I-15 INTERCHANGE DETENTION BASIN

313 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

314 DT DSM

315 DI 0 50 100 200 300 400 1000 2000

316 DQ 0 0 20 60 160 260 260 260

*

1 HEC-1 INPUT PAGE 9

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

317 KK RDSPM

318 KM ROUTE DSPM TO CCE3FD-C

319 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

320 KM LINING = RCP

321 RD 1390 0.0046 0.015 0 CIRC 5

*

322 KK CE3FD-C

323 BA 0.281

324 PB 2.77

325 LS 0 94.0

326 UD 0.431

*

327 KKCCE3FD-C

328 KM COMBINE RDSPM AND CE3FD-C

329 KM FREEWAY CHANNEL AND DESERT INN

330 HC 2

*

331 KK RCCE3FD

332 KM ROUTE CCE3FD-C TO CRCPS06

333 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

334 KM FACILITY # = FW15 0301

335 KM LINING = CONCRETE

336 RD 1300 0.0042 0.015 0 TRAP 12 2

*

337 KK CRCPS06

338 KM COMBINE RCCCE3FD AND RCCPS06

339 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA

340 HC 2

*

341 KKRCRCPS06

342 KM ROUTE CRCPS06 TO CPS08

343 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

344 KM FACILITY # = FW15 0271

345 KM LINING = RCB

346 RD 1520 0.0059 0.015 0 TRAP 24 0

*

347 KK PS08

348 BA 0.179

349 PB 2.77

350 LS 0 92.3

351 UD 0.238

*

1 HEC-1 INPUT PAGE 10

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

352 KK CPS08

353 KM COMBINE RCRCPS06 AND PS08

354 KM FREEWAY CHANNEL AND SUBBASIN PS08

355 HC 2

*

356 KK ED05-C

357 BA 0.441

358 PB 2.77

359 LS 0 91.3

360 UD 0.495

*

361 KK RED05-C

362 KM ROUTE ED05-C TO CCPS08

363 KM EDNA AVENUE

364 RD 1900 0.0158 0.016 0 TRAP 0 50

*

365 KK CCPS08

366 KM COMBINE CPS08 AND RED05-C

367 KM EDNA AND FREEWAY CHANNEL

368 HC 2

*

369 KK RCCPS08

370 KM ROUTE CCPS08 TO CED10-C

371 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

372 KM FACILITY # = FW15 0242

373 KM LINING = RCB

374 RD 1500 0.0093 0.015 0 TRAP 24 0

*

375 KK ED10-C

376 BA 0.217

377 PB 2.77

378 LS 0 90.8

379 UD 0.293

*

380 KK CED10-C

381 KM COMBINE RCCPS08 AND ED10-C

382 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C

383 HC 2

*

384 KKRCED10-C

385 KM ROUTE CED10-C TO CSA08

386 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

387 KM FACILITY # = FW15 0214

388 KM LINING = RCB

389 RD 1610 0.0073 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 11

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

390 KK SA06-C

391 BA 0.203

392 PB 2.77

393 LS 0 93.7

394 UD 0.384

*

395 KK RSA06-C

396 KM ROUTE SA06-C TO CSA08

397 KM FACILITY = FREEWAY CHANNEL SAHARA

398 KM FACILITY # = FWSA 0000

399 KM LINING = RCB

400 RD 5700 0.0149 0.015 0 TRAP 7 0

*

401 KK SA08

402 BA 0.218

403 PB 2.77

404 LS 0 94.0

405 UD 0.265

*

406 KK CSA08

407 KM COMBINE RSA06-C AND SA08

408 KM FREEWAY CHANNEL AND SAHARA AVENUE

409 HC 2

*

410 KK CCSA08

411 KM COMBINE RCED10-C AND CSA08

412 KM FREEWAY CHANNEL AND SAHARA AVENUE

413 HC 2

*

414 KK RCCSA08

415 KM ROUTE CCSA08 TO COK11-C

416 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

417 KM FACILITY # = FW15 0125,0150,0175

418 KM LINING = RCB

419 RD 3402 0.008 0.015 0 TRAP 20 0

*

420 KK CH14-C

421 BA 0.168

422 PB 2.77

423 LS 0 91.6

424 UD 0.432

*

1 HEC-1 INPUT PAGE 12

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

425 KK RCH14-C

426 KM ROUTE CH14-C TO COK09-C

427 KM OAKEY

428 RD 2225 0.022 0.016 0 TRAP 0 50

*

429 KK OK09-C

430 BA 0.377

431 PB 2.77

432 LS 0 91.8

433 UD 0.606

*

434 KK COK09-C

435 KM COMBINE RCH14-C AND OK09-C

436 KM OAKEY AND CAMPBELL

437 HC 2

*

438 KKRCOK09-C

439 KM ROUTE COK09-C TO COK10

440 KM FACILITY = OAKEY DRAIN

441 KM FACILITY # = FWOK 0040, 0060, 0076

442 KM LINING = RCB

443 RD 2300 0.015 0.015 0 TRAP 5 0

*

444 KK OK10

445 BA 0.307

446 PB 2.77

447 LS 0 90.7

448 UD 0.379

*

449 KK COK10

450 KM COMBINE RCOK09-C AND OK10

451 KM OAKEY AND VILLA DE CONDE

452 HC 2

*

453 KK RCOK10

454 KM ROUTE COK10 TO 1COK11C

455 KM FACILITY = OAKEY DRAIN

456 KM FACILITY # = FWOK 0000, 0020, 0040

457 KM LINING = RCB

458 RD 3100 0.006 0.015 0 TRAP 10 0

*

459 KK OK11-C

460 BA 0.308

461 PB 2.77

462 LS 0 90.2

463 UD 0.528

*

1 HEC-1 INPUT PAGE 13

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

464 KK 1COK11C

465 KM COMBINE RCOK10, AND OK11-C

466 KM OAKEY DRAIN @ FREEWAY CHANNEL

467 HC 2

*

468 KK COK11C

469 KM COMBINE RCCSA08 AND 1COK11C

470 KM FREEWAY CHANNEL AND OAKEY

471 HC 2

*

472 KK RCOK11C

473 KM ROUTE COK11C TO CCWAL2

474 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

475 KM FACILITY # = FW15 0100

476 KM LINING = RCB

477 RD 1575 0.0017 0.015 0 TRAP 36 0

*

478 KK WAL1

479 BA 0.209

480 PB 2.77

481 LS 0 88.7

482 UD 0.316

*

483 KK RWAL1

484 KM ROUTE WAL1 TO CWAL2

485 KM WALDMAN

486 RD 3100 0.0081 0.016 0 TRAP 0 50

*

487 KK WAL2

488 BA 0.245

489 PB 2.77

490 LS 0 86.1

491 UD 0.367

*

492 KK CWAL2

493 KM COMBINE RWAL1 AND WAL2

494 HC 2

*

495 KK CCWAL2

496 KM COMBINE RCOK11C AND CWAL2

497 KM FREEWAY CHANNEL AND WALDMAN

498 HC 2

*

1 HEC-1 INPUT PAGE 14

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

499 KK RCCWAL2

500 KM ROUTE CCWAL2 TO CCH50

501 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

502 KM FACILITY # = FW15 0089, 0050

503 KM LINING = RCB

504 RD 1850 0.0017 0.015 0 TRAP 36 0

*

505 KK CH50

506 BA 0.258

507 PB 2.77

508 LS 0 94.3

509 UD 0.544

*

510 KK CCH50

511 KM COMBINE RCCWAL2 AND CH50

512 KM COMBINATION AT FREEWAY CHANNEL

513 HC 2

*

514 KK CH15-C

515 BA 0.237

516 PB 2.77

517 LS 0 91.3

518 UD 0.332

*

519 KK RCH15-C

520 KM ROUTE CH15-C TO CCH18-C

521 KM CHARLESTON

522 RD 3900 0.0103 0.016 0 TRAP 0 50

*

523 KK CH18-C

524 BA 0.290

525 PB 2.774

526 LS 0 90.1

527 UD 0.327

*

528 KK CCH18-C

529 KM COMBINE RCH15-C AND CH18-C

530 KM RANCHO DR AND CHARLESTON

531 HC 2

*

532 KKRCCH18-C

533 KM ROUTE CCH18-C TO CCCH18-C

534 KM FACILITY = WEST CHARLESTON DRAINS

535 KM FACILITY # = FWCH 0044, 0047

536 KM LINING = RCB

537 RD 850 0.0205 0.015 0 TRAP 7 0

*

1 HEC-1 INPUT PAGE 15

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

538 KK AL92

539 BA 0.429

540 PB 2.77

541 LS 0 83.9

542 UD 0.489

*

543 KK DAL92

544 KM FLOW SPLIT TO AL93

545 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO

546 KM FROM PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PB, 1999)

547 DT DAL93

548 DI 0 310 1000

549 DQ 0 120 390

*

550 KK RDAL92

551 KM ROUTE DAL92 TO CAL95

552 KM RANCHO

553 RD 1300 0.0015 0.016 0 TRAP 0 50

*

554 KK AL95-C

555 BA 0.192

556 PB 2.77

557 LS 0 84.7

558 UD 0.313

*

559 KK CAL95

560 KM COMBINE RDAL92 AND AL95-C

561 KM RANCHO AND PALOMINO

562 HC 2

*

563 KKRCAL95-C

564 KM ROUTE CAL95 TO CCCH18-C

565 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO

566 KM FACILITY # = CHRA 0000, 0006, 0014

567 KM LINING = RCB

568 RD 1326 0.015 0.015 0 TRAP 5 0

*

569 KKCCCH18-C

570 KM COMBINE RCAL95-C AND RCCH18-C

571 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS

572 HC 2

*

1 HEC-1 INPUT PAGE 16

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

573 KKRCCCH18C

574 KM ROUTE CCCH18-C TO CCH22

575 KM FACILITY = WEST CHARLESTON DRAINS

576 KM FACILITY # = FWCH 0000, 0020, 0036

577 KM LINING = RCP

578 RD 2975 0.0074 0.015 0 TRAP 10

*

579 KK CH22-C

580 BA 0.230

581 PB 2.77

582 LS 0 94.7

583 UD 0.422

*

584 KK CCH22

585 KM COMBINE RCCCH18C AND CH22-C

586 KM I15 AND CHARLESTON

587 HC 2

*

588 KK CCCH22

589 KM COMBINE CCH50 AND CCH22

590 KM FREEWAY CHANNEL AND CHARLESTON

591 HC 2

*

592 KK RCCCH22

593 KM ROUTE CCCH22 TO CAL96

594 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

595 KM FACILITY # = FW15 0010, 0038

596 KM LINING = RCB

597 RD 2622 0.0017 0.015 0 TRAP 36 0

*

* CHARLESTON BLVD WATERSHED

*

598 KK CH51

599 BA 0.237

600 PB 2.77

601 LS 0 92.5

602 UD 0.467

*

603 KK RCH51

604 KM ROUTE CH51 TO CCH52

605 KM FACILITY = FLAMINGO - BOULDER NORTH

606 KM FACILITY # = FLBN 0342

607 KM LINING = RCB

608 RD 4300 0.0042 0.015 0 TRAP 7 0

*

1 HEC-1 INPUT PAGE 17

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

609 KK CH52-C

610 BA 0.311

611 PB 2.77

612 LS 0 94.8

613 UD 0.389

*

614 KK CCH52

615 KM COMBINE CCCH22, RCH51 AND CH52-C

616 KM CHARLESTON AND LAS VEGAS BLVD

617 HC 3

*

618 KK RCCH52

619 KM ROUTE CCH52 TO CCH56

620 KM FACILITY = FLAMINGO - BOULDER NORTH

621 KM FACILITY # = FLBN 0281

622 KM LINING = RCB

623 RD 2000 0.0133 0.015 0 TRAP 10 0

*

624 KK CH56-A

625 BA 0.140

626 PB 2.77

627 LS 0 92.4

628 UD 0.362

*

629 KK CCH56A

630 KM COMBINE RCCH52 AND CH56-A

631 KM CHARLESTON AND 10TH ST

632 HC 2

*

633 KK RCCH56A

634 KM ROUTE CCH56A TO CCH56B

635 KM FACILITY = FLAMINGO - BOULDER NORTH

636 KM FACILITY # = FLBN 0281

637 KM LINING = RCB

638 RD 1100 0.0133 0.015 0 TRAP 10 0

*

639 KK CH56-B

640 BA 0.244

641 PB 2.77

642 LS 0 90.0

643 UD 0.492

*

1 HEC-1 INPUT PAGE 18

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

644 KK DFLAM

645 KM RETRIEVE DFLAM

646 DR DFLAM

*

647 KK RDFLAM

648 KM ROUTE DFLAM TO CCH60A

649 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

650 KM FACILITY # = FLMP 0000

651 KM LINING = RCB

652 RD 5300 0.0049 0.015 0 TRAP 8 0

*

653 KK CH60-A

654 BA 0.377

655 PB 2.77

656 LS 0 91.8

657 UD 0.440

*

658 KK CCH60A

659 KM COMBINE RDFLAM AND CH60-A

660 HC 2

*

661 KK CCH56B

662 KM COMBINE RCCH56A, CH56-B, AND CCH60A

663 KM MARYLAND PARKWAY AND CHARLESTON

664 HC 3

*

665 KK RCCH56B

666 KM ROUTE CCH56B TO CCH63-A

667 KM FACILITY = FLAMINGO - BOULDER NORTH

668 KM FACILITY # = FLBN 0205

669 KM LINING = RCB

670 RD 1200 0.023 0.015 0 TRAP 10 0

*

671 KK CH63-A

672 BA 0.112

673 PB 2.77

674 LS 0 89.7

675 UD 0.245

*

676 KK CCH63A

677 KM COMBINE RCCH56B AND CH63-A

678 KM CHARLESTON AND 15TH ST

679 HC 2

*

1 HEC-1 INPUT PAGE 19

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

680 KK RCCH63A

681 KM ROUTE CCH63A TO CCH63B

682 KM FACILITY = FLAMINGO - BOULDER NORTH

683 KM FACILITY # = FLBN 0205

684 KM LINING = RCB

685 RD 2800 0.023 0.015 0 TRAP 10 0

*

686 KK CH63-B

687 BA 0.153

688 PB 2.77

689 LS 0 90.4

690 UD 0.172

*

691 KK CCH63B

692 KM COMBINE RCCH63A AND CH63-B

693 KM CHARLESTON AND BURNHAM

694 HC 2

*

695 KK RCCH63B

696 KM ROUTE CCH63B TO CCH68A

697 KM FACILITY = FLAMINGO - BOULDER NORTH

698 KM FACILITY # = FLBN 0180

699 KM LINING = RCB

700 RD 1900 0.0131 0.015 0 TRAP 20 0

*

701 KK CH68-A

702 BA 0.294

703 PB 2.77

704 LS 0 90.2

705 UD 0.367

*

706 KK CCH68A

707 KM COMBINE RCCH63B AND CH68-A

708 KM CHARLESTON AND BOULDER HIGHWAY

709 HC 2

*

710 KK RCCH68A

711 KM ROUTE CCH68A TO CCH67A

712 KM FACILITY = FLAMINGO - BOULDER NORTH

713 KM FACILITY # = FLBN 0038

714 KM LINING = RCB

715 RD 960 0.0059 0.015 0 TRAP 15 0

*

1 HEC-1 INPUT PAGE 20

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

716 KK CH67-A

717 BA 0.333

718 PB 2.77

719 LS 0 86.0

720 UD 0.359

*

721 KK CCH67A

722 KM COMBINE RCCH68A AND CH67-A

723 HC 2

*

724 KK RCCH67A

725 KM ROUTE CCH67A TO CFR04

726 KM FACILITY = FLAMINGO - BOULDER NORTH

727 KM FACILITY # = FLBN 0038

728 KM LINING = RCB

729 RD 4340 0.0059 0.015 0 TRAP 15 0

*

730 KK CH64-A

731 BA 0.297

732 PB 2.77

733 LS 0 90.0

734 UD 0.527

*

735 KK RCH64-A

736 KM ROUTE CH64-A TO CFR04A

737 KM OAKEY TO BOULDER HIGHWAY

738 RD 7100 0.018 0.016 0 TRAP 0 50

*

739 KK FR04-A

740 BA 0.255

741 PB 2.77

742 LS 0 87.8

743 UD 0.343

*

744 KK CFR04A

745 KM COMBINE RCH64 AND FR04-A

746 HC 2

*

747 KK CCFR04A

748 KM COMBINE RCCH67A AND CFR04A

749 KM OAKEY AND BOULDER HIGHWAY

750 HC 2

*

1 HEC-1 INPUT PAGE 21

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

751 KKRCCFR04A

752 KM ROUTE CCFR04A TO CCFR03A

753 KM FACILITY = FLAMINGO - BOULDER NORTH

754 KM FACILITY # = FLBN 0038

755 KM LINING = RCB

756 RD 1800 0.0059 0.015 0 TRAP 15 0

*

757 KK FR03-A

758 BA 0.233

759 PB 2.77

760 LS 0 84.8

761 UD 0.361

*

762 KK CFR03A

763 KM COMBINE RCCFR04A AND FR03-A

764 KM BOULDER HIGHWAY AND ST. LOUIS

765 HC 2

*

766 KK RCFR03A

767 KM ROUTE CFR03A TO CFR03C

768 KM FACILITY = FLAMINGO - BOULDER NORTH

769 KM FACILITY # = FLBN 0038

770 KM LINING = RCB

771 RD 2000 0.0059 0.015 0 TRAP 15 0

*

* SAHARA AVE WATERSHED

*

772 KK SA10-2

773 BA 0.204

774 PB 2.77

775 LS 0 91.9

776 UD 0.633

*

777 KK SA10-1

778 BA 0.277

779 PB 2.77

780 LS 0 92.6

781 UD 0.611

*

782 KK CSA10-1

783 KM COMBINE SA10-1 AND SA10-2

784 KM NEAR SAHARA AND UPRR

785 HC 2

*

1 HEC-1 INPUT PAGE 22

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

786 KKRCSA10-1

787 KM ROUTE CSA10-1 TO CSA11

788 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

789 KM FACILITY # = BHSA 0289

790 KM LINING = RCB

791 RD 2300 0.0087 0.015 0 TRAP 14 0

*

792 KK SA11

793 BA 0.395

794 PB 2.77

795 LS 0 94.9

796 UD 0.511

*

797 KK CSA11

798 KM COMBINE RCSA10 AND SA11

799 KM SAHARA AND LAS VEGAS BLVD

800 HC 2

*

801 KK RCSA11

802 KM ROUTE CSA11 TO CSA13-CB

803 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

804 KM FACILITY # = BHSA 0175

805 KM LINING = RCB

806 RD 3030 0.0067 0.015 0 TRAP 14 0

*

807 KK SA13-CB

808 BA 0.115

809 PB 2.77

810 LS 0 93.7

811 UD 0.328

*

812 KKCSA13-CB

813 KM COMBINE RCSA11 AND SA13-CB

814 KM MARYLAND PARKWAY AND SAHARA

815 HC 2

*

816 KKRCSA13-CB

817 KM ROUTE CSA13-CB TO CFR01B

818 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

819 KM FACILITY # = BHSA 0175

820 KM LINING = RCB

821 RD 1670 0.0067 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 23

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

822 KK FR01B

823 BA 0.067

824 PB 2.77

825 LS 0 93.1

826 UD 0.313

*

827 KK CFR01B

828 KM COMBINE RCSA13-CB AND FR01B

829 KM 10TH STREET AND SAHARA

830 HC 2

*

831 KK RCFR01B

832 KM ROUTE CFR01B TO CSA13-CC

833 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

834 KM FACILITY # = BHSA 0175

835 KM LINING = RCB

836 RD 1315 0.0067 0.015 0 TRAP 14 0

*

837 KK SA13-CC

838 BA 0.110

839 PB 2.77

840 LS 0 94.6

841 UD 0.319

*

842 KKCSA13-CC

843 KM COMBINE RCFR01B AND SA13-CC

844 KM MARYLAND PARKWAY AND SAHARA

845 HC 2

*

846 KKRCSA13-CC

847 KM ROUTE CSA13-CC TO CFR02A

848 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

849 KM FACILITY # = BHSA 0075

850 KM LINING = RCB

851 RD 1330 0.0211 0.015 0 TRAP 12 0

*

852 KK FR02A

853 BA 0.114

854 PB 2.77

855 LS 0 90.9

856 UD 0.275

*

1 HEC-1 INPUT PAGE 24

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

857 KK CFR02A

858 KM COMBINE RCSA13-CC AND FR02A

859 KM 15TH STREET AND SAHARA

860 HC 2

*

861 KK RCFR02A

862 KM ROUTE CFR02A TO CFR02B

863 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

864 KM FACILITY # = BHSA 0075

865 KM LINING = RCB

866 RD 1240 0.0211 0.015 0 TRAP 12 0

*

867 KK FR02B

868 BA 0.042

869 PB 2.77

870 LS 0 86.2

871 UD 0.152

*

872 KK CFR02B

873 KM COMBINE RCFR02A AND FR02B

874 KM 17TH STREET AND SAHARA

875 HC 2

*

* KKRCFR02B

* KMROUTE CFR02B TO SA14A

* KMFACILITY = BOULDER HIGHWAY - SAHARA AVENUE

* KMFACILITY # = BHSA 0075

* KMLINING = RCB

* RD210 0.0211 0.015 0 TRAP 12 0

*

876 KK SA14A

877 BA 0.127

878 PB 2.77

879 LS 0 90.7

880 UD 0.228

*

881 KK CSA14A

882 KM COMBINE RCFR02B AND SA14A

883 KM SPENCER AND SAHARA

884 HC 2

*

885 KK RCSA14A

886 KM ROUTE CSA14A TO CSA14B

887 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

888 KM FACILITY # = BHSA 0075

889 KM LINING = RCB

890 RD 1300 0.0211 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE 25

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

891 KK SA13-CA

892 BA 0.245

893 PB 2.77

894 LS 0 94.5

895 UD 0.631

*

896 KKRSA13-CA

897 KM ROUTE SA13-CA TO CFW40A

898 KM FACILITY = KAREN AVE

899 RD 4070 0.0214 0.016 0 TRAP 0 50

*

900 KK FW40A

901 BA 0.118

902 PB 2.77

903 LS 0 85.1

904 UD 0.264

*

905 KK CFW40A

906 KM COMBINE RSA13-CA AND FW40A

907 KM BURNHAM AND KAREN

908 HC 2

*

909 KK DFW40AN

910 KM FLOW SPLIT AT BURNHAM/KAREN

911 KM DIVERTED FLOW CONTINUES IN KAREN

912 DT DFW40AE

913 DI 0 100 200 300

914 DQ 0 82 164 246

*

915 KKRDFW40AN

916 KM ROUTE DFW40AN TO CSA14B

917 KM FACILITY = BURNHAM AVE

918 RD 1250 0.0080 0.016 0 TRAP 0 50

*

919 KK SA14B

920 BA 0.058

921 PB 2.77

922 LS 0 90.9

923 UD 0.175

*

924 KK CSA14B

925 KM COMBINE RCSA14A, RDFW40AN AND SA14B

926 KM BURNHAM AND SAHARA

927 HC 3

*

1 HEC-1 INPUT PAGE 26

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

928 KK RCSA14B

929 KM ROUTE CSA14B TO CSA14C

930 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

931 KM FACILITY # = BHSA 0075

932 KM LINING = RCB

933 RD 1325 0.0211 0.015 0 TRAP 12 0

*

934 KK FR01A

935 BA 0.177

936 PB 2.77

937 LS 0 91.3

938 UD 0.499

*

939 KK RFR01A

940 KM ROUTE FR01A TO FR02C

941 KM FACILITY = ST LOUIS AVE

942 RD 5400 0.0209 0.016 0 TRAP 0 50

*

943 KK FR02C

944 BA 0.258

945 PB 2.77

946 LS 0 87.1

947 UD 0.375

*

948 KK CFR02C

949 KM COMBINE RFR01A AND FR02C

950 KM EASTERN AND ST LOUIS AVE

951 HC 2

*

952 KK RFR02C

953 KM ROUTE CFR02 TO CSA14C

954 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

955 KM FACILITY # = SAEA 0000

956 KM LINING = RCB

957 RD 1440 0.002 0.015 0 TRAP 10 0

*

958 KK SA14C

959 BA 0.060

960 PB 2.77

961 LS 0 93.2

962 UD 0.179

*

1 HEC-1 INPUT PAGE 27

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

963 KK CSA14C

964 KM COMBINE RCSA14B, RFR02C AND SA14C

965 KM EASTERN AND SAHARA

966 HC 3

*

967 KK RCSA14C

968 KM ROUTE CSA14C TO CSA16A

969 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

970 KM FACILITY # = BHSA 0026

971 KM LINING = RCB

972 RD 1300 0.013 0.015 0 TRAP 14 0

*

973 KK SA16A

974 BA 0.059

975 PB 2.77

976 LS 0 90.9

977 UD 0.199

*

978 KK CSA16A

979 KM COMBINE RCSA14C AND SA16A

980 KM ATLANTIC AND SAHARA

981 HC 2

*

982 KK RCSA16A

983 KM ROUTE CSA16A TO CSA16B

984 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

985 KM FACILITY # = BHSA 0026

986 KM LINING = RCB

987 RD 1315 0.013 0.015 0 TRAP 14 0

*

988 KK DFW40AE

989 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

990 DR DFW40AE

*

991 KK FW41A

992 BA 0.160

993 PB 2.77

994 LS 0 84.0

995 UD 0.337

*

996 KK CFW41A

997 KM COMBINE DFW40AE AND FW41A

998 KM MCLEOD AND KAREN

999 HC 2

*

1 HEC-1 INPUT PAGE 28

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1000 KK DFW41AN

1001 KM FLOW SPLIT AT MCLEOD/KAREN

1002 KM DIVERTED FLOW CONTINUES IN KAREN

1003 DT DFW41AE

1004 DI 0 100 200 300 400

1005 DQ 0 63 128 194 260

*

1006 KKRDFW41AN

1007 KM ROUTE DFW41AN TO CSA16B

1008 KM FACILITY = MCLEOD DR

1009 RD 1295 0.0116 0.016 0 TRAP 0 50

*

1010 KK SA16B

1011 BA 0.060

1012 PB 2.77

1013 LS 0 89.6

1014 UD 0.206

*

1015 KK CSA16B

1016 KM COMBINE RCSA16A, RDFW41AN AND SA16B

1017 KM MCLEOD AND SAHARA

1018 HC 3

*

1019 KK RCSA16B

1020 KM ROUTE CSA16B TO CSA16C

1021 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

1022 KM FACILITY # = BHSA 0026

1023 KM LINING = RCB

1024 RD 1390 0.013 0.015 0 TRAP 14 0

*

1025 KK SA16C

1026 BA 0.065

1027 PB 2.77

1028 LS 0 90.6

1029 UD 0.192

*

1030 KK CSA16C

1031 KM COMBINE RCSA16B AND SA16C

1032 KM SAHARA AND MOJAVE

1033 HC 2

*

1034 KK FR03-B

1035 BA 0.065

1036 PB 2.77

1037 LS 0 90.6

1038 UD 0.192

*

1 HEC-1 INPUT PAGE 29

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1039 KK CFR03B

1040 KM COMBINE CSA16C AND FR03-B

1041 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

1042 HC 2

*

1043 KK RCFR03B

1044 KM ROUTE CFR03B TO CCFR03

1045 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

1046 KM FACILITY # = BHSA 0000

1047 KM LINING = RCB

1048 RD 1300 0.0079 0.015 0 TRAP 14 0

*

1049 KK FR03-C

1050 BA 0.036

1051 PB 2.77

1052 LS 0 92.0

1053 UD 0.230

*

1054 KK CCFR03

1055 KM COMBINE RCFR03B, RCFR03A AND FR03-C

1056 KM BOULDER HIGHWAY AND SAHARA

1057 HC 3

*

* WASHINGTON AVE WATERSHED

*

1058 KK AL96-C

1059 BA 0.181

1060 PB 2.77

1061 LS 0 94.6

1062 UD 0.350

*

1063 KK RAL96

1064 KM ROUTE AL96 TO CAL93

1065 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

1066 KM FACILITY # = FW15 0000

1067 KM LINING = RCB

1068 RD 2170 0.0017 0.015 0 TRAP 36 0

*

1069 KK DAL93

1070 KM RETRIEVE DAL93

1071 DR DAL93

*

1 HEC-1 INPUT PAGE 30

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1072 KK RDAL93

1073 KM ROUTE DAL93 TO CAL93

1074 KM ALTA

1075 RD 5500 0.0046 0.016 0 TRAP 0 50

*

1076 KK AL93-C

1077 BA 0.524

1078 PB 2.77

1079 LS 0 91.0

1080 UD 0.367

*

1081 KK CAL93

1082 KM COMBINE RAL96, RDAL93, AND AL93-C

1083 KM COMBINATION WITH LAS VEGAS CREEK

1084 HC 3

*

1085 KK 1-GOLF

1086 BA 0.362

1087 PB 2.83

1088 LS 0 86.6

1089 UD 0.323

*

1090 KK R1-GOLF

1091 KM ROUTE 1-GOLF TO C2a-OAK

1092 KM VIA OLIVERO

1093 RD 2600 0.0269 0.016 0 TRAP 0 50

*

1094 KK2a-OAK-C

1095 BA 0.314

1096 PB 2.77

1097 LS 0 87.7

1098 UD 0.313

*

1099 KK C2a-OAK

1100 KM COMBINE R1-GOLFC AND 2a-OAK-C

1101 KM BUFFALO AND VIA OLIVERO

1102 HC 2

*

1103 KKRC2a-OAK

1104 KM ROUTE C2a-OAK TO C3-ELP-C

1105 KM VIA OLIVERO

1106 RD 4000 0.025 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 31

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1107 KK 3-ELP-C

1108 BA 0.209

1109 PB 2.77

1110 LS 0 90.2

1111 UD 0.253

*

1112 KKC3-ELP-C

1113 KM COMBINE RC2a-OAK AND 3-ELP-C

1114 KM VIA OLIVERO AND MECH 0400

1115 HC 2

*

1116 KKRC3-ELPC

1117 KM ROUTE RC3-ELPC TO C3a-OAKC

1118 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1119 KM FACILITY # = MECH 0400

1120 KM LINING = RCB

1121 RD 1300 0.0143 0.015 0 TRAP 10 0

*

1122 KK3a-OAK-C

1123 BA 0.432

1124 PB 2.77

1125 LS 0 85.7

1126 UD 0.283

*

1127 KKC3a-OAKC

1128 KM COMBINE RC3-ELPC AND 3a-OAK-C

1129 KM O'BANNON AND MECH 0378

1130 HC 2

*

1131 KKRC3aOAKC

1132 KM ROUTE C3a-OAKC TO OAKEYIN

1133 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1134 KM FACILITY # = MECH 0338, 0378

1135 KM LINING = RCB

1136 RD 2805 0.016 0.015 0 TRAP 10 0

*

1137 KK3-HOLM-C

1138 BA 0.331

1139 PB 2.77

1140 LS 0 90.7

1141 UD 0.342

*

1 HEC-1 INPUT PAGE 32

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1142 KKR3-HOLMC

1143 KM ROUTE R3-HOLMC TO C5-OAK-C

1144 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1145 KM FACILITY # = MECH 0334, 0337, 0351

1146 KM LINING = RCP

1147 RD 1700 0.005 0.013 0 CIRC 7.5 0

*

1148 KK 5-OAK-C

1149 BA 0.232

1150 PB 2.77

1151 LS 0 88.0

1152 UD 0.248

*

1153 KKC5-OAK-C

1154 KM COMBINE R3-HOLMC AND 5-OAK-C

1155 KM OAKEY DETENTION BASIN

1156 HC 2

*

1157 KK OAKEYIN

1158 KM COMBINE RC3aOAKC AND C5-OAK-C

1159 KM OAKEY DETENTION BASIN

1160 KO 1

1161 HC 2

*

1162 KK OAKEYDB

1163 KM OAKEY DETENTION BASIN

1164 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1165 KM FACILITY # = MECH 0324

1166 KM STORAGE VOLUME = 201 ACRE-FEET

1167 KM OUTLET = 1-15" OUTLET PIPE

1168 KM 100-YEAR DISCHARGE = 32 CFS

1169 KM SPILLWAY LENGTH = 290 FEET

1170 KM SPILLWAY HEIGHT =

1171 KM SPILLWAY CREST ELEVATION = 2348.5'

1172 KM SPILLWAY TYPE =

1173 KM PMF DISCHARGE =

1174 KM TOP OF EMBANKMENT ELEVATION =

1175 KO 1

1176 RS 1 STOR 0

1177 SV 0 2 6 14 25 40 57 77 101 130

1178 SV 144 159 174 191 201 206 219 231 244 256

1179 SE 26 28 30 31 34 36 38 40 42 44

1180 SE 45 46 47 48 48.5 49 50 51 52 53

1181 SS 48.5 290 3.1 1.5

1182 SL 26 1.4 0.65 0.5

*

1 HEC-1 INPUT PAGE 33

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1183 KK OAKEYOT

1184 KM ROUTE OAKEYDB TO CCOK08

1185 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1186 KM FACILITY # = MECH 0108, 0310, 0323

1187 KM LINING = RCP

1188 RD 9750 0.0143 0.013 0 CIRC 2.5

*

1189 KK SA01-C

1190 BA 0.263

1191 PB 2.77

1192 LS 0 94.5

1193 UD 0.340

*

1194 KK RSA01-C

1195 KM ROUTE SA01-C TO CSA05

1196 KM SAHARA

1197 RD 5200 0.0144 0.016 0 TRAP 0 50

*

1198 KK SA05

1199 BA 0.176

1200 PB 2.77

1201 LS 0 93.2

1202 UD 0.318

*

1203 KK CSA05

1204 KM COMBINE RSA01-C AND SA05

1205 KM SAHARA AND DECATUR

1206 HC 2

*

1207 KK RCSA05

1208 KM ROUTE CSA05 TO CSA06

1209 KM FACILITY = MEADOWS OAKEY DRAIN

1210 KM FACILITY # = MEOK 0217

1211 KM LINING = RCB

1212 RD 1276 0.0044 0.015 0 TRAP 12 0

*

1213 KK SA06

1214 BA 0.079

1215 PB 2.77

1216 LS 0 93.7

1217 UD 0.193

*

1 HEC-1 INPUT PAGE 34

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1218 KK CSA06

1219 KM COMBINE RCSA05 AND SA06

1220 KM O'BANNON AND DECATUR

1221 HC 2

*

1222 KK OK06-C

1223 BA 0.174

1224 PB 2.77

1225 LS 0 91.1

1226 UD 0.302

*

1227 KK ROK06-C

1228 KM ROUTE OK06-C TO COK07

1229 KM OBANNON

1230 RD 5100 0.0147 0.016 0 TRAP 0 50

*

1231 KK OK07

1232 BA 0.241

1233 PB 2.77

1234 LS 0 87.1

1235 UD 0.335

*

1236 KK COK07

1237 KM COMBINE OK07, ROK06-C, AND CSA06

1238 KM O'BANNON AND DECATUR

1239 HC 3

*

1240 KK RCOK07

1241 KM ROUTE COK07 TO COK04-C

1242 KM FACILITY = MEADOWS OAKEY DRAIN

1243 KM FACILITY # = MEOK 0191, 0204

1244 KM LINING = RCB

1245 RD 1315 0.0071 0.015 0 TRAP 12 0

*

1246 KK OK03-C

1247 BA 0.363

1248 PB 2.77

1249 LS 0 90.8

1250 UD 0.317

*

1251 KK ROK03-C

1252 KM ROUTE OK03-C TO COK04-C

1253 KM OAKEY

1254 RD 5100 0.016 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 35

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1255 KK OK04-C

1256 BA 0.198

1257 PB 2.77

1258 LS 0 85.7

1259 UD 0.365

*

1260 KK COK04-C

1261 KM COMBINE ROK03-C, OK04-C AND RCOK07

1262 KM OAKEY AND DECATUR

1263 HC 3

*

1264 KKRCOK04-C

1265 KM ROUTE COK04-C TO COK08

1266 KM FACILITY = MEADOWS OAKEY DRAIN

1267 KM FACILITY # = MEOK 0166

1268 KM LINING = RCB

1269 RD 1350 0.0045 0.015 0 TRAP 12 0

*

1270 KK OK08

1271 BA 0.083

1272 PB 2.77

1273 LS 0 91.0

1274 UD 0.184

*

1275 KK COK08

1276 KM COMBINE RCOK04-C AND OK08

1277 KM DEL RAY AND DECATUR

1278 HC 2

*

1279 KK CCOK08

1280 KM COMBINE COK08 AND OAKEYOT

1281 KM DEL RAY AND DECATUR

1282 HC 2

*

1283 KK RCCOK08

1284 KM ROUTE CCOK08 TO COK12

1285 KM FACILITY = MEADOWS OAKEY DRAIN

1286 KM FACILITY # = MEOK 0110

1287 KM LINING = RCB

1288 RD 2946 0.0077 0.015 0 TRAP 12 0

*

1289 KK CH04-C

1290 BA 0.175

1291 PB 2.77

1292 LS 0 92.7

1293 UD 0.240

*

1 HEC-1 INPUT PAGE 36

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1294 KK RCH04-C

1295 KM ROUTE CH04-C TO CCH05-C

1296 KM FACILITY = MEADOWS CHARLESTON

1297 KM FACILITY # = MECN 0223

1298 KM LINING = RCB

1299 RD 3100 0.0204 0.015 0 TRAP 6 0

*

1300 KK CH05-C

1301 BA 0.163

1302 PB 2.77

1303 LS 0 94.3

1304 UD 0.329

*

1305 KK CCH05-C

1306 KM COMBINE RCH04-C AND CH05-C

1307 KM TORREY PINES AND CHARLESTON

1308 HC 2

*

1309 KKRCCH05-C

1310 KM ROUTE CCH05-C TO CCH09-C

1311 KM FACILITY = MEADOWS CHARLESTON

1312 KM FACILITY # = MECN 0123

1313 KM LINING = RCB

1314 RD 5200 0.0164 0.015 0 TRAP 8 0

*

1315 KK CH09-C

1316 BA 0.378

1317 PB 2.77

1318 LS 0 91.5

1319 UD 0.341

*

1320 KK CCH09-C

1321 KM COMBINE RCCH05-C AND CH09-C

1322 KM CHARLESTON AND LINDELL

1323 HC 2

*

1324 KKRCCH09-C

1325 KM ROUTE CCH09-C TO CCH10

1326 KM FACILITY = MEADOWS CHARLESTON

1327 KM FACILITY # = MECN 0061

1328 KM LINING = RCB

1329 RD 3300 0.0182 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 37

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1330 KK CH10

1331 BA 0.279

1332 PB 2.77

1333 LS 0 93.1

1334 UD 0.222

*

1335 KK CCH10

1336 KM COMBINE RCCH09-C AND CH10

1337 KM CHARLESTON AND DECATUR

1338 HC 2

*

1339 KK RCCH10

1340 KM ROUTE CCH10 TO COK12

1341 KM FACILITY = MEADOWS CHARLESTON

1342 KM FACILITY # = MECN 0000

1343 KM LINING = RCB

1344 RD 1570 0.0109 0.015 0 TRAP 9 0

*

1345 KK OK12

1346 BA 0.050

1347 PB 2.77

1348 LS 0 95.6

1349 UD 0.163

*

1350 KK COK12

1351 KM COMBINE RCCOK08, RCCH10 AND OK12

1352 KM CHARLESTON AND MEOK 0110

1353 HC 3

*

1354 KK RCOK12

1355 KM ROUTE COK12 TO CCH14B

1356 KM FACILITY = MEADOWS OAKEY DRAIN

1357 KM FACILITY # = MEOK 0079, 0091

1358 KM LINING = RCB

1359 RD 1633 0.005 0.015 0 TRAP 18 0

*

1360 KK CH14B

1361 BA 0.217

1362 PB 2.77

1363 LS 0 90.8

1364 UD 0.356

*

1 HEC-1 INPUT PAGE 38

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1365 KK CCH14B

1366 KM COMBINE RCOK12 AND CCH14B

1367 KM HINSON AND CHARLESTON

1368 HC 2

*

1369 KK RCCH14B

1370 KM ROUTE CCH14B TO COK13

1371 KM FACILITY = MEADOWS OAKEY DRAIN

1372 KM FACILITY # = MEOK 0000, 0048

1373 KM LINING = RCB

1374 RD 1950 0.005 0.015 0 TRAP 18 0

*

1375 KK OK13

1376 BA 0.099

1377 PB 2.77

1378 LS 0 92.7

1379 UD 0.376

*

1380 KK COK13

1381 KM COMBINE RCCH14B AND OK13

1382 KM FULTON PLACE AND VALLEY VIEW

1383 HC 2

*

1384 KK RCOK13

1385 KM ROUTE COK13 TO CCAL16

1386 KM FACILITY = MEADOWS OAKEY DRAIN

1387 KM FACILITY # = MEOK 0000, 0017

1388 KM LINING = RCB

1389 RD 2450 0.0091 0.015 0 TRAP 19 0

*

1390 KK R1

1391 BA 0.086

1392 PB 2.77

1393 LS 0 90.6

1394 UD 0.210

*

1395 KK PR1

1396 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1397 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1398 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN

1399 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON

1400 RS 1 ELEV 10.1

1401 SV 0 2.7 3.5

1402 SE 10.1 13.7 14.7

1403 SQ 0 90 113

*

1 HEC-1 INPUT PAGE 39

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1404 KK RPR1

1405 KM ROUTE PR1 TO CR2

1406 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT

1407 RD 2900 0.0103 0.016 0 TRAP 0 50

*

1408 KK R3

1409 BA 0.275

1410 PB 2.77

1411 LS 0 91.3

1412 UD 0.297

*

1413 KK R2

1414 BA 0.045

1415 PB 2.77

1416 LS 0 90.7

1417 UD 0.228

*

1418 KK CR2

1419 KM COMBINE RPR1, R2 AND R3

1420 KM ALTA AND LORENZI

1421 HC 3

*

1422 KK DCR2

1423 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN

1424 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH

1425 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN

1426 DT DAL00A

1427 DI 0 150 1000

1428 DQ 0 0 850

*

1429 KK RDCR2

1430 KM ROUTE DCR2 TO CAL01A

1431 KM FACILITY = MEADOWS - ALTA

1432 KM FACILITY # = MEAL 0160, 0209

1433 KM LINING = RCP

1434 RD 4300 0.015 0.013 0 CIRC 4

*

1435 KK AL01A

1436 BA 0.123

1437 PB 2.77

1438 LS 0 90.5

1439 UD 0.254

*

1 HEC-1 INPUT PAGE 40

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1440 KK CAL01A

1441 KM COMBINE AL01A AND RDCR2

1442 KM ALTA AND JONES

1443 HC 2

*

1444 KK RCAL01A

1445 KM ROUTE CAL01A TO CUS

1446 KM FACILITY = MEADOWS - ALTA

1447 KM FACILITY # = MEAL 0150, 0160

1448 KM LINING = RCP

1449 RD 1100 0.0125 0.013 0 CIRC 3

*

1450 KK US

1451 BA 0.030

1452 PB 2.77

1453 LS 0 90.5

1454 UD 0.171

*

1455 KK CUS

1456 KM COMBINE RAL01A AND US

1457 KM ALTA AND JONES

1458 HC 2

*

1459 KK AL04-C

1460 BA 0.179

1461 PB 2.77

1462 LS 0 90.3

1463 UD 0.346

*

1464 KK RAL04-C

1465 KM ROUTE AL04-C TO CCUS

1466 KM FACILITY = MEADOWS - ALTA

1467 KM FACILITY # = MEAL 0130

1468 KM LINING = RCB

1469 RD 1150 0.004 0.015 0 TRAP 6 0

*

1470 KK CCUS

1471 KM COMBINE CUS AND RAL04-C

1472 KM ALTA AND JONES

1473 HC 2

*

1474 KK RCCUS

1475 KM ROUTE CCUS TO CAL05-C

1476 KM FACILITY = MEADOWS - ALTA

1477 KM FACILITY # = MEAL 0120

1478 KM LINING = RCP

1479 RD 1900 0.01 0.013 0 CIRC 5 0

*

1 HEC-1 INPUT PAGE 41

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1480 KK AL05-C

1481 BA 0.234

1482 PB 2.77

1483 LS 0 90.5

1484 UD 0.376

*

1485 KK GS

1486 BA 0.037

1487 PB 2.77

1488 LS 0 90.5

1489 UD 0.190

*

1490 KK DGS

1491 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1492 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1493 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM

1494 DT DGSR

1495 DI 0 27 72

1496 DQ 0 0 36

*

1497 KK CAL05-C

1498 KM COMBINE RCCUS, ALO5-C AND DGS

1499 KM ALTA AND UPLAND

1500 HC 3

*

1501 KKRCAL05-C

1502 KM ROUTE CAL05-C TO CBR3

1503 KM FACILITY = MEADOWS - ALTA

1504 KM FACILITY # = MEAL 0100, 0120

1505 KM LINING = RCP

1506 RD 2000 0.01 0.013 0 CIRC 5

*

1507 KK BR3

1508 BA 0.074

1509 PB 2.77

1510 LS 0 91.4

1511 UD 0.157

*

1512 KK CBR3

1513 KM COMBINE BR3 AND RCAL05-C

1514 KM ALTA AND WILDSHIRE

1515 HC 2

*

1 HEC-1 INPUT PAGE 42

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1516 KK RCBR3

1517 KM ROUTE CBR3 TO CAL11-C

1518 KM FACILITY = MEADOWS - ALTA

1519 KM FACILITY # = MEAL 0060, 0100

1520 KM LINING = RCP

1521 RD 1400 0.01 0.013 0 CIRC 5

*

1522 KK AL09-C

1523 BA 0.162

1524 PB 2.77

1525 LS 0 90.6

1526 UD 0.252

*

1527 KK RAL09-C

1528 KM ROUTE AL09-C TO CAL11-C

1529 KM EVERGREEN / DECATUR

1530 RD 2400 0.0083 0.016 0 TRAP 0 50

*

1531 KK DGSR

1532 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS

1533 DR DGSR

*

1534 KK RDGSR

1535 KM ROUTE DGSR TO CAL11-C

1536 KM EVERGREEN / DECATUR

1537 RD 4600 0.0152 0.016 0 TRAP 0 50

*

1538 KK AL11-C

1539 BA 0.130

1540 PB 2.77

1541 LS 0 94.4

1542 UD 0.316

*

1543 KK CAL11-C

1544 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C

1545 KM ALTA AND DECATUR

1546 HC 4

*

1547 KKRCAL11-C

1548 KM ROUTE CAL11-C TO CAL10-C

1549 KM FACILITY = MEADOWS - ALTA

1550 KM FACILITY # = MEAL 0015

1551 KM LINING = RCP

1552 RD 2500 0.0194 0.013 0 CIRC 6

*

1 HEC-1 INPUT PAGE 43

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1553 KK AL10-C

1554 BA 0.048

1555 PB 2.77

1556 LS 0 91.5

1557 UD 0.245

*

1558 KK CAL10-C

1559 KM COMBINE RCAL11-C AND AL10-C

1560 KM ALTA AND BEDFORD

1561 HC 2

*

1562 KKRCAL10-C

1563 KM ROUTE CAL10-C TO CAL13-3

1564 KM FACILITY = MEADOWS - ALTA

1565 KM FACILITY # = MEAL 0000,0012,0013

1566 KM LINING = CONCRETE

1567 RD 1180 0.0158 0.015 0 TRAP 8 1

*

1568 KK AL13-3

1569 BA 0.059

1570 PB 2.77

1571 LS 0 90.5

1572 UD 0.171

*

1573 KK CAL13-3

1574 KM COMBINE RCAL10-C AND AL13-3

1575 KM ALTA AND VALLEY VIEW

1576 HC 2

*

1577 KK AL14

1578 BA 0.457

1579 PB 2.77

1580 LS 0 93.3

1581 UD 0.525

*

1582 KK RAL14

1583 KM ROUTE AL14 TO CAL16

1584 KM VALLEY VIEW

1585 RD 1300 0.0115 0.016 0 TRAP 0 50

*

1586 KK AL16

1587 BA 0.148

1588 PB 2.77

1589 LS 0 92.2

1590 UD 0.326

*

1 HEC-1 INPUT PAGE 44

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1591 KK 1CAL16

1592 KM COMBINE CAL13-3, RAL14, AND AL16

1593 KM ALTA AND VALLEY VIEW

1594 HC 3

*

1595 KK AL09

1596 BA 0.097

1597 PB 2.77

1598 LS 0 90.4

1599 UD 0.282

*

1600 KK RAL09

1601 KM ROUTE AL09 TO CCH14A

1602 KM FULTON

1603 RD 1500 0.0133 0.016 0 TRAP 0 50

*

1604 KK CH14A

1605 BA 0.148

1606 PB 2.77

1607 LS 0 89.4

1608 UD 0.340

*

1609 KK CCH14A

1610 KM COMBINE RAL09 AND CH14A

1611 KM VALLEY VIEW AND FULTON

1612 HC 2

*

1613 KK RCCH14A

1614 KM ROUTE CCH14A TO CAL16

1615 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM

1616 KM FACILITY # = MEPA 0000

1617 KM LINING = RCB

1618 RD 1370 0.005 0.015 0 TRAP 10 0

*

1619 KK CAL16

1620 KM COMBINE 1CAL16 AND RCCH14A

1621 KM ALTA AND VALLEY VIEW

1622 HC 2

*

1623 KK RCAL16

1624 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)

1625 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1626 KM FACILITY # = LCME 0070,0076,0077

1627 KM LINING = CONCRETE

1628 RD 973 0.0189 0.015 0 TRAP 18 1

*

1 HEC-1 INPUT PAGE 45

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1629 KK CCAL16

1630 KM COMBINE RCAL16 AND RCOK13

1631 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE

1632 HC 2

*

1633 KK RCCAL16

1634 KM ROUTE CCAL16 TO CAL90-C

1635 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1636 KM FACILITY # = LCME 0040

1637 KM LINING = CONCRETE

1638 RD 525 0.004 0.015 0 TRAP 40 0

*

1639 KK AL90-C

1640 BA 0.171

1641 PB 2.77

1642 LS 0 91.9

1643 UD 0.328

*

1644 KK CAL90-C

1645 KM COMBINE RCCAL16 AND AL90-C

1646 HC 2

*

1647 KKRCAL90-C

1648 KM ROUTE CAL90-C TO MEADOWIN

1649 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1650 KM FACILITY # = LCME 0026, 0028

1651 KM LINING = CONCRETE

1652 RD 1030 0.004 0.015 0 TRAP 42 0

*

1653 KK MEDB

1654 BA 0.230

1655 PB 2.77

1656 LS 0 86.9

1657 UD 0.193

*

1658 KKMEADOWIN

1659 KM COMBINE RCAL90-C AND MEDB

1660 KM COMBINATION AT MEADOWS DETENTION BASIN

1661 KO 1

1662 HC 2

*

1663 KKMEADOWDB

1664 KM MEADOWS DETENTION BASIN

1665 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1666 KM FACILITY # = LCME 0021

1667 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)

1668 KM UPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 20

1 HEC-1 INPUT PAGE 46

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1669 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT

1670 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)

1671 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB

1672 KM 100-YEAR DISCHARGE =

1673 KM SPILLWAY LENGTH = 150 FT

1674 KM SPILLWAY HEIGHT =

1675 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)

1676 KM SPILLWAY TYPE = OGEE

1677 KM PMF DISCHARGE =

1678 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT

1679 KO 1

1680 RS 1 STOR 0

1681 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02

1682 SV 174.64 196.67 211.98 213.27 235.09 309.3

1683 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43

1684 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5

1685 SQ 0 202.1 400 500 600 700 800 900 1000 1100

1686 SQ 1200 1300 1365 1380 1428 5248

*

1687 KKMEADOWOT

1688 KM ROUTE MEADOWDB TO CRMEDET

1689 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1690 KM FACILITY # = LCME 0000,0016,0018

1691 KM LINING = RCB

1692 RD 1145 0.0072 0.015 0 TRAP 14 0

*

1693 KK DAL00A

1694 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA

1695 DR DAL00A

*

1696 KK RDAL00A

1697 KM ROUTE DAL00A TO RAINBWIN

1698 KM FACILITY = LAS VEGAS CREEK - LORENZI

1699 KM FACILITY # = LCLO 0000, 0008

1700 KM LINING = RCB

1701 RD 2860 0.004 0.015 0 TRAP 7 0

*

1702 KK AL00A

1703 BA 0.474

1704 PB 2.77

1705 LS 0 90.8

1706 UD 0.355

*

1707 KK AL00A-C

1708 BA 0.230

1709 PB 2.77

1710 LS 0 93.0

1711 UD 0.305

*

1 HEC-1 INPUT PAGE 47

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1712 KKRAINBWIN

1713 KM COMBINE RDAL00A, AL00A AND AL00A-C

1714 KM COMBINATION AT RAINBOW DETENTION BASIN

1715 HC 3

*

1716 KKRAINBWDB

1717 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)

1718 KM FACILITY = LAS VEGAS CREEK CHANNEL

1719 KM FACILITY # = LCCH 0513

1720 KM REFERENCED FROM THE 90% DESIGN REPORT FOR

1721 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)

1722 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION

1723 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE

1724 KM 100-YEAR DISCHARGE =

1725 KM SPILLWAY LENGTH = 137.8 FT

1726 KM SPILLWAY HEIGHT =

1727 KM SPILLWAY CREST ELEVATION = 2391.5 FT

1728 KM SPILLWAY TYPE = BROAD-CRESTED WEIR

1729 KM PMF DISCHARGE =

1730 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT

1731 KO 1

1732 RS 1 STOR 0

1733 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81

1734 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79

1735 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373

1736 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5

1737 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72

1738 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000

*

1739 KKRAINBWOT

1740 KM ROUTE RAINBWDB TO CLC01-C

1741 KM FACILITY = LAS VEGAS CREEK CHANNEL

1742 KM FACILITY # = LCCH 0499

1743 KM LINING = RCP

1744 RD 665 0.0188 0.013 0 CIRC 3.5

*

1745 KK LC01-C

1746 BA 0.089

1747 PB 2.77

1748 LS 0 91.8

1749 UD 0.301

*

1750 KK CLC01-C

1751 KM COMBINE RAINBWOT AND LC01-C

1752 KM US 95, EAST OF RAINBOW BLVD

1753 HC 2

*

1 HEC-1 INPUT PAGE 48

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1754 KKRCLC01-C

1755 KM ROUTE CLC01-C TO CWA02-C

1756 KM FACILITY = LAS VEGAS CREEK CHANNEL

1757 KM FACILITY # = LCCH 0402,0412,0438,0458,0478

1758 KM LINING = RCP

1759 RD 5165 0.0108 0.013 0 CIRC 5

*

1760 KK WA02-C

1761 BA 0.269

1762 PB 2.77

1763 LS 0 91.5

1764 UD 0.334

*

1765 KK CWA02-C

1766 KM COMBINE RCLC01-C AND WA02-C

1767 KM JONES AND US 95

1768 HC 2

*

1769 KK AL01B-C

1770 BA 0.367

1771 PB 2.77

1772 LS 0 90.5

1773 UD 0.401

*

1774 KKCCWA02-C

1775 KM COMBINE CWA02-C AND AL01B-C

1776 KM JONES AND US 95

1777 HC 2

*

1778 KKRCCWA02C

1779 KM ROUTE CCWA02-C TO CLC11-C

1780 KM FACILITY = LAS VEGAS CREEK CHANNEL

1781 KM FACILITY # = LCCH 0302, 0377, 0400

1782 KM LINING = RCB

1783 RD 6870 0.0249 0.015 0 TRAP 8 0

*

1784 KK LC11-C

1785 BA 0.384

1786 PB 2.77

1787 LS 0 91.3

1788 UD 0.361

*

1 HEC-1 INPUT PAGE 49

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1789 KK CLC11-C

1790 KM COMBINE RCCCWA02C AND LC11-C

1791 KM DECATUR AND US 95

1792 HC 2

*

1793 KKRCLC11-C

1794 KM ROUTE CLC11-C TO CLC14-C

1795 KM FACILITY = LAS VEGAS CREEK CHANNEL

1796 KM FACILITY # = LCCH 0230, 0270

1797 KM LINING = RCB

1798 RD 2140 0.0174 0.015 0 TRAP 12 0

*

1799 KK LC14-C

1800 BA 0.320

1801 PB 2.77

1802 LS 0 90.6

1803 UD 0.423

*

1804 KK CLC14-C

1805 KM COMBINE RCLC11-C AND LC14-C

1806 KM VALLEY VIEW AND US 95

1807 HC 2

*

1808 KK WA10-C

1809 BA 0.447

1810 PB 2.77

1811 LS 0 87.8

1812 UD 0.367

*

1813 KK WA10D

1814 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN

1815 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1816 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED

1817 DT WA10NW

1818 DI 0 10 250 275 300 800 1000 3000

1819 DQ 0 0 0 25 50 550 750 2750

*

1820 KK RWA10D

1821 KM ROUTE WA10D TO CCLC14-C

1822 KM FACILITY = LAS VEGAS CREEK LATERAL

1823 KM FACILITY # = LCLT 0000,0006

1824 KM LINING = CONCRETE

1825 RD 1855 0.005 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 50

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1826 KKCCLC14-C

1827 KM COMBINE CLC14-C AND RWA10D

1828 KM VALLEY VIEW AND US 95

1829 HC 2

*

1830 KK RCCLC14

1831 KM ROUTE CCLC14-C TO CRMEDET

1832 KM FACILITY = LAS VEGAS CREEK CHANNEL

1833 KM FACILITY # = LCCH 0157,0188

1834 KM LINING = RCB

1835 RD 3875 0.0106 0.015 0 TRAP 24 0

*

1836 KK CRMEDET

1837 KM COMBINE MEADOWOT AND RCCLC14

1838 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK

1839 HC 2

*

1840 KKRCRMEDET

1841 KM ROUTE CRMEDET TO CCLC16-C

1842 KM FACILITY = LAS VEGAS CREEK CHANNEL

1843 KM FACILITY # = LCCH 0114,0127,0129,0150,0154

1844 KM LINING = RCB

1845 RD 2305 0.005 0.015 0 TRAP 28 0

*

1846 KK LC16-C

1847 BA 0.312

1848 PB 2.774

1849 LS 0 88.0

1850 UD 0.342

*

1851 KKOG011AC2

1852 BA 0.120

1853 PB 2.77

1854 LS 0 92.0

1855 UD 0.219

*

1856 KK OG011AD

1857 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM

1858 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1859 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH

1860 DT OG011D

1861 DI 0 45 100 500 994 10000

1862 DQ 0 0 55 455 949 9955

*

1 HEC-1 INPUT PAGE 51

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1863 KKROG011AD

1864 KM ROUTE OG011AD TO CWA01-C

1865 KM WASHINGTON

1866 RD 3200 0.0171 0.016 0 TRAP 0 50

*

1867 KK WA01-C

1868 BA 0.195

1869 PB 2.77

1870 LS 0 88.7

1871 UD 0.249

*

1872 KK CWA01-C

1873 KM COMBINE ROG011A-C2D AMD WA01-C

1874 KM TORREY PINES AND WASHINGTON

1875 HC 2

*

1876 KK RWA01

1877 KM ROUTE WA01-C TO CWA04-C

1878 KM WASHINGTON

1879 RD 5300 0.0142 0.016 0 TRAP 0 50

*

1880 KK WA04-C

1881 BA 0.197

1882 PB 2.77

1883 LS 0 87.7

1884 UD 0.474

*

1885 KK CWA04-C

1886 KM COMBINE RWA01 AND WA04-C

1887 KM MICHAEL AND WASHINGTON

1888 HC 2

*

1889 KK RCWA04

1890 KM ROUTE CWA04-C TO CWA09-C

1891 KM FACILITY = FREEWAY CHANNEL

1892 KM FACILITY # = LV15 0602

1893 KM LINING = RCP

1894 RD 5980 0.0159 0.013 0 CIRC 8

*

1895 KK WA09-C

1896 BA 0.101

1897 PB 2.77

1898 LS 0 91.3

1899 UD 0.363

*

1 HEC-1 INPUT PAGE 52

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1900 KK CWA09-C

1901 KM COMBINE RCWA04 AND WA09-C

1902 KM VALLEY VIEW AND WASHINGTON

1903 HC 2

*

1904 KK RCWA09

1905 KM ROUTE CWA09-C TO CWA10NW

1906 KM FACILITY = FREEWAY CHANNEL

1907 KM FACILITY # = LV15 0528

1908 KM LINING = RCB

1909 RD 700 0.0119 0.015 0 TRAP 8

*

1910 KK WA10NW

1911 KM RETURN FLOW FROM WA10NW

1912 DR WA10NW

*

1913 KK CWA10NW

1914 KM COMBINE RCWA09 AND WA10NW

1915 KM VALLEY VIEW AND WASHINGTON

1916 HC 2

*

1917 KKRCWA10NW

1918 KM ROUTE CWA10NW TO CWA13-C

1919 KM FACILITY = FREEWAY CHANNEL

1920 KM FACILITY # = LV15 0528

1921 KM LINING = RCB

1922 RD 4420 0.0119 0.015 0 TRAP 8 0

*

1923 KK WA13-C

1924 BA 0.333

1925 PB 2.77

1926 LS 0 89.8

1927 UD 0.264

*

1928 KK CWA13-C

1929 KM COMBINE RCWA10NW AND WA13-C

1930 KM RANCHO DRIVE AND WASHINGTON

1931 HC 2

*

1932 KK WA13D

1933 KM REFERENCED FROM US-95 WIDENING PROJECT

1934 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1935 DT WA13NW

1936 DI 0 500 812 1000 1200

1937 DQ 0 197 322 391 473

*

1 HEC-1 INPUT PAGE 53

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1938 KK RWA13D

1939 KM ROUTE WA13D TO CLC16-C

1940 KM FACILITY = FREEWAY CHANNEL

1941 KM FACILITY # = LCRA 0000,0004,0050

1942 KM LINING = RCB

1943 RD 3100 0.0077 0.015 0 TRAP 12 0

*

1944 KK CLC16-C

1945 KM COMBINE LC16-C AND RWA13D

1946 KM RANCHO AND US 95

1947 HC 2

*

1948 KKCCLC16-C

1949 KM COMBINE RCRMEDET AND CLC16-C

1950 KM RANCHO AND US 95

1951 HC 2

*

1952 KK RCCLC16

1953 KM ROUTE CCLC16-C TO CLC20-C

1954 KM FACILITY = LAS VEGAS CREEK CHANNEL

1955 KM FACILITY # = LCCH 0013, 0051, 0110

1956 KM LINING = RCB

1957 RD 3700 0.006 0.015 0 TRAP 28 0

*

1958 KK LC20-C

1959 BA 0.174

1960 PB 2.77

1961 LS 0 91.4

1962 UD 0.483

*

1963 KK CLC20-C

1964 KM COMBINE RCCLC16 AND LC20-C

1965 KM MARTIN LUTHER KING AND US 95

1966 HC 2

*

1967 KKRCLC20-C

1968 KM ROUTE CLC20-C TO CCAL93

1969 KM FACILITY = LAS VEGAS CREEK CHANNEL

1970 KM FACILITY # = LCCH 0000,0013

1971 KM LINING = RCB

1972 RD 2765 0.0082 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 54

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1973 KK CCAL93

1974 KM COMBINE CAL93 AND RCLC20-C

1975 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)

1976 HC 2

*

1977 KK RCCAL93

1978 KM ROUTE CCAL93 TO CLC21

1979 KM FACILITY = WASHINGTON AVENUE CHANNEL

1980 KM FACILITY # = LVWH 0429,0431,0447,0484

1981 KM LINING = RCB

1982 RD 2410 0.0015 0.015 0 TRAP 43 0

*

1983 KK LC21

1984 BA 0.599

1985 PB 2.77

1986 LS 0 94.8

1987 UD 0.550

*

1988 KK CLC21

1989 KM COMBINE RCCAL93 AND LC21

1990 KM INDUSTRIAL AND US 95

1991 HC 2

*

1992 KK DCLC21

1993 KM FLOW SPLIT TO FACILITY LVOE 0345

1994 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY

1995 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY

1996 DT DLVOE

1997 DI 0 2870 10000

1998 DQ 0 0 7130

*

1999 KK RDCLC21

2000 KM ROUTE DCLC21 TO CV1-C

2001 KM FACILITY = WASHINGTON AVENUE CHANNEL

2002 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426

2003 KM LINING = RCB

2004 RD 4785 0.009 0.015 0 TRAP 12 0

*

2005 KK V1-C

2006 BA 0.282

2007 PB 2.77

2008 LS 0 92.0

2009 UD 0.339

*

1 HEC-1 INPUT PAGE 55

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2010 KK CH59-C

2011 BA 0.340

2012 PB 2.77

2013 LS 0 94.0

2014 UD 0.489

*

2015 KK DCH59-C

2016 KM FLOW SPLIT TO CH60A-C

2017 KM SPLIT TO FLAMINGO WASH SYSTEM

2018 KM DEVELOPED FROM CWH MODEL

2019 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

2020 DT DFLAM

2021 DI 0 222 1000

2022 DQ 0 0 778

*

2023 KKDDCH59-C

2024 KM FLOW SPLIT TO BN03-C

2025 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS

2026 KM DBN00 IN CWH

2027 DT DBN03

2028 DI 0 167 1000

2029 DQ 0 0 833

*

2030 KK RDDCH59

2031 KM ROUTE DDCH59-C TO CV1-C

2032 KM 48" RCP UNDER LAS VEGAS BLVD

2033 KM LINING = RCP

2034 RD 3000 0.0217 0.013 0 CIRC 4

*

2035 KK CV1-C

2036 KM COMBINE RCLC21, V1-C, AND RDDCH59

2037 KM WASHINGTON AND LAS VEGAS BLVD

2038 HC 3

*

2039 KK RCV1-C

2040 KM ROUTE CV1-C TO CX-C1

2041 KM FACILITY = WASHINGTON AVENUE CHANNEL

2042 KM FACILITY # = LVWH 0240, 0305

2043 KM LINING = RCB

2044 RD 2750 0.015 0.015 0 TRAP 24 0

*

2045 KK X-C1

2046 BA 0.278

2047 PB 2.77

2048 LS 0 90.6

2049 UD 0.272

*

1 HEC-1 INPUT PAGE 56

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2050 KK CX-C1

2051 KM COMBINE RCV1-C AND X-C1

2052 KM WASHINGTON AND BRUCE

2053 HC 2

*

2054 KK RCX-C1

2055 KM ROUTE CX-C1 TO CN-C

2056 KM FACILITY = WASHINGTON AVENUE CHANNEL

2057 KM FACILITY # = LVWH 0240

2058 KM LINING = RCB

2059 RD 2540 0.015 0.015 0 TRAP 24 0

*

2060 KK M

2061 BA 0.267

2062 PB 2.77

2063 LS 0 90.2

2064 UD 0.426

*

2065 KK RM

2066 KM ROUTE M TO CN-C

2067 KM SEARLES TO EASTERN

2068 RD 3900 0.0064 0.016 0 TRAP 0 50

*

2069 KK N-C

2070 BA 0.264

2071 PB 2.77

2072 LS 0 88.5

2073 UD 0.408

*

2074 KK CN-C

2075 KM COMBINE RCX-C1, RM, AND N-C

2076 KM WASHINGTON AND EASTERN

2077 HC 3

*

2078 KK RCN-C

2079 KM ROUTE CN-C TO CP-C

2080 KM FACILITY = WASHINGTON AVENUE CHANNEL

2081 KM FACILITY # = LVWH 0155,0234

2082 KM LINING = RCB

2083 RD 2600 0.0068 0.015 0 TRAP 30 0

*

2084 KK P-C

2085 BA 0.309

2086 PB 2.77

2087 LS 0 87.4

2088 UD 0.397

*

1 HEC-1 INPUT PAGE 57

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2089 KK CP-C

2090 KM COMBINE RCN-C AND P-C

2091 KM WASHINGTON AND MOJAVE

2092 HC 2

*

2093 KK RCP-C

2094 KM ROUTE CP-C TO CQ-C

2095 KM FACILITY = WASHINGTON AVENUE CHANNEL

2096 KM FACILITY # = LVWH 0136,0155

2097 KM LINING = RCB

2098 RD 2600 0.0068 0.015 0 TRAP 30 0

*

2099 KK Q-C

2100 BA 0.258

2101 PB 2.77

2102 LS 0 85.6

2103 UD 0.408

*

2104 KK CQ-C

2105 KM COMBINE RCP-C AND Q-C

2106 KM WASHINGTON AND PECOS

2107 HC 2

*

2108 KK RCQ-C

2109 KM ROUTE CQ-C TO CLVW01-C

2110 KM FACILITY = WASHINGTON AVENUE CHANNEL

2111 KM FACILITY # = LVWH 0086,0087,0136

2112 KM LINING = RCB

2113 RD 3800 0.0033 0.015 0 TRAP 36 0

*

2114 KK LVW01-C

2115 BA 0.236

2116 PB 2.77

2117 LS 0 85.0

2118 UD 0.456

*

2119 KKCLVW01-C

2120 KM COMBINE RCQ-C AND LVW01-C

2121 KM COMBINATION OF FLOWS AT LAS VEGAS WASH

2122 HC 2

*

2123 KK DLVOE

2124 KM RETRIEVE DLVOE

2125 DR DLVOE

*

1 HEC-1 INPUT PAGE 58

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2126 KK RDLVOE

2127 KM ROUTE DLVOE TO CH-C1

2128 KM FACILITY = OWENS AVENUE CHANNEL

2129 KM FACILITY # = LVOE 0236,0331,0345

2130 KM LINING = RCB

2131 RD 7435 0.0133 0.015 0 TRAP 13 0

*

2132 KK H-C1

2133 BA 0.287

2134 PB 2.77

2135 LS 0 91.8

2136 UD 0.270

*

2137 KK CH-C1

2138 KM COMBINE H-C AND RDLVOE

2139 KM OWENS AND LAS VEGAS BLVD

2140 HC 2

*

2141 KK RCH-C1

2142 KM ROUTE CH-C1 TO CE-C

2143 KM FACILITY = OWENS AVENUE CHANNEL

2144 KM FACILITY # = LVOE 0134

2145 KM LINING = RCB

2146 RD 5380 0.01 0.015 0 TRAP 12 0

*

2147 KK E-C

2148 BA 0.614

2149 PB 2.77

2150 LS 0 87.2

2151 UD 0.395

*

2152 KK CE-C

2153 KM COMBINE RCH-C AND E-C

2154 KM OWENS AND EASTERN

2155 HC 2

*

2156 KK RCE-C

2157 KM ROUTE CE-C TO CG

2158 KM FACILITY = OWENS AVENUE CHANNEL

2159 KM FACILITY # = LVOE 0085

2160 KM LINING = RCB

2161 RD 2540 0.0062 0.015 0 TRAP 13 0

*

1 HEC-1 INPUT PAGE 59

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2162 KK G

2163 BA 0.233

2164 PB 2.77

2165 LS 0 84.2

2166 UD 0.422

*

2167 KK CG

2168 KM COMBINE RCE-C AND G

2169 KM OWENS AND STATZ

2170 HC 2

*

2171 KK RCG

2172 KM ROUTE CG TO CK-C1

2173 KM FACILITY = OWENS AVENUE CHANNEL

2174 KM FACILITY # = LVOE 0000

2175 KM LINING = RCB

2176 RD 4700 0.0047 0.015 0 TRAP 15 0

*

2177 KK K-C1

2178 BA 0.320

2179 PB 2.77

2180 LS 0 85.1

2181 UD 0.500

*

2182 KK CK-C1

2183 KM COMBINE RCG AND K-C1

2184 KM OWENS, AT LVMD 1354

2185 HC 2

*

2186 KK RCK-C1

2187 KM ROUTE CK-C1 TO CLVW01

2188 KM FACILITY = LAS VEGAS WASH MIDDLE

2189 KM FACILITY # = LVMD 1321

2190 KM LINING = CONCRETE

2191 RD 1950 0.004 0.015 0 TRAP 80 2

*

2192 KKCCLVW01C

2193 KM COMBINE CLVW01-C AND RCRCK-C

2194 KM COMBINATION OF LAS VEGAS WASH FLOWS

2195 HC 2

*

2196 KKRCCLVW01

2197 KM ROUTE CLVW01C TO CCBN15-C

2198 KM FACILITY = LAS VEGAS WASH MIDDLE

2199 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273

2200 KM LINING = CONCRETE

2201 RD 7445 0.004 0.015 0 TRAP 60 2

*

1 HEC-1 INPUT PAGE 60

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2202 KK BN06-C

2203 BA 0.340

2204 PB 2.77

2205 LS 0 89.3

2206 UD 0.201

*

2207 KK BN03-C

2208 BA 0.415

2209 PB 2.77

2210 LS 0 87.3

2211 UD 0.344

*

2212 KK DBN03

2213 KM RETREIVE DBN03

2214 DR DBN03

*

2215 KK RDBN03

2216 KM ROUTE DBN03 TO CBN03

2217 KM BONANZA

2218 RD 5900 0.0264 0.016 0 TRAP 0 50

*

2219 KK CBN03

2220 KM COMBINE BN06-C, BN03-C, AND RDBN03

2221 KM BONANZA AND EASTERN

2222 HC 3

*

2223 KK RCBN03

2224 KM ROUTE CBN03 TO CBN08

2225 KM FACILITY = LAS VEGAS WASH - BONANZA

2226 KM FACILITY # = LVBZ 0211,0224

2227 KM LINING = RCB

2228 RD 2980 0.0072 0.015 0 TRAP 8 0

*

2229 KK BN08

2230 BA 0.210

2231 PB 2.77

2232 LS 0 91.8

2233 UD 0.378

*

2234 KK CBN08

2235 KM COMBINE RCBN03 AND BN08

2236 KM BONANZA AND MOJAVE

2237 HC 2

*

1 HEC-1 INPUT PAGE 61

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2238 KK RCBN08

2239 KM ROUTE CBN08 TO CBN09

2240 KM FACILITY = LAS VEGAS WASH - BONANZA

2241 KM FACILITY # = LVBZ 0167, 0188

2242 KM LINING = RCB

2243 RD 2330 0.007 0.015 0 TRAP 9 0

*

2244 KK BN09

2245 BA 0.233

2246 PB 2.77

2247 LS 0 83.9

2248 UD 0.411

*

2249 KK CBN09

2250 KM COMBINE RCBN08 AND BN09

2251 KM BONANZA AND PECOS

2252 HC 2

*

2253 KK RCBN09

2254 KM ROUTE CBN09 TO CBN10-C

2255 KM FACILITY = LAS VEGAS WASH - BONANZA

2256 KM FACILITY # = LVBZ 0114

2257 KM LINING = RCB

2258 RD 2740 0.004 0.015 0 TRAP 24 0

*

2259 KK BN10-C

2260 BA 0.257

2261 PB 2.77

2262 LS 0 88.8

2263 UD 0.406

*

2264 KK CBN10-C

2265 KM COMBINE RDCBN09 AND BN10-C

2266 KM BONANZA AND SANDHILL

2267 HC 2

*

2268 KKRCBN10-C

2269 KM ROUTE CBN10-C TO CBN12-C

2270 KM FACILITY = LAS VEGAS WASH - BONANZA

2271 KM FACILITY # = LVBZ 0064

2272 KM LINING = RCB

2273 RD 2630 0.004 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 62

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2274 KK BN12-C

2275 BA 0.323

2276 PB 2.77

2277 LS 0 87.4

2278 UD 0.397

*

2279 KK CBN12-C

2280 KM COMBINE RCBN10-C AND BN12-C

2281 KM BONANZA AND LAMB

2282 HC 2

*

2283 KKRCBN12-C

2284 KM ROUTE CBN12-C TO CBN15-C

2285 KM FACILITY = LAS VEGAS WASH - BONANZA

2286 KM FACILITY # = LVBZ 0000

2287 KM LINING = RCB

2288 RD 3400 0.004 0.015 0 TRAP 24 0

*

2289 KK BN15-C

2290 BA 0.283

2291 PB 2.77

2292 LS 0 87.0

2293 UD 0.414

*

2294 KK CBN15-C

2295 KM COMBINE RCBN12-C AND BN15-C

2296 KM LAS VEGAS WASH AND BONANZA

2297 HC 2

*

2298 KKCCBN15-C

2299 KM COMBINE RCCLVW01 AND CBN15-C

2300 KM LAS VEGAS WASH AND BONANZA

2301 HC 2

*

2302 KKRCBN15-C

2303 KM ROUTE CCBN15-C TO CCCA10-C

2304 KM FACILITY = LAS VEGAS WASH MIDDLE

2305 KM FACILITY # = LVMD 1149

2306 KM LINING = CONCRETE

2307 RD 1675 0.0041 0.015 0 TRAP 70 1.5

*

2308 KK CA03

2309 BA 0.345

2310 PB 2.77

2311 LS 0 88.1

2312 UD 0.298

*

1 HEC-1 INPUT PAGE 63

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2313 KK RCA03

2314 KM ROUTE CA03 TO CCA04

2315 KM STEWART

2316 RD 3000 0.0107 0.016 0 TRAP 0 50

*

2317 KK CA04-C

2318 BA 0.370

2319 PB 2.77

2320 LS 0 89.6

2321 UD 0.394

*

2322 KK CCA04

2323 KM COMBINE RCA03 AND CA04-C

2324 KM STEWART AND MOJAVE

2325 HC 2

*

2326 KK RCCA04

2327 KM ROUTE CCA04 TO CCA05

2328 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART

2329 KM FACILITY # = CNST 0000

2330 KM LINING = RCB

2331 RD 2120 0.009 0.015 0 TRAP 8 0

*

2332 KK CA05

2333 BA 0.241

2334 PB 2.77

2335 LS 0 91.9

2336 UD 0.378

*

2337 KK CCA05

2338 KM COMBINE RCCA04 AND CA05

2339 KM STEWART AND PECOS

2340 HC 2

*

2341 KK RCCA05

2342 KM ROUTE CCA05 TO CCA06

2343 KM FACILITY = CEDAR AVENUE CHARLESTON

2344 KM FACILITY # = CACN 0001

2345 KM LINING = RCB

2346 RD 1867 0.004 0.015 0 TRAP 10 0

*

2347 KK CA06-C

2348 BA 0.401

2349 PB 2.77

2350 LS 0 85.0

2351 UD 0.418

*

1 HEC-1 INPUT PAGE 64

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2352 KK CCA06

2353 KM COMBINE RCCA05 AND CA06-C

2354 KM PECOS AND CEDAR AVENUE

2355 HC 2

*

2356 KK RCCA06

2357 KM ROUTE CCA06 TO CCA08

2358 KM FACILITY = CEDAR AVENUE CHANNEL

2359 KM FACILITY # = CACH 0081,0127,0129,0146,0148

2360 KM LINING = CONCRETE

2361 RD 4634 0.0026 0.015 0 TRAP 10 0

*

2362 KK CA08-C

2363 BA 0.256

2364 PB 2.77

2365 LS 0 90.8

2366 UD 0.400

*

2367 KK CCA08-C

2368 KM COMBINE RCCA06 AND CA08-C

2369 KM CEDAR AVENUE AND LAMB

2370 HC 2

*

2371 KKRCCA08-C

2372 KM ROUTE CCA08 TO CCA10-C

2373 KM FACILITY = CEDAR AVENUE CHANNEL

2374 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079

2375 KM LINING = CONCRETE

2376 RD 4386 0.0037 0.015 0 TRAP 10 0

*

2377 KK CA10-C

2378 BA 0.192

2379 PB 2.77

2380 LS 0 90.3

2381 UD 0.433

*

2382 KK CCA10-C

2383 KM COMBINE RCCA08-C AND CA10-C

2384 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH

2385 HC 2

*

2386 KKCCCA10-C

2387 KM COMBINE RCBN15-C AND CCA10-C

2388 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH

2389 HC 2

*

1 HEC-1 INPUT PAGE 65

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2390 KKRCCCA10C

2391 KM ROUTE CCCA10-C TO CCST03-C

2392 KM FACILITY = LAS VEGAS WASH MIDDLE

2393 KM FACILITY # = LVMD 1119,1121

2394 KM LINING = CONCRETE

2395 RD 1520 0.002 0.015 0 TRAP 90 1

*

2396 KK ST01-C

2397 BA 0.246

2398 PB 2.77

2399 LS 0 90.2

2400 UD 0.478

*

2401 KK RST01-C

2402 KM ROUTE ST01-C TO CST03-C

2403 KM STEWART

2404 RD 4700 0.0032 0.016 0 TRAP 0 50

*

2405 KK ST03-C

2406 BA 0.221

2407 PB 2.77

2408 LS 0 89.4

2409 UD 0.511

*

2410 KK CST03-C

2411 KM COMBINE RST01-C AND ST03-C

2412 KM STEWART AND LAS VEGAS WASH

2413 HC 2

*

2414 KKCCST03-C

2415 KM COMBINE RCCCA10C AND CST03-C

2416 KM STEWART AND LAS VEGAS WASH

2417 HC 2

*

2418 KKRCCST03C

2419 KM ROUTE CCST03-C TO CCCH77-C

2420 KM FACILITY = LAS VEGAS WASH MIDDLE

2421 KM FACILITY # = LVMD 1069,1071

2422 KM LINING = CONCRETE

2423 RD 2707 0.0043 0.015 0 TRAP 90 1.5

*

2424 KK CH70-C

2425 BA 0.260

2426 PB 2.77

2427 LS 0 90.5

2428 UD 0.435

*

1 HEC-1 INPUT PAGE 66

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2429 KK CH73

2430 BA 0.141

2431 PB 2.77

2432 LS 0 90.9

2433 UD 0.140

*

2434 KK CCH73-C

2435 KM COMBINE CH70-C AND CH73

2436 KM CHARLESTON AND US 95

2437 HC 2

*

2438 KK RCH73

2439 KM ROUTE CCH73 TO CCH75-C

2440 KM CHARLESTON

2441 RD 3300 0.0061 0.016 0 TRAP 0 50

*

2442 KK CH75-C

2443 BA 0.356

2444 PB 2.77

2445 LS 0 90.3

2446 UD 0.517

*

2447 KK CCH75-C

2448 KM COMBINE RCH73 AND CH75-C

2449 KM LAMB AND CHARLESTON

2450 HC 2

*

2451 KK CH76

2452 BA 0.138

2453 PB 2.77

2454 LS 0 92.6

2455 UD 0.339

*

2456 KK CCH76

2457 KM COMBINE CH76 AND CCH75-C

2458 KM LAMB AND CHARLESTON

2459 HC 2

*

2460 KK RCCH76

2461 KM ROUTE CCH76 TO CCH77-C

2462 KM FACILITY = LAS VEGAS WASH - CHARLESTON

2463 KM FACILITY # = LVCA 0000

2464 KM LINING = RCB

2465 RD 4600 0.003 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE 67

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2466 KK CH77-C

2467 BA 0.448

2468 PB 2.77

2469 LS 0 90.1

2470 UD 0.517

*

2471 KK CCH77-C

2472 KM COMBINE RCCH76 AND CH77-C

2473 KM CHARLESTON FLOW @ LAS VEGAS WASH

2474 HC 2

*

2475 KKCCCH77-C

2476 KM COMBINE RCCST03C AND CCH77-C

2477 KM CHARLESTON BLVD @ LAS VEGAS WASH

2478 HC 2

*

2479 KK RCCCH73

2480 KM ROUTE CCCH73 TO CCNEL06

2481 KM FACILITY = LAS VEGAS WASH MIDDLE

2482 KM FACILITY # = LVMD 1054

2483 KM LINING = CONCRETE

2484 RD 860 0.005 0.015 0 TRAP 120 0

*

2485 KK CH91-C

2486 BA 0.128

2487 PB 2.77

2488 LS 0 94.2

2489 UD 0.257

*

2490 KK RCH91-C

2491 KM ROUTE CH91-C TO CCH92-C

2492 KM COLORADO AVENUE

2493 RD 4100 0.0134 0.016 0 TRAP 0 50

*

2494 KK CH92-C

2495 BA 0.223

2496 PB 2.77

2497 LS 0 89.7

2498 UD 0.336

*

2499 KK CCH92-C

2500 KM COMBINE RCH91-C AND CH92-C

2501 KM COLORADO AND US 95

2502 HC 2

*

1 HEC-1 INPUT PAGE 68

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2503 KK RCH92-C

2504 KM ROUTE CCH92-C TO CCH94

2505 KM FACILITY = COLORADO AVENUE SYSTEM

2506 KM FACILITY # = LVCO 0106,0109

2507 KM LINING = RCB

2508 RD 2941 0.0067 0.015 0 TRAP 10 0

*

2509 KK CH93

2510 BA 0.266

2511 PB 2.77

2512 LS 0 88.0

2513 UD 0.344

*

2514 KK RCH93

2515 KM ROUTE CH93 TO CCH94

2516 KM WYOMING

2517 RD 3800 0.004 0.016 0 TRAP 0 50

*

2518 KK CH94

2519 BA 0.363

2520 PB 2.77

2521 LS 0 84.0

2522 UD 0.522

*

2523 KK CCH94

2524 KM COMBINE RCH93 AND CH94

2525 KM COLORADO AND LAMB

2526 HC 2

*

2527 KK CCCH94

2528 KM COMBINE RCH92-C AND CCH94

2529 KM COLORADO AND LAMB

2530 HC 2

*

2531 KK RCCCH94

2532 KM ROUTE CCH94 TO CNEL06

2533 KM FACILITY = COLORADO AVENUE SYSTEM

2534 KM FACILITY # = LVCO 0000,0012,0064

2535 KM LINING = RCB

2536 RD 5344 0.0024 0.015 0 TRAP 10 0

*

2537 KK NEL06-C

2538 BA 0.323

2539 PB 2.77

2540 LS 0 88.2

2541 UD 0.483

*

1 HEC-1 INPUT PAGE 69

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2542 KK CNEL06

2543 KM COMBINE RCCH94 AND NEL06

2544 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH

2545 HC 2

*

2546 KK CCNEL06

2547 KM COMBINE RCCNEL04 AND CNEL06

2548 KM LAS VEGAS WASH AND COLORADO AVE.

2549 HC 2

*

2550 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW

 

NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW

 

44 CH59-C

.

.

62 .-------> DFLAM

57 DCH59-C

.

.

65 . FW01

. V

. V

70 . RFW1

. .

. .

74 . . FW02

. . .

. . .

79 . CFW2............

. V

. V

83 . RCFW2

. .

. .

87 . . FW03

. . .

. . .

92 . CFW3............

. V

. V

96 . RCFW3

. .

. .

102 . . FW5

. . .

. . .

107 . CFW5............

. .

. .

115 . .-------> DFW11

111 . DFW5

. V

. V

118 . RDFW5

. .

. .

124 . . CE2EA-C

. . V

. . V

129 . . RCE2EA

. . .

. . .

133 . . . R4C1

. . . .

. . . .

138 . CR4C1........................

. V

. V

142 . RCR4C1

. .

. .

148 . . CE2EC

. . V

. . V

153 . . RCE2EC

. . .

. . .

157 . . . CE2ED-C

. . . .

. . . .

162 . . CCE2ED-C............

. . .

. . .

171 . . .-------> DCPS03

166 . . DCCE2ED

. . V

. . V

174 . . RDCCE2ED

. . .

. . .

178 . . . CE3FA

. . . .

. . . .

183 . CCE3FA........................

. V

. V

187 . RCCE3FA

. .

. .

193 . . PS01-C

. . V

. . V

198 . . RPS01-C

. . .

. . .

204 . . . PS03

. . . .

. . . .

209 . . CPS03............

. . .

. . .

213 . . . ED01

. . . V

. . . V

218 . . . RED01

. . . .

. . . .

222 . . . . ED02

. . . . .

. . . . .

227 . . . . . ED11

. . . . . .

. . . . . .

232 . . . . . . ED12

. . . . . . .

. . . . . . .

237 . . . . . CED12............

. . . . . V

. . . . . V

241 . . . . . RCED12

. . . . . .

. . . . . .

245 . . . . . . ED13

. . . . . . .

. . . . . . .

250 . . . . . CED13............

. . . . . V

. . . . . V

254 . . . . . RCED13

. . . . . .

. . . . . .

260 . . . CED02........................

. . . V

. . . V

264 . . . RCED02

. . . .

. . . .

272 . . . . .<------- DCPS03

270 . . . . DCPS03

. . . . V

. . . . V

273 . . . . RDPS03

. . . . .

. . . . .

277 . . CCPS03........................

. . V

. . V

281 . . RCCPS03

. . .

. . .

287 . . . PS06-C

. . . .

. . . .

292 . . CPS06............

. . .

. . .

296 . CCPS06............

. V

. V

300 . RCCPS06

. .

. .

306 . . FW09

. . .

. . .

314 . . .-------> DSM

311 . . DSPM

. . V

. . V

317 . . RDSPM

. . .

. . .

322 . . . CE3FD-C

. . . .

. . . .

327 . . CCE3FD-C............

. . V

. . V

331 . . RCCE3FD

. . .

. . .

337 . CRCPS06............

. V

. V

341 . RCRCPS06

. .

. .

347 . . PS08

. . .

. . .

352 . CPS08............

. .

. .

356 . . ED05-C

. . V

. . V

361 . . RED05-C

. . .

. . .

365 . CCPS08............

. V

. V

369 . RCCPS08

. .

. .

375 . . ED10-C

. . .

. . .

380 . CED10-C............

. V

. V

384 . RCED10-C

. .

. .

390 . . SA06-C

. . V

. . V

395 . . RSA06-C

. . .

. . .

401 . . . SA08

. . . .

. . . .

406 . . CSA08............

. . .

. . .

410 . CCSA08............

. V

. V

414 . RCCSA08

. .

. .

420 . . CH14-C

. . V

. . V

425 . . RCH14-C

. . .

. . .

429 . . . OK09-C

. . . .

. . . .

434 . . COK09-C............

. . V

. . V

438 . . RCOK09-C

. . .

. . .

444 . . . OK10

. . . .

. . . .

449 . . COK10............

. . V

. . V

453 . . RCOK10

. . .

. . .

459 . . . OK11-C

. . . .

. . . .

464 . . 1COK11C............

. . .

. . .

468 . COK11C............

. V

. V

472 . RCOK11C

. .

. .

478 . . WAL1

. . V

. . V

483 . . RWAL1

. . .

. . .

487 . . . WAL2

. . . .

. . . .

492 . . CWAL2............

. . .

. . .

495 . CCWAL2............

. V

. V

499 . RCCWAL2

. .

. .

505 . . CH50

. . .

. . .

510 . CCH50............

. .

. .

514 . . CH15-C

. . V

. . V

519 . . RCH15-C

. . .

. . .

523 . . . CH18-C

. . . .

. . . .

528 . . CCH18-C............

. . V

. . V

532 . . RCCH18-C

. . .

. . .

538 . . . AL92

. . . .

. . . .

547 . . . .-------> DAL93

543 . . . DAL92

. . . V

. . . V

550 . . . RDAL92

. . . .

. . . .

554 . . . . AL95-C

. . . . .

. . . . .

559 . . . CAL95............

. . . V

. . . V

563 . . . RCAL95-C

. . . .

. . . .

569 . . CCCH18-C............

. . V

. . V

573 . . RCCCH18C

. . .

. . .

579 . . . CH22-C

. . . .

. . . .

584 . . CCH22............

. . .

. . .

588 . CCCH22............

. V

. V

592 . RCCCH22

. .

. .

598 . . CH51

. . V

. . V

603 . . RCH51

. . .

. . .

609 . . . CH52-C

. . . .

. . . .

614 . CCH52........................

. V

. V

618 . RCCH52

. .

. .

624 . . CH56-A

. . .

. . .

629 . CCH56A............

. V

. V

633 . RCCH56A

. .

. .

639 . . CH56-B

. . .

. . .

646 . . . .<------- DFLAM

644 . . . DFLAM

. . . V

. . . V

647 . . . RDFLAM

. . . .

. . . .

653 . . . . CH60-A

. . . . .

. . . . .

658 . . . CCH60A............

. . . .

. . . .

661 . CCH56B........................

. V

. V

665 . RCCH56B

. .

. .

671 . . CH63-A

. . .

. . .

676 . CCH63A............

. V

. V

680 . RCCH63A

. .

. .

686 . . CH63-B

. . .

. . .

691 . CCH63B............

. V

. V

695 . RCCH63B

. .

. .

701 . . CH68-A

. . .

. . .

706 . CCH68A............

. V

. V

710 . RCCH68A

. .

. .

716 . . CH67-A

. . .

. . .

721 . CCH67A............

. V

. V

724 . RCCH67A

. .

. .

730 . . CH64-A

. . V

. . V

735 . . RCH64-A

. . .

. . .

739 . . . FR04-A

. . . .

. . . .

744 . . CFR04A............

. . .

. . .

747 . CCFR04A............

. V

. V

751 . RCCFR04A

. .

. .

757 . . FR03-A

. . .

. . .

762 . CFR03A............

. V

. V

766 . RCFR03A

. .

. .

772 . . SA10-2

. . .

. . .

777 . . . SA10-1

. . . .

. . . .

782 . . CSA10-1............

. . V

. . V

786 . . RCSA10-1

. . .

. . .

792 . . . SA11

. . . .

. . . .

797 . . CSA11............

. . V

. . V

801 . . RCSA11

. . .

. . .

807 . . . SA13-CB

. . . .

. . . .

812 . . CSA13-CB............

. . V

. . V

816 . . RCSA13-C

. . .

. . .

822 . . . FR01B

. . . .

. . . .

827 . . CFR01B............

. . V

. . V

831 . . RCFR01B

. . .

. . .

837 . . . SA13-CC

. . . .

. . . .

842 . . CSA13-CC............

. . V

. . V

846 . . RCSA13-C

. . .

. . .

852 . . . FR02A

. . . .

. . . .

857 . . CFR02A............

. . V

. . V

861 . . RCFR02A

. . .

. . .

867 . . . FR02B

. . . .

. . . .

872 . . CFR02B............

. . .

. . .

876 . . . SA14A

. . . .

. . . .

881 . . CSA14A............

. . V

. . V

885 . . RCSA14A

. . .

. . .

891 . . . SA13-CA

. . . V

. . . V

896 . . . RSA13-CA

. . . .

. . . .

900 . . . . FW40A

. . . . .

. . . . .

905 . . . CFW40A............

. . . .

. . . .

912 . . . .-------> DFW40AE

909 . . . DFW40AN

. . . V

. . . V

915 . . . RDFW40AN

. . . .

. . . .

919 . . . . SA14B

. . . . .

. . . . .

924 . . CSA14B........................

. . V

. . V

928 . . RCSA14B

. . .

. . .

934 . . . FR01A

. . . V

. . . V

939 . . . RFR01A

. . . .

. . . .

943 . . . . FR02C

. . . . .

. . . . .

948 . . . CFR02C............

. . . V

. . . V

952 . . . RFR02C

. . . .

. . . .

958 . . . . SA14C

. . . . .

. . . . .

963 . . CSA14C........................

. . V

. . V

967 . . RCSA14C

. . .

. . .

973 . . . SA16A

. . . .

. . . .

978 . . CSA16A............

. . V

. . V

982 . . RCSA16A

. . .

. . .

990 . . . .<------- DFW40AE

988 . . . DFW40AE

. . . .

. . . .

991 . . . . FW41A

. . . . .

. . . . .

996 . . . CFW41A............

. . . .

. . . .

1003 . . . .-------> DFW41AE

1000 . . . DFW41AN

. . . V

. . . V

1006 . . . RDFW41AN

. . . .

. . . .

1010 . . . . SA16B

. . . . .

. . . . .

1015 . . CSA16B........................

. . V

. . V

1019 . . RCSA16B

. . .

. . .

1025 . . . SA16C

. . . .

. . . .

1030 . . CSA16C............

. . .

. . .

1034 . . . FR03-B

. . . .

. . . .

1039 . . CFR03B............

. . V

. . V

1043 . . RCFR03B

. . .

. . .

1049 . . . FR03-C

. . . .

. . . .

1054 . CCFR03........................

. .

. .

1058 . . AL96-C

. . V

. . V

1063 . . RAL96

. . .

. . .

1071 . . . .<------- DAL93

1069 . . . DAL93

. . . V

. . . V

1072 . . . RDAL93

. . . .

. . . .

1076 . . . . AL93-C

. . . . .

. . . . .

1081 . . CAL93........................

. . .

. . .

1085 . . . 1-GOLF

. . . V

. . . V

1090 . . . R1-GOLF

. . . .

. . . .

1094 . . . . 2a-OAK-C

. . . . .

. . . . .

1099 . . . C2a-OAK............

. . . V

. . . V

1103 . . . RC2a-OAK

. . . .

. . . .

1107 . . . . 3-ELP-C

. . . . .

. . . . .

1112 . . . C3-ELP-C............

. . . V

. . . V

1116 . . . RC3-ELPC

. . . .

. . . .

1122 . . . . 3a-OAK-C

. . . . .

. . . . .

1127 . . . C3a-OAKC............

. . . V

. . . V

1131 . . . RC3aOAKC

. . . .

. . . .

1137 . . . . 3-HOLM-C

. . . . V

. . . . V

1142 . . . . R3-HOLMC

. . . . .

. . . . .

1148 . . . . . 5-OAK-C

. . . . . .

. . . . . .

1153 . . . . C5-OAK-C............

. . . . .

. . . . .

1157 . . . OAKEYIN............

. . . V

. . . V

1162 . . . OAKEYDB

. . . V

. . . V

1183 . . . OAKEYOT

. . . .

. . . .

1189 . . . . SA01-C

. . . . V

. . . . V

1194 . . . . RSA01-C

. . . . .

. . . . .

1198 . . . . . SA05

. . . . . .

. . . . . .

1203 . . . . CSA05............

. . . . V

. . . . V

1207 . . . . RCSA05

. . . . .

. . . . .

1213 . . . . . SA06

. . . . . .

. . . . . .

1218 . . . . CSA06............

. . . . .

. . . . .

1222 . . . . . OK06-C

. . . . . V

. . . . . V

1227 . . . . . ROK06-C

. . . . . .

. . . . . .

1231 . . . . . . OK07

. . . . . . .

. . . . . . .

1236 . . . . COK07........................

. . . . V

. . . . V

1240 . . . . RCOK07

. . . . .

. . . . .

1246 . . . . . OK03-C

. . . . . V

. . . . . V

1251 . . . . . ROK03-C

. . . . . .

. . . . . .

1255 . . . . . . OK04-C

. . . . . . .

. . . . . . .

1260 . . . . COK04-C........................

. . . . V

. . . . V

1264 . . . . RCOK04-C

. . . . .

. . . . .

1270 . . . . . OK08

. . . . . .

. . . . . .

1275 . . . . COK08............

. . . . .

. . . . .

1279 . . . CCOK08............

. . . V

. . . V

1283 . . . RCCOK08

. . . .

. . . .

1289 . . . . CH04-C

. . . . V

. . . . V

1294 . . . . RCH04-C

. . . . .

. . . . .

1300 . . . . . CH05-C

. . . . . .

. . . . . .

1305 . . . . CCH05-C............

. . . . V

. . . . V

1309 . . . . RCCH05-C

. . . . .

. . . . .

1315 . . . . . CH09-C

. . . . . .

. . . . . .

1320 . . . . CCH09-C............

. . . . V

. . . . V

1324 . . . . RCCH09-C

. . . . .

. . . . .

1330 . . . . . CH10

. . . . . .

. . . . . .

1335 . . . . CCH10............

. . . . V

. . . . V

1339 . . . . RCCH10

. . . . .

. . . . .

1345 . . . . . OK12

. . . . . .

. . . . . .

1350 . . . COK12........................

. . . V

. . . V

1354 . . . RCOK12

. . . .

. . . .

1360 . . . . CH14B

. . . . .

. . . . .

1365 . . . CCH14B............

. . . V

. . . V

1369 . . . RCCH14B

. . . .

. . . .

1375 . . . . OK13

. . . . .

. . . . .

1380 . . . COK13............

. . . V

. . . V

1384 . . . RCOK13

. . . .

. . . .

1390 . . . . R1

. . . . V

. . . . V

1395 . . . . PR1

. . . . V

. . . . V

1404 . . . . RPR1

. . . . .

. . . . .

1408 . . . . . R3

. . . . . .

. . . . . .

1413 . . . . . . R2

. . . . . . .

. . . . . . .

1418 . . . . CR2........................

. . . . .

. . . . .

1426 . . . . .-------> DAL00A

1422 . . . . DCR2

. . . . V

. . . . V

1429 . . . . RDCR2

. . . . .

. . . . .

1435 . . . . . AL01A

. . . . . .

. . . . . .

1440 . . . . CAL01A............

. . . . V

. . . . V

1444 . . . . RCAL01A

. . . . .

. . . . .

1450 . . . . . US

. . . . . .

. . . . . .

1455 . . . . CUS............

. . . . .

. . . . .

1459 . . . . . AL04-C

. . . . . V

. . . . . V

1464 . . . . . RAL04-C

. . . . . .

. . . . . .

1470 . . . . CCUS............

. . . . V

. . . . V

1474 . . . . RCCUS

. . . . .

. . . . .

1480 . . . . . AL05-C

. . . . . .

. . . . . .

1485 . . . . . . GS

. . . . . . .

. . . . . . .

1494 . . . . . . .-------> DGSR

1490 . . . . . . DGS

. . . . . . .

. . . . . . .

1497 . . . . CAL05-C........................

. . . . V

. . . . V

1501 . . . . RCAL05-C

. . . . .

. . . . .

1507 . . . . . BR3

. . . . . .

. . . . . .

1512 . . . . CBR3............

. . . . V

. . . . V

1516 . . . . RCBR3

. . . . .

. . . . .

1522 . . . . . AL09-C

. . . . . V

. . . . . V

1527 . . . . . RAL09-C

. . . . . .

. . . . . .

1533 . . . . . . .<------- DGSR

1531 . . . . . . DGSR

. . . . . . V

. . . . . . V

1534 . . . . . . RDGSR

. . . . . . .

. . . . . . .

1538 . . . . . . . AL11-C

. . . . . . . .

. . . . . . . .

1543 . . . . CAL11-C....................................

. . . . V

. . . . V

1547 . . . . RCAL11-C

. . . . .

. . . . .

1553 . . . . . AL10-C

. . . . . .

. . . . . .

1558 . . . . CAL10-C............

. . . . V

. . . . V

1562 . . . . RCAL10-C

. . . . .

. . . . .

1568 . . . . . AL13-3

. . . . . .

. . . . . .

1573 . . . . CAL13-3............

. . . . .

. . . . .

1577 . . . . . AL14

. . . . . V

. . . . . V

1582 . . . . . RAL14

. . . . . .

. . . . . .

1586 . . . . . . AL16

. . . . . . .

. . . . . . .

1591 . . . . 1CAL16........................

. . . . .

. . . . .

1595 . . . . . AL09

. . . . . V

. . . . . V

1600 . . . . . RAL09

. . . . . .

. . . . . .

1604 . . . . . . CH14A

. . . . . . .

. . . . . . .

1609 . . . . . CCH14A............

. . . . . V

. . . . . V

1613 . . . . . RCCH14A

. . . . . .

. . . . . .

1619 . . . . CAL16............

. . . . V

. . . . V

1623 . . . . RCAL16

. . . . .

. . . . .

1629 . . . CCAL16............

. . . V

. . . V

1633 . . . RCCAL16

. . . .

. . . .

1639 . . . . AL90-C

. . . . .

. . . . .

1644 . . . CAL90-C............

. . . V

. . . V

1647 . . . RCAL90-C

. . . .

. . . .

1653 . . . . MEDB

. . . . .

. . . . .

1658 . . . MEADOWIN............

. . . V

. . . V

1663 . . . MEADOWDB

. . . V

. . . V

1687 . . . MEADOWOT

. . . .

. . . .

1695 . . . . .<------- DAL00A

1693 . . . . DAL00A

. . . . V

. . . . V

1696 . . . . RDAL00A

. . . . .

. . . . .

1702 . . . . . AL00A

. . . . . .

. . . . . .

1707 . . . . . . AL00A-C

. . . . . . .

. . . . . . .

1712 . . . . RAINBWIN........................

. . . . V

. . . . V

1716 . . . . RAINBWDB

. . . . V

. . . . V

1739 . . . . RAINBWOT

. . . . .

. . . . .

1745 . . . . . LC01-C

. . . . . .

. . . . . .

1750 . . . . CLC01-C............

. . . . V

. . . . V

1754 . . . . RCLC01-C

. . . . .

. . . . .

1760 . . . . . WA02-C

. . . . . .

. . . . . .

1765 . . . . CWA02-C............

. . . . .

. . . . .

1769 . . . . . AL01B-C

. . . . . .

. . . . . .

1774 . . . . CCWA02-C............

. . . . V

. . . . V

1778 . . . . RCCWA02C

. . . . .

. . . . .

1784 . . . . . LC11-C

. . . . . .

. . . . . .

1789 . . . . CLC11-C............

. . . . V

. . . . V

1793 . . . . RCLC11-C

. . . . .

. . . . .

1799 . . . . . LC14-C

. . . . . .

. . . . . .

1804 . . . . CLC14-C............

. . . . .

. . . . .

1808 . . . . . WA10-C

. . . . . .

. . . . . .

1817 . . . . . .-------> WA10NW

1813 . . . . . WA10D

. . . . . V

. . . . . V

1820 . . . . . RWA10D

. . . . . .

. . . . . .

1826 . . . . CCLC14-C............

. . . . V

. . . . V

1830 . . . . RCCLC14

. . . . .

. . . . .

1836 . . . CRMEDET............

. . . V

. . . V

1840 . . . RCRMEDET

. . . .

. . . .

1846 . . . . LC16-C

. . . . .

. . . . .

1851 . . . . . OG011AC2

. . . . . .

. . . . . .

1860 . . . . . .-------> OG011D

1856 . . . . . OG011AD

. . . . . V

. . . . . V

1863 . . . . . ROG011AD

. . . . . .

. . . . . .

1867 . . . . . . WA01-C

. . . . . . .

. . . . . . .

1872 . . . . . CWA01-C............

. . . . . V

. . . . . V

1876 . . . . . RWA01

. . . . . .

. . . . . .

1880 . . . . . . WA04-C

. . . . . . .

. . . . . . .

1885 . . . . . CWA04-C............

. . . . . V

. . . . . V

1889 . . . . . RCWA04

. . . . . .

. . . . . .

1895 . . . . . . WA09-C

. . . . . . .

. . . . . . .

1900 . . . . . CWA09-C............

. . . . . V

. . . . . V

1904 . . . . . RCWA09

. . . . . .

. . . . . .

1912 . . . . . . .<------- WA10NW

1910 . . . . . . WA10NW

. . . . . . .

. . . . . . .

1913 . . . . . CWA10NW............

. . . . . V

. . . . . V

1917 . . . . . RCWA10NW

. . . . . .

. . . . . .

1923 . . . . . . WA13-C

. . . . . . .

. . . . . . .

1928 . . . . . CWA13-C............

. . . . . .

. . . . . .

1935 . . . . . .-------> WA13NW

1932 . . . . . WA13D

. . . . . V

. . . . . V

1938 . . . . . RWA13D

. . . . . .

. . . . . .

1944 . . . . CLC16-C............

. . . . .

. . . . .

1948 . . . CCLC16-C............

. . . V

. . . V

1952 . . . RCCLC16

. . . .

. . . .

1958 . . . . LC20-C

. . . . .

. . . . .

1963 . . . CLC20-C............

. . . V

. . . V

1967 . . . RCLC20-C

. . . .

. . . .

1973 . . CCAL93............

. . V

. . V

1977 . . RCCAL93

. . .

. . .

1983 . . . LC21

. . . .

. . . .

1988 . . CLC21............

. . .

. . .

1996 . . .-------> DLVOE

1992 . . DCLC21

. . V

. . V

1999 . . RDCLC21

. . .

. . .

2005 . . . V1-C

. . . .

. . . .

2010 . . . . CH59-C

. . . . .

. . . . .

2020 . . . . .-------> DFLAM

2015 . . . . DCH59-C

. . . . .

. . . . .

2027 . . . . .-------> DBN03

2023 . . . . DDCH59-C

. . . . V

. . . . V

2030 . . . . RDDCH59

. . . . .

. . . . .

2035 . . CV1-C........................

. . V

. . V

2039 . . RCV1-C

. . .

. . .

2045 . . . X-C1

. . . .

. . . .

2050 . . CX-C1............

. . V

. . V

2054 . . RCX-C1

. . .

. . .

2060 . . . M

. . . V

. . . V

2065 . . . RM

. . . .

. . . .

2069 . . . . N-C

. . . . .

. . . . .

2074 . . CN-C........................

. . V

. . V

2078 . . RCN-C

. . .

. . .

2084 . . . P-C

. . . .

. . . .

2089 . . CP-C............

. . V

. . V

2093 . . RCP-C

. . .

. . .

2099 . . . Q-C

. . . .

. . . .

2104 . . CQ-C............

. . V

. . V

2108 . . RCQ-C

. . .

. . .

2114 . . . LVW01-C

. . . .

. . . .

2119 . . CLVW01-C............

. . .

. . .

2125 . . . .<------- DLVOE

2123 . . . DLVOE

. . . V

. . . V

2126 . . . RDLVOE

. . . .

. . . .

2132 . . . . H-C1

. . . . .

. . . . .

2137 . . . CH-C1............

. . . V

. . . V

2141 . . . RCH-C1

. . . .

. . . .

2147 . . . . E-C

. . . . .

. . . . .

2152 . . . CE-C............

. . . V

. . . V

2156 . . . RCE-C

. . . .

. . . .

2162 . . . . G

. . . . .

. . . . .

2167 . . . CG............

. . . V

. . . V

2171 . . . RCG

. . . .

. . . .

2177 . . . . K-C1

. . . . .

. . . . .

2182 . . . CK-C1............

. . . V

. . . V

2186 . . . RCK-C1

. . . .

. . . .

2192 . . CCLVW01C............

. . V

. . V

2196 . . RCCLVW01

. . .

. . .

2202 . . . BN06-C

. . . .

. . . .

2207 . . . . BN03-C

. . . . .

. . . . .

2214 . . . . . .<------- DBN03

2212 . . . . . DBN03

. . . . . V

. . . . . V

2215 . . . . . RDBN03

. . . . . .

. . . . . .

2219 . . . CBN03........................

. . . V

. . . V

2223 . . . RCBN03

. . . .

. . . .

2229 . . . . BN08

. . . . .

. . . . .

2234 . . . CBN08............

. . . V

. . . V

2238 . . . RCBN08

. . . .

. . . .

2244 . . . . BN09

. . . . .

. . . . .

2249 . . . CBN09............

. . . V

. . . V

2253 . . . RCBN09

. . . .

. . . .

2259 . . . . BN10-C

. . . . .

. . . . .

2264 . . . CBN10-C............

. . . V

. . . V

2268 . . . RCBN10-C

. . . .

. . . .

2274 . . . . BN12-C

. . . . .

. . . . .

2279 . . . CBN12-C............

. . . V

. . . V

2283 . . . RCBN12-C

. . . .

. . . .

2289 . . . . BN15-C

. . . . .

. . . . .

2294 . . . CBN15-C............

. . . .

. . . .

2298 . . CCBN15-C............

. . V

. . V

2302 . . RCBN15-C

. . .

. . .

2308 . . . CA03

. . . V

. . . V

2313 . . . RCA03

. . . .

. . . .

2317 . . . . CA04-C

. . . . .

. . . . .

2322 . . . CCA04............

. . . V

. . . V

2326 . . . RCCA04

. . . .

. . . .

2332 . . . . CA05

. . . . .

. . . . .

2337 . . . CCA05............

. . . V

. . . V

2341 . . . RCCA05

. . . .

. . . .

2347 . . . . CA06-C

. . . . .

. . . . .

2352 . . . CCA06............

. . . V

. . . V

2356 . . . RCCA06

. . . .

. . . .

2362 . . . . CA08-C

. . . . .

. . . . .

2367 . . . CCA08-C............

. . . V

. . . V

2371 . . . RCCA08-C

. . . .

. . . .

2377 . . . . CA10-C

. . . . .

. . . . .

2382 . . . CCA10-C............

. . . .

. . . .

2386 . . CCCA10-C............

. . V

. . V

2390 . . RCCCA10C

. . .

. . .

2396 . . . ST01-C

. . . V

. . . V

2401 . . . RST01-C

. . . .

. . . .

2405 . . . . ST03-C

. . . . .

. . . . .

2410 . . . CST03-C............

. . . .

. . . .

2414 . . CCST03-C............

. . V

. . V

2418 . . RCCST03C

. . .

. . .

2424 . . . CH70-C

. . . .

. . . .

2429 . . . . CH73

. . . . .

. . . . .

2434 . . . CCH73-C............

. . . V

. . . V

2438 . . . RCH73

. . . .

. . . .

2442 . . . . CH75-C

. . . . .

. . . . .

2447 . . . CCH75-C............

. . . .

. . . .

2451 . . . . CH76

. . . . .

. . . . .

2456 . . . CCH76............

. . . V

. . . V

2460 . . . RCCH76

. . . .

. . . .

2466 . . . . CH77-C

. . . . .

. . . . .

2471 . . . CCH77-C............

. . . .

. . . .

2475 . . CCCH77-C............

. . V

. . V

2479 . . RCCCH73

. . .

. . .

2485 . . . CH91-C

. . . V

. . . V

2490 . . . RCH91-C

. . . .

. . . .

2494 . . . . CH92-C

. . . . .

. . . . .

2499 . . . CCH92-C............

. . . V

. . . V

2503 . . . RCH92-C

. . . .

. . . .

2509 . . . . CH93

. . . . V

. . . . V

2514 . . . . RCH93

. . . . .

. . . . .

2518 . . . . . CH94

. . . . . .

. . . . . .

2523 . . . . CCH94............

. . . . .

. . . . .

2527 . . . CCCH94............

. . . V

. . . V

2531 . . . RCCCH94

. . . .

. . . .

2537 . . . . NEL06-C

. . . . .

. . . . .

2542 . . . CNEL06............

. . . .

. . . .

2546 . . CCNEL06............

 

(***) RUNOFF ALSO COMPUTED AT THIS LOCATION

1***************************************** ***************************************

* * * *

* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *

* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *

* VERSION 4.1 * * 609 SECOND STREET *

* * * DAVIS, CALIFORNIA 95616 *

* RUN DATE 28JUL10 TIME 12:54:22 * * (916) 756-1104 *

* * * *

***************************************** ***************************************

 

 

 

 

 

BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY

DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS

PREPARED FOR CITY OF LAS VEGAS

INPUT FILE NAME = SW4CH.DAT INPUT FILE DATE = JULY 2010

HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:

CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE

CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)

RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

INPUT FILE = SW4.DAT

INPUT FILE DATE = MAY 2008

DESIGN STORM = 100-YEAR 6-HR STORM

STORM DISTRIBUTION = SDN #4

MODELED BY PBS&J (BRIAN ROWLEY, E.I., CFM)

CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)

STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)

REFERENCED HYDROLOGIC MODELS:

CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)

PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)

FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)

HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)

AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)

US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT

(VTN NEVADA, MAY 2003)

MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)

OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)

MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)

OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)

JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:

AREA DARF

SQ. MI.

8-9 0.875

9-10 0.865

10-11 0.857

11-12 0.85

 

41 IO OUTPUT CONTROL VARIABLES

IPRNT 5 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

IT HYDROGRAPH TIME DATA

NMIN 5 MINUTES IN COMPUTATION INTERVAL

IDATE 1 0 STARTING DATE

ITIME 0000 STARTING TIME

NQ 300 NUMBER OF HYDROGRAPH ORDINATES

NDDATE 2 0 ENDING DATE

NDTIME 0055 ENDING TIME

ICENT 19 CENTURY MARK

 

COMPUTATION INTERVAL .08 HOURS

TOTAL TIME BASE 24.92 HOURS

 

ENGLISH UNITS

DRAINAGE AREA SQUARE MILES

PRECIPITATION DEPTH INCHES

LENGTH, ELEVATION FEET

FLOW CUBIC FEET PER SECOND

STORAGE VOLUME ACRE-FEET

SURFACE AREA ACRES

TEMPERATURE DEGREES FAHRENHEIT

 

JP MULTI-PLAN OPTION

NPLAN 1 NUMBER OF PLANS

 

JR MULTI-RATIO OPTION

RATIOS OF PRECIPITATION

.88 .87 .86 .85

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1157 KK * OAKEYIN *

* *

**************

 

1160 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1161 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .88

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 46. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 38. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 31. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 1. * 1 0645 82 12. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 4. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 9. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 12. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 15. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 15. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 14. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 14. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 14. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 15. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 16. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 19. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 24. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 31. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 40. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 49. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 57. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 63. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 67. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 70. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 73. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 76. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 80. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 84. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 87. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 88. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 88. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 91. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 96. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 104. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 116. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 135. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 170. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 230. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 327. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 475. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 689. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 939. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 1147. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 1241. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 1225. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 1128. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 994. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 854. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 717. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 597. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 497. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 421. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 373. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 358. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 371. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 400. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 436. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 470. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 485. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 469. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 426. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 369. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 308. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 252. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 205. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 167. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 137. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 113. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 95. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 82. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 72. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 63. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 54. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1241. 3.75 266. 67. 64. 64.

(INCHES) 1.318 1.321 1.321 1.321

(AC-FT) 132. 132. 132. 132.

 

CUMULATIVE AREA = 1.88 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .87

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 45. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 37. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 4. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 8. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 12. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 14. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 14. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 14. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 13. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 13. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 14. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 15. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 18. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 23. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 30. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 38. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 47. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 55. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 61. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 65. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 68. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 71. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 74. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 77. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 81. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 85. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 86. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 86. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 88. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 94. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 102. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 113. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 132. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 166. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 224. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 320. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 465. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 676. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 921. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 1125. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 1220. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 1207. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 1112. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 980. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 841. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 706. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 588. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 490. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 415. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 368. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 353. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 366. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 395. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 430. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 463. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 477. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 461. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 420. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 363. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 303. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 249. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 202. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 165. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 135. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 111. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 94. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 81. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 71. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 62. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 54. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1220. 3.75 262. 66. 63. 63.

(INCHES) 1.295 1.299 1.299 1.299

(AC-FT) 130. 130. 130. 130.

 

CUMULATIVE AREA = 1.88 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .86

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 45. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 37. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 4. * 1 0650 83 8. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 8. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 11. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 13. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 13. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 13. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 12. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 12. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 13. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 15. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 17. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 22. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 29. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 37. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 46. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 53. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 59. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 63. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 66. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 69. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 72. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 76. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 80. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 83. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 84. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 84. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 86. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 92. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 100. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 111. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 129. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 163. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 220. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 314. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 457. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 665. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 908. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 1109. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 1201. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 1189. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 1096. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 968. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 831. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 698. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 580. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 483. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 410. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 363. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 348. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 361. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 390. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 425. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 457. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 471. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 456. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 414. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 358. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 300. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 246. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 200. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 163. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 134. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 110. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 93. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 80. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 70. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 61. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 53. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1201. 3.75 258. 65. 62. 62.

(INCHES) 1.276 1.280 1.280 1.280

(AC-FT) 128. 128. 128. 128.

 

CUMULATIVE AREA = 1.88 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .85

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 44. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 36. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 3. * 1 0650 83 8. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 7. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 11. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 12. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 13. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 12. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 12. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 12. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 13. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 14. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 17. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 21. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 28. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 36. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 45. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 52. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 57. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 61. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 65. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 67. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 70. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 74. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 78. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 81. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 82. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 83. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 85. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 90. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 98. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 109. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 127. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 160. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 217. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 309. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 451. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 656. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 895. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 1094. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 1185. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 1172. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 1081. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 955. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 821. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 690. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 574. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 478. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 405. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 359. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 344. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 357. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 385. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 420. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 452. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 466. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 451. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 410. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 355. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 297. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 243. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 198. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 162. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 133. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 109. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 92. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 79. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 70. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 61. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 52. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1185. 3.75 255. 64. 61. 61.

(INCHES) 1.259 1.263 1.263 1.263

(AC-FT) 126. 127. 127. 127.

 

CUMULATIVE AREA = 1.88 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1162 KK * OAKEYDB *

* *

**************

 

1175 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1176 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC .00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

1177 SV STORAGE .0 2.0 6.0 14.0 25.0 40.0 57.0 77.0 101.0 130.0

144.0 159.0 174.0 191.0 201.0 206.0 219.0 231.0 244.0 256.0

 

1179 SE ELEVATION 26.00 28.00 30.00 31.00 34.00 36.00 38.00 40.00 42.00 44.00

45.00 46.00 47.00 48.00 48.50 49.00 50.00 51.00 52.00 53.00

 

1182 SL LOW-LEVEL OUTLET

ELEVL 26.00 ELEVATION AT CENTER OF OUTLET

CAREA 1.40 CROSS-SECTIONAL AREA

COQL .65 COEFFICIENT

EXPL .50 EXPONENT OF HEAD

 

1181 SS SPILLWAY

CREL 48.50 SPILLWAY CREST ELEVATION

SPWID 290.00 SPILLWAY WIDTH

COQW 3.10 WEIR COEFFICIENT

EXPW 1.50 EXPONENT OF HEAD

 

***

 

COMPUTED OUTFLOW-ELEVATION DATA

 

OUTFLOW .00 6.05 6.74 7.62 8.76 10.30 12.49 15.87 21.77 34.62

ELEVATION 26.00 26.69 26.85 27.09 27.44 27.99 28.93 30.73 34.90 48.50

 

OUTFLOW 43.30 103.63 267.08 585.07 1109.07 1890.51 2980.85 4431.53 6294.01 8619.72

ELEVATION 48.55 48.68 48.91 49.22 49.63 50.12 50.71 51.38 52.15 53.00

 

 

COMPUTED STORAGE-OUTFLOW-ELEVATION DATA

 

STORAGE .00 .69 .85 1.09 1.44 1.99 3.86 6.00 11.85 14.00

OUTFLOW .00 6.05 6.74 7.62 8.76 10.30 12.49 14.60 15.87 16.32

ELEVATION 26.00 26.69 26.85 27.09 27.44 27.99 28.93 30.00 30.73 31.00

 

STORAGE 25.00 31.71 40.00 57.00 77.00 101.00 130.00 144.00 159.00 174.00

OUTFLOW 20.64 21.77 23.08 25.28 27.31 29.19 30.96 31.81 32.64 33.44

ELEVATION 34.00 34.90 36.00 38.00 40.00 42.00 44.00 45.00 46.00 47.00

 

STORAGE 191.00 201.00 201.45 202.80 205.06 206.00 208.87 214.13 219.00 220.45

OUTFLOW 34.23 34.62 43.30 103.63 267.08 352.85 585.07 1109.07 1687.32 1890.51

ELEVATION 48.00 48.50 48.55 48.68 48.91 49.00 49.22 49.63 50.00 50.12

 

STORAGE 227.47 231.00 235.95 244.00 245.74 256.00

OUTFLOW 2980.85 3590.10 4431.53 5923.78 6294.01 8619.72

ELEVATION 50.71 51.00 51.38 52.00 52.15 53.00

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .88

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 26.0 * 1 0820 101 30. 118.5 43.2 * 1 1640 201 29. 98.1 41.8

1 0005 2 0. .0 26.0 * 1 0825 102 30. 118.3 43.2 * 1 1645 202 29. 97.9 41.7

1 0010 3 0. .0 26.0 * 1 0830 103 30. 118.1 43.2 * 1 1650 203 29. 97.7 41.7

1 0015 4 0. .0 26.0 * 1 0835 104 30. 117.8 43.2 * 1 1655 204 29. 97.5 41.7

1 0020 5 0. .0 26.0 * 1 0840 105 30. 117.6 43.1 * 1 1700 205 29. 97.3 41.7

1 0025 6 0. .0 26.0 * 1 0845 106 30. 117.4 43.1 * 1 1705 206 29. 97.1 41.7

1 0030 7 0. .0 26.0 * 1 0850 107 30. 117.2 43.1 * 1 1710 207 29. 96.9 41.7

1 0035 8 0. .0 26.0 * 1 0855 108 30. 117.0 43.1 * 1 1715 208 29. 96.7 41.6

1 0040 9 1. .1 26.1 * 1 0900 109 30. 116.8 43.1 * 1 1720 209 29. 96.5 41.6

1 0045 10 1. .1 26.1 * 1 0905 110 30. 116.6 43.1 * 1 1725 210 29. 96.3 41.6

1 0050 11 2. .2 26.2 * 1 0910 111 30. 116.4 43.1 * 1 1730 211 29. 96.1 41.6

1 0055 12 3. .3 26.3 * 1 0915 112 30. 116.2 43.0 * 1 1735 212 29. 95.9 41.6

1 0100 13 3. .4 26.4 * 1 0920 113 30. 116.0 43.0 * 1 1740 213 29. 95.7 41.6

1 0105 14 4. .5 26.5 * 1 0925 114 30. 115.8 43.0 * 1 1745 214 29. 95.5 41.5

1 0110 15 5. .5 26.5 * 1 0930 115 30. 115.6 43.0 * 1 1750 215 29. 95.3 41.5

1 0115 16 5. .6 26.6 * 1 0935 116 30. 115.4 43.0 * 1 1755 216 29. 95.1 41.5

1 0120 17 6. .7 26.7 * 1 0940 117 30. 115.1 43.0 * 1 1800 217 29. 94.9 41.5

1 0125 18 6. .7 26.7 * 1 0945 118 30. 114.9 43.0 * 1 1805 218 29. 94.7 41.5

1 0130 19 7. .8 26.8 * 1 0950 119 30. 114.7 42.9 * 1 1810 219 29. 94.5 41.5

1 0135 20 7. 1.0 27.0 * 1 0955 120 30. 114.5 42.9 * 1 1815 220 29. 94.3 41.4

1 0140 21 8. 1.2 27.2 * 1 1000 121 30. 114.3 42.9 * 1 1820 221 29. 94.1 41.4

1 0145 22 9. 1.4 27.4 * 1 1005 122 30. 114.1 42.9 * 1 1825 222 29. 93.9 41.4

1 0150 23 10. 1.7 27.7 * 1 1010 123 30. 113.9 42.9 * 1 1830 223 29. 93.7 41.4

1 0155 24 10. 2.1 28.0 * 1 1015 124 30. 113.7 42.9 * 1 1835 224 29. 93.5 41.4

1 0200 25 11. 2.4 28.2 * 1 1020 125 30. 113.5 42.9 * 1 1840 225 29. 93.3 41.4

1 0205 26 11. 2.8 28.4 * 1 1025 126 30. 113.3 42.8 * 1 1845 226 29. 93.1 41.3

1 0210 27 12. 3.3 28.6 * 1 1030 127 30. 113.1 42.8 * 1 1850 227 29. 92.9 41.3

1 0215 28 12. 3.7 28.8 * 1 1035 128 30. 112.9 42.8 * 1 1855 228 29. 92.7 41.3

1 0220 29 13. 4.1 29.1 * 1 1040 129 30. 112.7 42.8 * 1 1900 229 29. 92.5 41.3

1 0225 30 13. 4.6 29.3 * 1 1045 130 30. 112.5 42.8 * 1 1905 230 29. 92.3 41.3

1 0230 31 14. 5.1 29.6 * 1 1050 131 30. 112.3 42.8 * 1 1910 231 28. 92.1 41.3

1 0235 32 14. 5.6 29.8 * 1 1055 132 30. 112.1 42.8 * 1 1915 232 28. 91.9 41.2

1 0240 33 15. 6.1 30.0 * 1 1100 133 30. 111.8 42.7 * 1 1920 233 28. 91.7 41.2

1 0245 34 15. 6.6 30.1 * 1 1105 134 30. 111.6 42.7 * 1 1925 234 28. 91.5 41.2

1 0250 35 15. 7.2 30.1 * 1 1110 135 30. 111.4 42.7 * 1 1930 235 28. 91.3 41.2

1 0255 36 15. 7.8 30.2 * 1 1115 136 30. 111.2 42.7 * 1 1935 236 28. 91.1 41.2

1 0300 37 15. 8.4 30.3 * 1 1120 137 30. 111.0 42.7 * 1 1940 237 28. 91.0 41.2

1 0305 38 15. 9.2 30.4 * 1 1125 138 30. 110.8 42.7 * 1 1945 238 28. 90.8 41.1

1 0310 39 15. 10.1 30.5 * 1 1130 139 30. 110.6 42.7 * 1 1950 239 28. 90.6 41.1

1 0315 40 16. 11.4 30.7 * 1 1135 140 30. 110.4 42.6 * 1 1955 240 28. 90.4 41.1

1 0320 41 16. 13.2 30.9 * 1 1140 141 30. 110.2 42.6 * 1 2000 241 28. 90.2 41.1

1 0325 42 17. 15.8 31.5 * 1 1145 142 30. 110.0 42.6 * 1 2005 242 28. 90.0 41.1

1 0330 43 19. 19.7 32.6 * 1 1150 143 30. 109.8 42.6 * 1 2010 243 28. 89.8 41.1

1 0335 44 21. 25.2 34.0 * 1 1155 144 30. 109.6 42.6 * 1 2015 244 28. 89.6 41.0

1 0340 45 22. 32.2 35.0 * 1 1200 145 30. 109.4 42.6 * 1 2020 245 28. 89.4 41.0

1 0345 46 23. 40.3 36.0 * 1 1205 146 30. 109.2 42.6 * 1 2025 246 28. 89.2 41.0

1 0350 47 24. 48.6 37.0 * 1 1210 147 30. 109.0 42.5 * 1 2030 247 28. 89.0 41.0

1 0355 48 25. 56.6 37.9 * 1 1215 148 30. 108.8 42.5 * 1 2035 248 28. 88.8 41.0

1 0400 49 26. 63.7 38.7 * 1 1220 149 30. 108.6 42.5 * 1 2040 249 28. 88.6 41.0

1 0405 50 27. 69.9 39.3 * 1 1225 150 30. 108.4 42.5 * 1 2045 250 28. 88.4 41.0

1 0410 51 27. 75.1 39.8 * 1 1230 151 30. 108.2 42.5 * 1 2050 251 28. 88.2 40.9

1 0415 52 27. 79.4 40.2 * 1 1235 152 30. 108.0 42.5 * 1 2055 252 28. 88.0 40.9

1 0420 53 28. 83.0 40.5 * 1 1240 153 30. 107.7 42.5 * 1 2100 253 28. 87.8 40.9

1 0425 54 28. 86.0 40.7 * 1 1245 154 30. 107.5 42.5 * 1 2105 254 28. 87.6 40.9

1 0430 55 28. 88.5 41.0 * 1 1250 155 30. 107.3 42.4 * 1 2110 255 28. 87.4 40.9

1 0435 56 28. 90.8 41.2 * 1 1255 156 30. 107.1 42.4 * 1 2115 256 28. 87.3 40.9

1 0440 57 29. 93.2 41.3 * 1 1300 157 30. 106.9 42.4 * 1 2120 257 28. 87.1 40.8

1 0445 58 29. 95.6 41.6 * 1 1305 158 30. 106.7 42.4 * 1 2125 258 28. 86.9 40.8

1 0450 59 29. 98.3 41.8 * 1 1310 159 30. 106.5 42.4 * 1 2130 259 28. 86.7 40.8

1 0455 60 29. 101.2 42.0 * 1 1315 160 30. 106.3 42.4 * 1 2135 260 28. 86.5 40.8

1 0500 61 29. 104.3 42.2 * 1 1320 161 30. 106.1 42.4 * 1 2140 261 28. 86.3 40.8

1 0505 62 30. 107.4 42.4 * 1 1325 162 29. 105.9 42.3 * 1 2145 262 28. 86.1 40.8

1 0510 63 30. 110.3 42.6 * 1 1330 163 29. 105.7 42.3 * 1 2150 263 28. 85.9 40.7

1 0515 64 30. 112.8 42.8 * 1 1335 164 29. 105.5 42.3 * 1 2155 264 28. 85.7 40.7

1 0520 65 30. 114.9 43.0 * 1 1340 165 29. 105.3 42.3 * 1 2200 265 28. 85.5 40.7

1 0525 66 30. 116.6 43.1 * 1 1345 166 29. 105.1 42.3 * 1 2205 266 28. 85.3 40.7

1 0530 67 30. 118.0 43.2 * 1 1350 167 29. 104.9 42.3 * 1 2210 267 28. 85.1 40.7

1 0535 68 30. 119.1 43.2 * 1 1355 168 29. 104.7 42.3 * 1 2215 268 28. 84.9 40.7

1 0540 69 30. 119.9 43.3 * 1 1400 169 29. 104.5 42.2 * 1 2220 269 28. 84.7 40.6

1 0545 70 30. 120.6 43.3 * 1 1405 170 29. 104.3 42.2 * 1 2225 270 28. 84.6 40.6

1 0550 71 30. 121.1 43.4 * 1 1410 171 29. 104.1 42.2 * 1 2230 271 28. 84.4 40.6

1 0555 72 30. 121.5 43.4 * 1 1415 172 29. 103.9 42.2 * 1 2235 272 28. 84.2 40.6

1 0600 73 30. 121.8 43.4 * 1 1420 173 29. 103.7 42.2 * 1 2240 273 28. 84.0 40.6

1 0605 74 30. 122.1 43.5 * 1 1425 174 29. 103.5 42.2 * 1 2245 274 28. 83.8 40.6

1 0610 75 30. 122.2 43.5 * 1 1430 175 29. 103.3 42.2 * 1 2250 275 28. 83.6 40.5

1 0615 76 30. 122.4 43.5 * 1 1435 176 29. 103.1 42.1 * 1 2255 276 28. 83.4 40.5

1 0620 77 31. 122.5 43.5 * 1 1440 177 29. 102.9 42.1 * 1 2300 277 28. 83.2 40.5

1 0625 78 31. 122.5 43.5 * 1 1445 178 29. 102.7 42.1 * 1 2305 278 28. 83.0 40.5

1 0630 79 31. 122.5 43.5 * 1 1450 179 29. 102.5 42.1 * 1 2310 279 28. 82.8 40.5

1 0635 80 30. 122.4 43.5 * 1 1455 180 29. 102.3 42.1 * 1 2315 280 28. 82.6 40.5

1 0640 81 30. 122.3 43.5 * 1 1500 181 29. 102.1 42.1 * 1 2320 281 28. 82.4 40.5

1 0645 82 30. 122.2 43.5 * 1 1505 182 29. 101.9 42.1 * 1 2325 282 28. 82.3 40.4

1 0650 83 30. 122.1 43.5 * 1 1510 183 29. 101.7 42.0 * 1 2330 283 28. 82.1 40.4

1 0655 84 30. 121.9 43.4 * 1 1515 184 29. 101.5 42.0 * 1 2335 284 28. 81.9 40.4

1 0700 85 30. 121.7 43.4 * 1 1520 185 29. 101.3 42.0 * 1 2340 285 28. 81.7 40.4

1 0705 86 30. 121.5 43.4 * 1 1525 186 29. 101.1 42.0 * 1 2345 286 28. 81.5 40.4

1 0710 87 30. 121.3 43.4 * 1 1530 187 29. 100.9 42.0 * 1 2350 287 28. 81.3 40.4

1 0715 88 30. 121.2 43.4 * 1 1535 188 29. 100.7 42.0 * 1 2355 288 28. 81.1 40.3

1 0720 89 30. 121.0 43.4 * 1 1540 189 29. 100.5 42.0 * 2 0000 289 28. 80.9 40.3

1 0725 90 30. 120.8 43.4 * 1 1545 190 29. 100.3 41.9 * 2 0005 290 28. 80.7 40.3

1 0730 91 30. 120.5 43.3 * 1 1550 191 29. 100.1 41.9 * 2 0010 291 28. 80.5 40.3

1 0735 92 30. 120.3 43.3 * 1 1555 192 29. 99.9 41.9 * 2 0015 292 28. 80.4 40.3

1 0740 93 30. 120.1 43.3 * 1 1600 193 29. 99.7 41.9 * 2 0020 293 28. 80.2 40.3

1 0745 94 30. 119.9 43.3 * 1 1605 194 29. 99.5 41.9 * 2 0025 294 28. 80.0 40.2

1 0750 95 30. 119.7 43.3 * 1 1610 195 29. 99.3 41.9 * 2 0030 295 28. 79.8 40.2

1 0755 96 30. 119.5 43.3 * 1 1615 196 29. 99.1 41.8 * 2 0035 296 28. 79.6 40.2

1 0800 97 30. 119.3 43.3 * 1 1620 197 29. 98.9 41.8 * 2 0040 297 27. 79.4 40.2

1 0805 98 30. 119.1 43.2 * 1 1625 198 29. 98.7 41.8 * 2 0045 298 27. 79.2 40.2

1 0810 99 30. 118.9 43.2 * 1 1630 199 29. 98.5 41.8 * 2 0050 299 27. 79.0 40.2

1 0815 100 30. 118.7 43.2 * 1 1635 200 29. 98.3 41.8 * 2 0055 300 27. 78.8 40.2

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 31. 6.42 30. 27. 26. 26.

(INCHES) .149 .535 .535 .535

(AC-FT) 15. 54. 54. 54.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

122. 6.42 118. 90. 86. 86.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

43.48 6.42 43.15 40.38 39.85 39.85

 

CUMULATIVE AREA = 1.88 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .87

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 26.0 * 1 0820 101 30. 116.3 43.1 * 1 1640 201 29. 96.0 41.6

1 0005 2 0. .0 26.0 * 1 0825 102 30. 116.1 43.0 * 1 1645 202 29. 95.8 41.6

1 0010 3 0. .0 26.0 * 1 0830 103 30. 115.9 43.0 * 1 1650 203 29. 95.6 41.5

1 0015 4 0. .0 26.0 * 1 0835 104 30. 115.6 43.0 * 1 1655 204 29. 95.4 41.5

1 0020 5 0. .0 26.0 * 1 0840 105 30. 115.4 43.0 * 1 1700 205 29. 95.2 41.5

1 0025 6 0. .0 26.0 * 1 0845 106 30. 115.2 43.0 * 1 1705 206 29. 95.0 41.5

1 0030 7 0. .0 26.0 * 1 0850 107 30. 115.0 43.0 * 1 1710 207 29. 94.8 41.5

1 0035 8 0. .0 26.0 * 1 0855 108 30. 114.8 43.0 * 1 1715 208 29. 94.6 41.5

1 0040 9 1. .1 26.1 * 1 0900 109 30. 114.6 42.9 * 1 1720 209 29. 94.4 41.4

1 0045 10 1. .1 26.1 * 1 0905 110 30. 114.4 42.9 * 1 1725 210 29. 94.2 41.4

1 0050 11 2. .2 26.2 * 1 0910 111 30. 114.2 42.9 * 1 1730 211 29. 94.0 41.4

1 0055 12 2. .3 26.3 * 1 0915 112 30. 114.0 42.9 * 1 1735 212 29. 93.8 41.4

1 0100 13 3. .4 26.4 * 1 0920 113 30. 113.8 42.9 * 1 1740 213 29. 93.6 41.4

1 0105 14 4. .4 26.4 * 1 0925 114 30. 113.6 42.9 * 1 1745 214 29. 93.4 41.4

1 0110 15 4. .5 26.5 * 1 0930 115 30. 113.4 42.9 * 1 1750 215 29. 93.2 41.3

1 0115 16 5. .5 26.5 * 1 0935 116 30. 113.2 42.8 * 1 1755 216 29. 93.0 41.3

1 0120 17 5. .6 26.6 * 1 0940 117 30. 113.0 42.8 * 1 1800 217 29. 92.8 41.3

1 0125 18 6. .7 26.7 * 1 0945 118 30. 112.8 42.8 * 1 1805 218 29. 92.6 41.3

1 0130 19 6. .8 26.8 * 1 0950 119 30. 112.5 42.8 * 1 1810 219 29. 92.4 41.3

1 0135 20 7. .9 26.9 * 1 0955 120 30. 112.3 42.8 * 1 1815 220 29. 92.2 41.3

1 0140 21 8. 1.1 27.1 * 1 1000 121 30. 112.1 42.8 * 1 1820 221 28. 92.0 41.3

1 0145 22 8. 1.3 27.3 * 1 1005 122 30. 111.9 42.8 * 1 1825 222 28. 91.8 41.2

1 0150 23 9. 1.6 27.6 * 1 1010 123 30. 111.7 42.7 * 1 1830 223 28. 91.6 41.2

1 0155 24 10. 2.0 28.0 * 1 1015 124 30. 111.5 42.7 * 1 1835 224 28. 91.4 41.2

1 0200 25 11. 2.3 28.2 * 1 1020 125 30. 111.3 42.7 * 1 1840 225 28. 91.2 41.2

1 0205 26 11. 2.7 28.4 * 1 1025 126 30. 111.1 42.7 * 1 1845 226 28. 91.0 41.2

1 0210 27 12. 3.1 28.6 * 1 1030 127 30. 110.9 42.7 * 1 1850 227 28. 90.8 41.2

1 0215 28 12. 3.5 28.8 * 1 1035 128 30. 110.7 42.7 * 1 1855 228 28. 90.6 41.1

1 0220 29 13. 4.0 29.0 * 1 1040 129 30. 110.5 42.7 * 1 1900 229 28. 90.4 41.1

1 0225 30 13. 4.4 29.2 * 1 1045 130 30. 110.3 42.6 * 1 1905 230 28. 90.3 41.1

1 0230 31 14. 4.9 29.5 * 1 1050 131 30. 110.1 42.6 * 1 1910 231 28. 90.1 41.1

1 0235 32 14. 5.4 29.7 * 1 1055 132 30. 109.9 42.6 * 1 1915 232 28. 89.9 41.1

1 0240 33 14. 5.9 29.9 * 1 1100 133 30. 109.7 42.6 * 1 1920 233 28. 89.7 41.1

1 0245 34 15. 6.4 30.0 * 1 1105 134 30. 109.5 42.6 * 1 1925 234 28. 89.5 41.0

1 0250 35 15. 6.9 30.1 * 1 1110 135 30. 109.3 42.6 * 1 1930 235 28. 89.3 41.0

1 0255 36 15. 7.5 30.2 * 1 1115 136 30. 109.1 42.6 * 1 1935 236 28. 89.1 41.0

1 0300 37 15. 8.1 30.3 * 1 1120 137 30. 108.9 42.5 * 1 1940 237 28. 88.9 41.0

1 0305 38 15. 8.9 30.4 * 1 1125 138 30. 108.7 42.5 * 1 1945 238 28. 88.7 41.0

1 0310 39 15. 9.8 30.5 * 1 1130 139 30. 108.4 42.5 * 1 1950 239 28. 88.5 41.0

1 0315 40 16. 11.0 30.6 * 1 1135 140 30. 108.2 42.5 * 1 1955 240 28. 88.3 40.9

1 0320 41 16. 12.8 30.8 * 1 1140 141 30. 108.0 42.5 * 1 2000 241 28. 88.1 40.9

1 0325 42 17. 15.4 31.4 * 1 1145 142 30. 107.8 42.5 * 1 2005 242 28. 87.9 40.9

1 0330 43 18. 19.2 32.4 * 1 1150 143 30. 107.6 42.5 * 1 2010 243 28. 87.7 40.9

1 0335 44 20. 24.5 33.9 * 1 1155 144 30. 107.4 42.4 * 1 2015 244 28. 87.5 40.9

1 0340 45 22. 31.4 34.9 * 1 1200 145 30. 107.2 42.4 * 1 2020 245 28. 87.3 40.9

1 0345 46 23. 39.4 35.9 * 1 1205 146 30. 107.0 42.4 * 1 2025 246 28. 87.1 40.8

1 0350 47 24. 47.6 36.9 * 1 1210 147 30. 106.8 42.4 * 1 2030 247 28. 87.0 40.8

1 0355 48 25. 55.4 37.8 * 1 1215 148 30. 106.6 42.4 * 1 2035 248 28. 86.8 40.8

1 0400 49 26. 62.4 38.5 * 1 1220 149 30. 106.4 42.4 * 1 2040 249 28. 86.6 40.8

1 0405 50 26. 68.5 39.1 * 1 1225 150 30. 106.2 42.4 * 1 2045 250 28. 86.4 40.8

1 0410 51 27. 73.6 39.7 * 1 1230 151 29. 106.0 42.3 * 1 2050 251 28. 86.2 40.8

1 0415 52 27. 77.9 40.1 * 1 1235 152 29. 105.8 42.3 * 1 2055 252 28. 86.0 40.7

1 0420 53 28. 81.4 40.4 * 1 1240 153 29. 105.6 42.3 * 1 2100 253 28. 85.8 40.7

1 0425 54 28. 84.4 40.6 * 1 1245 154 29. 105.4 42.3 * 1 2105 254 28. 85.6 40.7

1 0430 55 28. 86.9 40.8 * 1 1250 155 29. 105.2 42.3 * 1 2110 255 28. 85.4 40.7

1 0435 56 28. 89.1 41.0 * 1 1255 156 29. 105.0 42.3 * 1 2115 256 28. 85.2 40.7

1 0440 57 28. 91.4 41.2 * 1 1300 157 29. 104.8 42.3 * 1 2120 257 28. 85.0 40.7

1 0445 58 29. 93.8 41.4 * 1 1305 158 29. 104.6 42.2 * 1 2125 258 28. 84.8 40.7

1 0450 59 29. 96.5 41.6 * 1 1310 159 29. 104.4 42.2 * 1 2130 259 28. 84.6 40.6

1 0455 60 29. 99.4 41.9 * 1 1315 160 29. 104.2 42.2 * 1 2135 260 28. 84.4 40.6

1 0500 61 29. 102.4 42.1 * 1 1320 161 29. 104.0 42.2 * 1 2140 261 28. 84.3 40.6

1 0505 62 29. 105.4 42.3 * 1 1325 162 29. 103.8 42.2 * 1 2145 262 28. 84.1 40.6

1 0510 63 30. 108.3 42.5 * 1 1330 163 29. 103.6 42.2 * 1 2150 263 28. 83.9 40.6

1 0515 64 30. 110.8 42.7 * 1 1335 164 29. 103.4 42.2 * 1 2155 264 28. 83.7 40.6

1 0520 65 30. 112.8 42.8 * 1 1340 165 29. 103.2 42.1 * 1 2200 265 28. 83.5 40.5

1 0525 66 30. 114.5 42.9 * 1 1345 166 29. 103.0 42.1 * 1 2205 266 28. 83.3 40.5

1 0530 67 30. 115.9 43.0 * 1 1350 167 29. 102.8 42.1 * 1 2210 267 28. 83.1 40.5

1 0535 68 30. 116.9 43.1 * 1 1355 168 29. 102.6 42.1 * 1 2215 268 28. 82.9 40.5

1 0540 69 30. 117.8 43.2 * 1 1400 169 29. 102.4 42.1 * 1 2220 269 28. 82.7 40.5

1 0545 70 30. 118.4 43.2 * 1 1405 170 29. 102.2 42.1 * 1 2225 270 28. 82.5 40.5

1 0550 71 30. 118.9 43.2 * 1 1410 171 29. 102.0 42.1 * 1 2230 271 28. 82.3 40.4

1 0555 72 30. 119.3 43.3 * 1 1415 172 29. 101.8 42.1 * 1 2235 272 28. 82.1 40.4

1 0600 73 30. 119.6 43.3 * 1 1420 173 29. 101.6 42.0 * 1 2240 273 28. 82.0 40.4

1 0605 74 30. 119.9 43.3 * 1 1425 174 29. 101.4 42.0 * 1 2245 274 28. 81.8 40.4

1 0610 75 30. 120.0 43.3 * 1 1430 175 29. 101.2 42.0 * 1 2250 275 28. 81.6 40.4

1 0615 76 30. 120.2 43.3 * 1 1435 176 29. 101.0 42.0 * 1 2255 276 28. 81.4 40.4

1 0620 77 30. 120.3 43.3 * 1 1440 177 29. 100.8 42.0 * 1 2300 277 28. 81.2 40.3

1 0625 78 30. 120.3 43.3 * 1 1445 178 29. 100.6 42.0 * 1 2305 278 28. 81.0 40.3

1 0630 79 30. 120.3 43.3 * 1 1450 179 29. 100.3 41.9 * 1 2310 279 28. 80.8 40.3

1 0635 80 30. 120.2 43.3 * 1 1455 180 29. 100.1 41.9 * 1 2315 280 28. 80.6 40.3

1 0640 81 30. 120.1 43.3 * 1 1500 181 29. 99.9 41.9 * 1 2320 281 28. 80.4 40.3

1 0645 82 30. 120.0 43.3 * 1 1505 182 29. 99.7 41.9 * 1 2325 282 28. 80.2 40.3

1 0650 83 30. 119.8 43.3 * 1 1510 183 29. 99.5 41.9 * 1 2330 283 28. 80.1 40.3

1 0655 84 30. 119.7 43.3 * 1 1515 184 29. 99.3 41.9 * 1 2335 284 28. 79.9 40.2

1 0700 85 30. 119.5 43.3 * 1 1520 185 29. 99.1 41.8 * 1 2340 285 28. 79.7 40.2

1 0705 86 30. 119.3 43.3 * 1 1525 186 29. 98.9 41.8 * 1 2345 286 28. 79.5 40.2

1 0710 87 30. 119.1 43.3 * 1 1530 187 29. 98.7 41.8 * 1 2350 287 27. 79.3 40.2

1 0715 88 30. 118.9 43.2 * 1 1535 188 29. 98.5 41.8 * 1 2355 288 27. 79.1 40.2

1 0720 89 30. 118.7 43.2 * 1 1540 189 29. 98.3 41.8 * 2 0000 289 27. 78.9 40.2

1 0725 90 30. 118.5 43.2 * 1 1545 190 29. 98.1 41.8 * 2 0005 290 27. 78.7 40.1

1 0730 91 30. 118.3 43.2 * 1 1550 191 29. 97.9 41.7 * 2 0010 291 27. 78.5 40.1

1 0735 92 30. 118.1 43.2 * 1 1555 192 29. 97.7 41.7 * 2 0015 292 27. 78.4 40.1

1 0740 93 30. 117.9 43.2 * 1 1600 193 29. 97.6 41.7 * 2 0020 293 27. 78.2 40.1

1 0745 94 30. 117.7 43.2 * 1 1605 194 29. 97.4 41.7 * 2 0025 294 27. 78.0 40.1

1 0750 95 30. 117.5 43.1 * 1 1610 195 29. 97.2 41.7 * 2 0030 295 27. 77.8 40.1

1 0755 96 30. 117.3 43.1 * 1 1615 196 29. 97.0 41.7 * 2 0035 296 27. 77.6 40.0

1 0800 97 30. 117.1 43.1 * 1 1620 197 29. 96.8 41.6 * 2 0040 297 27. 77.4 40.0

1 0805 98 30. 116.9 43.1 * 1 1625 198 29. 96.6 41.6 * 2 0045 298 27. 77.2 40.0

1 0810 99 30. 116.7 43.1 * 1 1630 199 29. 96.4 41.6 * 2 0050 299 27. 77.0 40.0

1 0815 100 30. 116.5 43.1 * 1 1635 200 29. 96.2 41.6 * 2 0055 300 27. 76.8 40.0

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 30. 6.42 30. 27. 26. 26.

(INCHES) .149 .532 .532 .532

(AC-FT) 15. 53. 53. 53.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

120. 6.42 116. 88. 84. 84.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

43.33 6.42 43.00 40.23 39.71 39.71

 

CUMULATIVE AREA = 1.88 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .86

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 26.0 * 1 0820 101 30. 114.5 42.9 * 1 1640 201 29. 94.2 41.4

1 0005 2 0. .0 26.0 * 1 0825 102 30. 114.2 42.9 * 1 1645 202 29. 94.0 41.4

1 0010 3 0. .0 26.0 * 1 0830 103 30. 114.0 42.9 * 1 1650 203 29. 93.8 41.4

1 0015 4 0. .0 26.0 * 1 0835 104 30. 113.8 42.9 * 1 1655 204 29. 93.6 41.4

1 0020 5 0. .0 26.0 * 1 0840 105 30. 113.6 42.9 * 1 1700 205 29. 93.4 41.4

1 0025 6 0. .0 26.0 * 1 0845 106 30. 113.4 42.9 * 1 1705 206 29. 93.2 41.4

1 0030 7 0. .0 26.0 * 1 0850 107 30. 113.2 42.8 * 1 1710 207 29. 93.0 41.3

1 0035 8 0. .0 26.0 * 1 0855 108 30. 113.0 42.8 * 1 1715 208 29. 92.8 41.3

1 0040 9 1. .1 26.1 * 1 0900 109 30. 112.8 42.8 * 1 1720 209 29. 92.6 41.3

1 0045 10 1. .1 26.1 * 1 0905 110 30. 112.6 42.8 * 1 1725 210 29. 92.5 41.3

1 0050 11 2. .2 26.2 * 1 0910 111 30. 112.4 42.8 * 1 1730 211 29. 92.3 41.3

1 0055 12 2. .3 26.3 * 1 0915 112 30. 112.2 42.8 * 1 1735 212 28. 92.1 41.3

1 0100 13 3. .3 26.3 * 1 0920 113 30. 112.0 42.8 * 1 1740 213 28. 91.9 41.2

1 0105 14 4. .4 26.4 * 1 0925 114 30. 111.8 42.7 * 1 1745 214 28. 91.7 41.2

1 0110 15 4. .5 26.5 * 1 0930 115 30. 111.6 42.7 * 1 1750 215 28. 91.5 41.2

1 0115 16 5. .5 26.5 * 1 0935 116 30. 111.4 42.7 * 1 1755 216 28. 91.3 41.2

1 0120 17 5. .6 26.6 * 1 0940 117 30. 111.2 42.7 * 1 1800 217 28. 91.1 41.2

1 0125 18 6. .7 26.7 * 1 0945 118 30. 111.0 42.7 * 1 1805 218 28. 90.9 41.2

1 0130 19 6. .8 26.8 * 1 0950 119 30. 110.7 42.7 * 1 1810 219 28. 90.7 41.1

1 0135 20 7. .9 26.9 * 1 0955 120 30. 110.5 42.7 * 1 1815 220 28. 90.5 41.1

1 0140 21 7. 1.1 27.1 * 1 1000 121 30. 110.3 42.6 * 1 1820 221 28. 90.3 41.1

1 0145 22 8. 1.3 27.3 * 1 1005 122 30. 110.1 42.6 * 1 1825 222 28. 90.1 41.1

1 0150 23 9. 1.6 27.6 * 1 1010 123 30. 109.9 42.6 * 1 1830 223 28. 89.9 41.1

1 0155 24 10. 1.9 27.9 * 1 1015 124 30. 109.7 42.6 * 1 1835 224 28. 89.7 41.1

1 0200 25 11. 2.2 28.1 * 1 1020 125 30. 109.5 42.6 * 1 1840 225 28. 89.5 41.0

1 0205 26 11. 2.6 28.3 * 1 1025 126 30. 109.3 42.6 * 1 1845 226 28. 89.3 41.0

1 0210 27 11. 3.0 28.5 * 1 1030 127 30. 109.1 42.6 * 1 1850 227 28. 89.1 41.0

1 0215 28 12. 3.4 28.7 * 1 1035 128 30. 108.9 42.5 * 1 1855 228 28. 88.9 41.0

1 0220 29 12. 3.8 28.9 * 1 1040 129 30. 108.7 42.5 * 1 1900 229 28. 88.7 41.0

1 0225 30 13. 4.3 29.1 * 1 1045 130 30. 108.5 42.5 * 1 1905 230 28. 88.5 41.0

1 0230 31 13. 4.7 29.4 * 1 1050 131 30. 108.3 42.5 * 1 1910 231 28. 88.4 40.9

1 0235 32 14. 5.2 29.6 * 1 1055 132 30. 108.1 42.5 * 1 1915 232 28. 88.2 40.9

1 0240 33 14. 5.7 29.9 * 1 1100 133 30. 107.9 42.5 * 1 1920 233 28. 88.0 40.9

1 0245 34 15. 6.2 30.0 * 1 1105 134 30. 107.7 42.5 * 1 1925 234 28. 87.8 40.9

1 0250 35 15. 6.7 30.1 * 1 1110 135 30. 107.5 42.4 * 1 1930 235 28. 87.6 40.9

1 0255 36 15. 7.3 30.2 * 1 1115 136 30. 107.3 42.4 * 1 1935 236 28. 87.4 40.9

1 0300 37 15. 7.9 30.2 * 1 1120 137 30. 107.1 42.4 * 1 1940 237 28. 87.2 40.8

1 0305 38 15. 8.6 30.3 * 1 1125 138 30. 106.9 42.4 * 1 1945 238 28. 87.0 40.8

1 0310 39 15. 9.5 30.4 * 1 1130 139 30. 106.7 42.4 * 1 1950 239 28. 86.8 40.8

1 0315 40 16. 10.7 30.6 * 1 1135 140 30. 106.5 42.4 * 1 1955 240 28. 86.6 40.8

1 0320 41 16. 12.5 30.8 * 1 1140 141 30. 106.3 42.4 * 1 2000 241 28. 86.4 40.8

1 0325 42 17. 15.0 31.3 * 1 1145 142 30. 106.1 42.3 * 1 2005 242 28. 86.2 40.8

1 0330 43 18. 18.7 32.3 * 1 1150 143 29. 105.8 42.3 * 1 2010 243 28. 86.0 40.8

1 0335 44 20. 24.0 33.7 * 1 1155 144 29. 105.6 42.3 * 1 2015 244 28. 85.8 40.7

1 0340 45 22. 30.8 34.8 * 1 1200 145 29. 105.4 42.3 * 1 2020 245 28. 85.6 40.7

1 0345 46 23. 38.6 35.8 * 1 1205 146 29. 105.2 42.3 * 1 2025 246 28. 85.4 40.7

1 0350 47 24. 46.7 36.8 * 1 1210 147 29. 105.0 42.3 * 1 2030 247 28. 85.3 40.7

1 0355 48 25. 54.4 37.7 * 1 1215 148 29. 104.8 42.3 * 1 2035 248 28. 85.1 40.7

1 0400 49 26. 61.3 38.4 * 1 1220 149 29. 104.6 42.3 * 1 2040 249 28. 84.9 40.7

1 0405 50 26. 67.3 39.0 * 1 1225 150 29. 104.4 42.2 * 1 2045 250 28. 84.7 40.6

1 0410 51 27. 72.4 39.5 * 1 1230 151 29. 104.2 42.2 * 1 2050 251 28. 84.5 40.6

1 0415 52 27. 76.6 40.0 * 1 1235 152 29. 104.0 42.2 * 1 2055 252 28. 84.3 40.6

1 0420 53 28. 80.1 40.3 * 1 1240 153 29. 103.8 42.2 * 1 2100 253 28. 84.1 40.6

1 0425 54 28. 83.0 40.5 * 1 1245 154 29. 103.6 42.2 * 1 2105 254 28. 83.9 40.6

1 0430 55 28. 85.5 40.7 * 1 1250 155 29. 103.4 42.2 * 1 2110 255 28. 83.7 40.6

1 0435 56 28. 87.7 40.9 * 1 1255 156 29. 103.2 42.2 * 1 2115 256 28. 83.5 40.5

1 0440 57 28. 90.0 41.1 * 1 1300 157 29. 103.0 42.1 * 1 2120 257 28. 83.3 40.5

1 0445 58 29. 92.4 41.3 * 1 1305 158 29. 102.8 42.1 * 1 2125 258 28. 83.1 40.5

1 0450 59 29. 95.0 41.5 * 1 1310 159 29. 102.6 42.1 * 1 2130 259 28. 83.0 40.5

1 0455 60 29. 97.8 41.7 * 1 1315 160 29. 102.4 42.1 * 1 2135 260 28. 82.8 40.5

1 0500 61 29. 100.8 42.0 * 1 1320 161 29. 102.2 42.1 * 1 2140 261 28. 82.6 40.5

1 0505 62 29. 103.8 42.2 * 1 1325 162 29. 102.0 42.1 * 1 2145 262 28. 82.4 40.4

1 0510 63 30. 106.6 42.4 * 1 1330 163 29. 101.8 42.1 * 1 2150 263 28. 82.2 40.4

1 0515 64 30. 109.1 42.6 * 1 1335 164 29. 101.6 42.0 * 1 2155 264 28. 82.0 40.4

1 0520 65 30. 111.1 42.7 * 1 1340 165 29. 101.4 42.0 * 1 2200 265 28. 81.8 40.4

1 0525 66 30. 112.8 42.8 * 1 1345 166 29. 101.2 42.0 * 1 2205 266 28. 81.6 40.4

1 0530 67 30. 114.1 42.9 * 1 1350 167 29. 101.0 42.0 * 1 2210 267 28. 81.4 40.4

1 0535 68 30. 115.2 43.0 * 1 1355 168 29. 100.8 42.0 * 1 2215 268 28. 81.2 40.4

1 0540 69 30. 116.0 43.0 * 1 1400 169 29. 100.6 42.0 * 1 2220 269 28. 81.0 40.3

1 0545 70 30. 116.6 43.1 * 1 1405 170 29. 100.4 41.9 * 1 2225 270 28. 80.9 40.3

1 0550 71 30. 117.1 43.1 * 1 1410 171 29. 100.2 41.9 * 1 2230 271 28. 80.7 40.3

1 0555 72 30. 117.5 43.1 * 1 1415 172 29. 100.0 41.9 * 1 2235 272 28. 80.5 40.3

1 0600 73 30. 117.8 43.2 * 1 1420 173 29. 99.8 41.9 * 1 2240 273 28. 80.3 40.3

1 0605 74 30. 118.0 43.2 * 1 1425 174 29. 99.6 41.9 * 1 2245 274 28. 80.1 40.3

1 0610 75 30. 118.2 43.2 * 1 1430 175 29. 99.4 41.9 * 1 2250 275 28. 79.9 40.2

1 0615 76 30. 118.4 43.2 * 1 1435 176 29. 99.2 41.8 * 1 2255 276 28. 79.7 40.2

1 0620 77 30. 118.4 43.2 * 1 1440 177 29. 99.0 41.8 * 1 2300 277 28. 79.5 40.2

1 0625 78 30. 118.4 43.2 * 1 1445 178 29. 98.8 41.8 * 1 2305 278 27. 79.3 40.2

1 0630 79 30. 118.4 43.2 * 1 1450 179 29. 98.6 41.8 * 1 2310 279 27. 79.1 40.2

1 0635 80 30. 118.4 43.2 * 1 1455 180 29. 98.4 41.8 * 1 2315 280 27. 79.0 40.2

1 0640 81 30. 118.3 43.2 * 1 1500 181 29. 98.2 41.8 * 1 2320 281 27. 78.8 40.1

1 0645 82 30. 118.1 43.2 * 1 1505 182 29. 98.0 41.7 * 1 2325 282 27. 78.6 40.1

1 0650 83 30. 118.0 43.2 * 1 1510 183 29. 97.8 41.7 * 1 2330 283 27. 78.4 40.1

1 0655 84 30. 117.9 43.2 * 1 1515 184 29. 97.6 41.7 * 1 2335 284 27. 78.2 40.1

1 0700 85 30. 117.7 43.2 * 1 1520 185 29. 97.4 41.7 * 1 2340 285 27. 78.0 40.1

1 0705 86 30. 117.5 43.1 * 1 1525 186 29. 97.2 41.7 * 1 2345 286 27. 77.8 40.1

1 0710 87 30. 117.3 43.1 * 1 1530 187 29. 97.0 41.7 * 1 2350 287 27. 77.6 40.1

1 0715 88 30. 117.1 43.1 * 1 1535 188 29. 96.8 41.6 * 1 2355 288 27. 77.4 40.0

1 0720 89 30. 116.9 43.1 * 1 1540 189 29. 96.6 41.6 * 2 0000 289 27. 77.3 40.0

1 0725 90 30. 116.7 43.1 * 1 1545 190 29. 96.4 41.6 * 2 0005 290 27. 77.1 40.0

1 0730 91 30. 116.5 43.1 * 1 1550 191 29. 96.2 41.6 * 2 0010 291 27. 76.9 40.0

1 0735 92 30. 116.3 43.1 * 1 1555 192 29. 96.0 41.6 * 2 0015 292 27. 76.7 40.0

1 0740 93 30. 116.1 43.0 * 1 1600 193 29. 95.8 41.6 * 2 0020 293 27. 76.5 40.0

1 0745 94 30. 115.9 43.0 * 1 1605 194 29. 95.6 41.6 * 2 0025 294 27. 76.3 39.9

1 0750 95 30. 115.7 43.0 * 1 1610 195 29. 95.4 41.5 * 2 0030 295 27. 76.1 39.9

1 0755 96 30. 115.5 43.0 * 1 1615 196 29. 95.2 41.5 * 2 0035 296 27. 75.9 39.9

1 0800 97 30. 115.3 43.0 * 1 1620 197 29. 95.0 41.5 * 2 0040 297 27. 75.8 39.9

1 0805 98 30. 115.1 43.0 * 1 1625 198 29. 94.8 41.5 * 2 0045 298 27. 75.6 39.9

1 0810 99 30. 114.9 43.0 * 1 1630 199 29. 94.6 41.5 * 2 0050 299 27. 75.4 39.8

1 0815 100 30. 114.7 42.9 * 1 1635 200 29. 94.4 41.5 * 2 0055 300 27. 75.2 39.8

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 30. 6.42 30. 27. 26. 26.

(INCHES) .148 .529 .530 .530

(AC-FT) 15. 53. 53. 53.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

118. 6.42 114. 86. 83. 83.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

43.20 6.42 42.88 40.11 39.59 39.59

 

CUMULATIVE AREA = 1.88 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .85

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 26.0 * 1 0820 101 30. 112.8 42.8 * 1 1640 201 29. 92.7 41.3

1 0005 2 0. .0 26.0 * 1 0825 102 30. 112.6 42.8 * 1 1645 202 29. 92.5 41.3

1 0010 3 0. .0 26.0 * 1 0830 103 30. 112.4 42.8 * 1 1650 203 29. 92.3 41.3

1 0015 4 0. .0 26.0 * 1 0835 104 30. 112.2 42.8 * 1 1655 204 28. 92.1 41.3

1 0020 5 0. .0 26.0 * 1 0840 105 30. 112.0 42.8 * 1 1700 205 28. 91.9 41.2

1 0025 6 0. .0 26.0 * 1 0845 106 30. 111.8 42.7 * 1 1705 206 28. 91.7 41.2

1 0030 7 0. .0 26.0 * 1 0850 107 30. 111.6 42.7 * 1 1710 207 28. 91.5 41.2

1 0035 8 0. .0 26.0 * 1 0855 108 30. 111.4 42.7 * 1 1715 208 28. 91.3 41.2

1 0040 9 0. .1 26.1 * 1 0900 109 30. 111.2 42.7 * 1 1720 209 28. 91.1 41.2

1 0045 10 1. .1 26.1 * 1 0905 110 30. 111.0 42.7 * 1 1725 210 28. 90.9 41.2

1 0050 11 2. .2 26.2 * 1 0910 111 30. 110.8 42.7 * 1 1730 211 28. 90.7 41.1

1 0055 12 2. .3 26.3 * 1 0915 112 30. 110.6 42.7 * 1 1735 212 28. 90.5 41.1

1 0100 13 3. .3 26.3 * 1 0920 113 30. 110.4 42.6 * 1 1740 213 28. 90.3 41.1

1 0105 14 3. .4 26.4 * 1 0925 114 30. 110.2 42.6 * 1 1745 214 28. 90.1 41.1

1 0110 15 4. .4 26.4 * 1 0930 115 30. 110.0 42.6 * 1 1750 215 28. 89.9 41.1

1 0115 16 4. .5 26.5 * 1 0935 116 30. 109.7 42.6 * 1 1755 216 28. 89.7 41.1

1 0120 17 5. .6 26.6 * 1 0940 117 30. 109.5 42.6 * 1 1800 217 28. 89.5 41.0

1 0125 18 6. .6 26.6 * 1 0945 118 30. 109.3 42.6 * 1 1805 218 28. 89.3 41.0

1 0130 19 6. .7 26.7 * 1 0950 119 30. 109.1 42.6 * 1 1810 219 28. 89.2 41.0

1 0135 20 7. .8 26.8 * 1 0955 120 30. 108.9 42.5 * 1 1815 220 28. 89.0 41.0

1 0140 21 7. 1.0 27.0 * 1 1000 121 30. 108.7 42.5 * 1 1820 221 28. 88.8 41.0

1 0145 22 8. 1.2 27.2 * 1 1005 122 30. 108.5 42.5 * 1 1825 222 28. 88.6 41.0

1 0150 23 9. 1.5 27.5 * 1 1010 123 30. 108.3 42.5 * 1 1830 223 28. 88.4 40.9

1 0155 24 10. 1.8 27.8 * 1 1015 124 30. 108.1 42.5 * 1 1835 224 28. 88.2 40.9

1 0200 25 11. 2.2 28.1 * 1 1020 125 30. 107.9 42.5 * 1 1840 225 28. 88.0 40.9

1 0205 26 11. 2.5 28.3 * 1 1025 126 30. 107.7 42.5 * 1 1845 226 28. 87.8 40.9

1 0210 27 11. 2.9 28.5 * 1 1030 127 30. 107.5 42.4 * 1 1850 227 28. 87.6 40.9

1 0215 28 12. 3.3 28.6 * 1 1035 128 30. 107.3 42.4 * 1 1855 228 28. 87.4 40.9

1 0220 29 12. 3.7 28.9 * 1 1040 129 30. 107.1 42.4 * 1 1900 229 28. 87.2 40.9

1 0225 30 13. 4.2 29.1 * 1 1045 130 30. 106.9 42.4 * 1 1905 230 28. 87.0 40.8

1 0230 31 13. 4.6 29.3 * 1 1050 131 30. 106.7 42.4 * 1 1910 231 28. 86.8 40.8

1 0235 32 14. 5.1 29.5 * 1 1055 132 30. 106.5 42.4 * 1 1915 232 28. 86.6 40.8

1 0240 33 14. 5.6 29.8 * 1 1100 133 30. 106.3 42.4 * 1 1920 233 28. 86.4 40.8

1 0245 34 15. 6.0 30.0 * 1 1105 134 30. 106.1 42.4 * 1 1925 234 28. 86.2 40.8

1 0250 35 15. 6.5 30.1 * 1 1110 135 29. 105.9 42.3 * 1 1930 235 28. 86.1 40.8

1 0255 36 15. 7.1 30.1 * 1 1115 136 29. 105.7 42.3 * 1 1935 236 28. 85.9 40.7

1 0300 37 15. 7.7 30.2 * 1 1120 137 29. 105.5 42.3 * 1 1940 237 28. 85.7 40.7

1 0305 38 15. 8.4 30.3 * 1 1125 138 29. 105.3 42.3 * 1 1945 238 28. 85.5 40.7

1 0310 39 15. 9.3 30.4 * 1 1130 139 29. 105.1 42.3 * 1 1950 239 28. 85.3 40.7

1 0315 40 16. 10.5 30.6 * 1 1135 140 29. 104.9 42.3 * 1 1955 240 28. 85.1 40.7

1 0320 41 16. 12.2 30.8 * 1 1140 141 29. 104.7 42.3 * 1 2000 241 28. 84.9 40.7

1 0325 42 17. 14.7 31.2 * 1 1145 142 29. 104.5 42.2 * 1 2005 242 28. 84.7 40.6

1 0330 43 18. 18.4 32.2 * 1 1150 143 29. 104.3 42.2 * 1 2010 243 28. 84.5 40.6

1 0335 44 20. 23.6 33.6 * 1 1155 144 29. 104.0 42.2 * 1 2015 244 28. 84.3 40.6

1 0340 45 22. 30.3 34.7 * 1 1200 145 29. 103.8 42.2 * 1 2020 245 28. 84.1 40.6

1 0345 46 23. 38.0 35.7 * 1 1205 146 29. 103.6 42.2 * 1 2025 246 28. 83.9 40.6

1 0350 47 24. 45.9 36.7 * 1 1210 147 29. 103.4 42.2 * 1 2030 247 28. 83.7 40.6

1 0355 48 25. 53.5 37.6 * 1 1215 148 29. 103.2 42.2 * 1 2035 248 28. 83.6 40.5

1 0400 49 26. 60.4 38.3 * 1 1220 149 29. 103.0 42.1 * 1 2040 249 28. 83.4 40.5

1 0405 50 26. 66.3 38.9 * 1 1225 150 29. 102.8 42.1 * 1 2045 250 28. 83.2 40.5

1 0410 51 27. 71.3 39.4 * 1 1230 151 29. 102.6 42.1 * 1 2050 251 28. 83.0 40.5

1 0415 52 27. 75.5 39.8 * 1 1235 152 29. 102.4 42.1 * 1 2055 252 28. 82.8 40.5

1 0420 53 27. 78.9 40.2 * 1 1240 153 29. 102.2 42.1 * 1 2100 253 28. 82.6 40.5

1 0425 54 28. 81.8 40.4 * 1 1245 154 29. 102.0 42.1 * 1 2105 254 28. 82.4 40.5

1 0430 55 28. 84.2 40.6 * 1 1250 155 29. 101.8 42.1 * 1 2110 255 28. 82.2 40.4

1 0435 56 28. 86.4 40.8 * 1 1255 156 29. 101.6 42.0 * 1 2115 256 28. 82.0 40.4

1 0440 57 28. 88.7 41.0 * 1 1300 157 29. 101.4 42.0 * 1 2120 257 28. 81.8 40.4

1 0445 58 28. 91.0 41.2 * 1 1305 158 29. 101.2 42.0 * 1 2125 258 28. 81.6 40.4

1 0450 59 29. 93.6 41.4 * 1 1310 159 29. 101.0 42.0 * 1 2130 259 28. 81.5 40.4

1 0455 60 29. 96.4 41.6 * 1 1315 160 29. 100.8 42.0 * 1 2135 260 28. 81.3 40.4

1 0500 61 29. 99.4 41.9 * 1 1320 161 29. 100.6 42.0 * 1 2140 261 28. 81.1 40.3

1 0505 62 29. 102.3 42.1 * 1 1325 162 29. 100.4 42.0 * 1 2145 262 28. 80.9 40.3

1 0510 63 29. 105.1 42.3 * 1 1330 163 29. 100.2 41.9 * 1 2150 263 28. 80.7 40.3

1 0515 64 30. 107.5 42.4 * 1 1335 164 29. 100.0 41.9 * 1 2155 264 28. 80.5 40.3

1 0520 65 30. 109.6 42.6 * 1 1340 165 29. 99.8 41.9 * 1 2200 265 28. 80.3 40.3

1 0525 66 30. 111.2 42.7 * 1 1345 166 29. 99.6 41.9 * 1 2205 266 28. 80.1 40.3

1 0530 67 30. 112.5 42.8 * 1 1350 167 29. 99.4 41.9 * 1 2210 267 28. 79.9 40.2

1 0535 68 30. 113.6 42.9 * 1 1355 168 29. 99.2 41.9 * 1 2215 268 28. 79.7 40.2

1 0540 69 30. 114.4 42.9 * 1 1400 169 29. 99.0 41.8 * 1 2220 269 28. 79.6 40.2

1 0545 70 30. 115.0 43.0 * 1 1405 170 29. 98.8 41.8 * 1 2225 270 27. 79.4 40.2

1 0550 71 30. 115.5 43.0 * 1 1410 171 29. 98.6 41.8 * 1 2230 271 27. 79.2 40.2

1 0555 72 30. 115.9 43.0 * 1 1415 172 29. 98.4 41.8 * 1 2235 272 27. 79.0 40.2

1 0600 73 30. 116.2 43.0 * 1 1420 173 29. 98.2 41.8 * 1 2240 273 27. 78.8 40.1

1 0605 74 30. 116.4 43.1 * 1 1425 174 29. 98.0 41.8 * 1 2245 274 27. 78.6 40.1

1 0610 75 30. 116.6 43.1 * 1 1430 175 29. 97.8 41.7 * 1 2250 275 27. 78.4 40.1

1 0615 76 30. 116.7 43.1 * 1 1435 176 29. 97.6 41.7 * 1 2255 276 27. 78.2 40.1

1 0620 77 30. 116.8 43.1 * 1 1440 177 29. 97.4 41.7 * 1 2300 277 27. 78.0 40.1

1 0625 78 30. 116.8 43.1 * 1 1445 178 29. 97.2 41.7 * 1 2305 278 27. 77.9 40.1

1 0630 79 30. 116.8 43.1 * 1 1450 179 29. 97.0 41.7 * 1 2310 279 27. 77.7 40.1

1 0635 80 30. 116.7 43.1 * 1 1455 180 29. 96.8 41.7 * 1 2315 280 27. 77.5 40.0

1 0640 81 30. 116.6 43.1 * 1 1500 181 29. 96.6 41.6 * 1 2320 281 27. 77.3 40.0

1 0645 82 30. 116.5 43.1 * 1 1505 182 29. 96.4 41.6 * 1 2325 282 27. 77.1 40.0

1 0650 83 30. 116.4 43.1 * 1 1510 183 29. 96.2 41.6 * 1 2330 283 27. 76.9 40.0

1 0655 84 30. 116.2 43.0 * 1 1515 184 29. 96.0 41.6 * 1 2335 284 27. 76.7 40.0

1 0700 85 30. 116.0 43.0 * 1 1520 185 29. 95.8 41.6 * 1 2340 285 27. 76.5 40.0

1 0705 86 30. 115.9 43.0 * 1 1525 186 29. 95.6 41.6 * 1 2345 286 27. 76.3 39.9

1 0710 87 30. 115.7 43.0 * 1 1530 187 29. 95.4 41.5 * 1 2350 287 27. 76.2 39.9

1 0715 88 30. 115.5 43.0 * 1 1535 188 29. 95.2 41.5 * 1 2355 288 27. 76.0 39.9

1 0720 89 30. 115.3 43.0 * 1 1540 189 29. 95.0 41.5 * 2 0000 289 27. 75.8 39.9

1 0725 90 30. 115.1 43.0 * 1 1545 190 29. 94.8 41.5 * 2 0005 290 27. 75.6 39.9

1 0730 91 30. 114.9 43.0 * 1 1550 191 29. 94.6 41.5 * 2 0010 291 27. 75.4 39.8

1 0735 92 30. 114.7 42.9 * 1 1555 192 29. 94.4 41.5 * 2 0015 292 27. 75.2 39.8

1 0740 93 30. 114.5 42.9 * 1 1600 193 29. 94.2 41.4 * 2 0020 293 27. 75.0 39.8

1 0745 94 30. 114.3 42.9 * 1 1605 194 29. 94.1 41.4 * 2 0025 294 27. 74.8 39.8

1 0750 95 30. 114.1 42.9 * 1 1610 195 29. 93.9 41.4 * 2 0030 295 27. 74.7 39.8

1 0755 96 30. 113.9 42.9 * 1 1615 196 29. 93.7 41.4 * 2 0035 296 27. 74.5 39.7

1 0800 97 30. 113.7 42.9 * 1 1620 197 29. 93.5 41.4 * 2 0040 297 27. 74.3 39.7

1 0805 98 30. 113.4 42.9 * 1 1625 198 29. 93.3 41.4 * 2 0045 298 27. 74.1 39.7

1 0810 99 30. 113.2 42.8 * 1 1630 199 29. 93.1 41.3 * 2 0050 299 27. 73.9 39.7

1 0815 100 30. 113.0 42.8 * 1 1635 200 29. 92.9 41.3 * 2 0055 300 27. 73.7 39.7

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 30. 6.42 30. 27. 26. 26.

(INCHES) .148 .527 .527 .527

(AC-FT) 15. 53. 53. 53.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

117. 6.42 112. 85. 82. 82.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

43.09 6.42 42.77 40.00 39.48 39.48

 

CUMULATIVE AREA = 1.88 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1658 KK * MEADOWIN *

* *

**************

 

1661 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1662 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .88

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 241. * 1 1230 151 30. * 1 1845 226 29.

1 0005 2 0. * 1 0620 77 212. * 1 1235 152 30. * 1 1850 227 29.

1 0010 3 0. * 1 0625 78 184. * 1 1240 153 30. * 1 1855 228 29.

1 0015 4 0. * 1 0630 79 159. * 1 1245 154 30. * 1 1900 229 29.

1 0020 5 1. * 1 0635 80 136. * 1 1250 155 30. * 1 1905 230 29.

1 0025 6 3. * 1 0640 81 116. * 1 1255 156 30. * 1 1910 231 29.

1 0030 7 11. * 1 0645 82 99. * 1 1300 157 30. * 1 1915 232 29.

1 0035 8 28. * 1 0650 83 85. * 1 1305 158 30. * 1 1920 233 29.

1 0040 9 52. * 1 0655 84 73. * 1 1310 159 30. * 1 1925 234 29.

1 0045 10 80. * 1 0700 85 64. * 1 1315 160 30. * 1 1930 235 29.

1 0050 11 106. * 1 0705 86 56. * 1 1320 161 30. * 1 1935 236 29.

1 0055 12 125. * 1 0710 87 50. * 1 1325 162 30. * 1 1940 237 28.

1 0100 13 137. * 1 0715 88 45. * 1 1330 163 30. * 1 1945 238 28.

1 0105 14 141. * 1 0720 89 41. * 1 1335 164 30. * 1 1950 239 28.

1 0110 15 142. * 1 0725 90 39. * 1 1340 165 30. * 1 1955 240 28.

1 0115 16 143. * 1 0730 91 37. * 1 1345 166 30. * 1 2000 241 28.

1 0120 17 144. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.

1 0125 18 148. * 1 0740 93 34. * 1 1355 168 29. * 1 2010 243 28.

1 0130 19 156. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.

1 0135 20 170. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.

1 0140 21 192. * 1 0755 96 32. * 1 1410 171 29. * 1 2025 246 28.

1 0145 22 221. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.

1 0150 23 254. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.

1 0155 24 285. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.

1 0200 25 312. * 1 0815 100 31. * 1 1430 175 29. * 1 2045 250 28.

1 0205 26 331. * 1 0820 101 31. * 1 1435 176 29. * 1 2050 251 28.

1 0210 27 346. * 1 0825 102 31. * 1 1440 177 29. * 1 2055 252 28.

1 0215 28 358. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.

1 0220 29 369. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.

1 0225 30 381. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.

1 0230 31 390. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.

1 0235 32 396. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.

1 0240 33 400. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.

1 0245 34 404. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.

1 0250 35 413. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.

1 0255 36 427. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.

1 0300 37 454. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.

1 0305 38 500. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.

1 0310 39 582. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.

1 0315 40 726. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.

1 0320 41 972. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.

1 0325 42 1376. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.

1 0330 43 1977. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.

1 0335 44 2704. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.

1 0340 45 3347. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.

1 0345 46 3754. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.

1 0350 47 3886. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.

1 0355 48 3788. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.

1 0400 49 3522. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.

1 0405 50 3160. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.

1 0410 51 2772. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.

1 0415 52 2398. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.

1 0420 53 2061. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.

1 0425 54 1776. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.

1 0430 55 1558. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.

1 0435 56 1418. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.

1 0440 57 1357. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.

1 0445 58 1360. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.

1 0450 59 1412. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.

1 0455 60 1488. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.

1 0500 61 1541. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.

1 0505 62 1540. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.

1 0510 63 1478. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.

1 0515 64 1366. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.

1 0520 65 1221. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.

1 0525 66 1064. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.

1 0530 67 913. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 28.

1 0535 68 775. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 28.

1 0540 69 655. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 28.

1 0545 70 554. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 28.

1 0550 71 472. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 28.

1 0555 72 406. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 28.

1 0600 73 353. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 28.

1 0605 74 310. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.

1 0610 75 274. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 28.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 3886. 3.83 962. 264. 254. 254.

(INCHES) 1.185 1.298 1.300 1.300

(AC-FT) 477. 523. 524. 524.

 

CUMULATIVE AREA = 7.55 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .87

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 239. * 1 1230 151 30. * 1 1845 226 28.

1 0005 2 0. * 1 0620 77 210. * 1 1235 152 30. * 1 1850 227 28.

1 0010 3 0. * 1 0625 78 182. * 1 1240 153 30. * 1 1855 228 28.

1 0015 4 0. * 1 0630 79 157. * 1 1245 154 30. * 1 1900 229 28.

1 0020 5 0. * 1 0635 80 135. * 1 1250 155 30. * 1 1905 230 28.

1 0025 6 3. * 1 0640 81 115. * 1 1255 156 30. * 1 1910 231 28.

1 0030 7 10. * 1 0645 82 98. * 1 1300 157 29. * 1 1915 232 28.

1 0035 8 26. * 1 0650 83 84. * 1 1305 158 29. * 1 1920 233 28.

1 0040 9 50. * 1 0655 84 73. * 1 1310 159 29. * 1 1925 234 28.

1 0045 10 76. * 1 0700 85 63. * 1 1315 160 29. * 1 1930 235 28.

1 0050 11 101. * 1 0705 86 56. * 1 1320 161 29. * 1 1935 236 28.

1 0055 12 120. * 1 0710 87 50. * 1 1325 162 29. * 1 1940 237 28.

1 0100 13 131. * 1 0715 88 45. * 1 1330 163 29. * 1 1945 238 28.

1 0105 14 136. * 1 0720 89 41. * 1 1335 164 29. * 1 1950 239 28.

1 0110 15 137. * 1 0725 90 38. * 1 1340 165 29. * 1 1955 240 28.

1 0115 16 137. * 1 0730 91 36. * 1 1345 166 29. * 1 2000 241 28.

1 0120 17 139. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.

1 0125 18 143. * 1 0740 93 34. * 1 1355 168 29. * 1 2010 243 28.

1 0130 19 151. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.

1 0135 20 165. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.

1 0140 21 186. * 1 0755 96 32. * 1 1410 171 29. * 1 2025 246 28.

1 0145 22 215. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.

1 0150 23 247. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.

1 0155 24 278. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.

1 0200 25 303. * 1 0815 100 31. * 1 1430 175 29. * 1 2045 250 28.

1 0205 26 323. * 1 0820 101 31. * 1 1435 176 29. * 1 2050 251 28.

1 0210 27 337. * 1 0825 102 30. * 1 1440 177 29. * 1 2055 252 28.

1 0215 28 349. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.

1 0220 29 361. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.

1 0225 30 372. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.

1 0230 31 382. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.

1 0235 32 388. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.

1 0240 33 391. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.

1 0245 34 396. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.

1 0250 35 404. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.

1 0255 36 419. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.

1 0300 37 445. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.

1 0305 38 490. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.

1 0310 39 570. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.

1 0315 40 711. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.

1 0320 41 952. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.

1 0325 42 1348. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.

1 0330 43 1938. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.

1 0335 44 2655. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.

1 0340 45 3291. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.

1 0345 46 3694. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.

1 0350 47 3828. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.

1 0355 48 3732. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.

1 0400 49 3471. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.

1 0405 50 3117. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.

1 0410 51 2736. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.

1 0415 52 2369. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.

1 0420 53 2037. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.

1 0425 54 1755. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.

1 0430 55 1538. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.

1 0435 56 1400. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.

1 0440 57 1339. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.

1 0445 58 1341. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.

1 0450 59 1393. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.

1 0455 60 1467. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.

1 0500 61 1520. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.

1 0505 62 1519. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.

1 0510 63 1459. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.

1 0515 64 1348. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.

1 0520 65 1205. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.

1 0525 66 1051. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.

1 0530 67 902. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 27.

1 0535 68 767. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 27.

1 0540 69 648. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 27.

1 0545 70 548. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 27.

1 0550 71 467. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 27.

1 0555 72 402. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 27.

1 0600 73 350. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 27.

1 0605 74 307. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 27.

1 0610 75 271. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 27.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 3828. 3.83 947. 260. 251. 251.

(INCHES) 1.167 1.279 1.281 1.281

(AC-FT) 470. 515. 516. 516.

 

CUMULATIVE AREA = 7.55 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .86

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 237. * 1 1230 151 29. * 1 1845 226 28.

1 0005 2 0. * 1 0620 77 208. * 1 1235 152 29. * 1 1850 227 28.

1 0010 3 0. * 1 0625 78 181. * 1 1240 153 29. * 1 1855 228 28.

1 0015 4 0. * 1 0630 79 156. * 1 1245 154 29. * 1 1900 229 28.

1 0020 5 0. * 1 0635 80 134. * 1 1250 155 29. * 1 1905 230 28.

1 0025 6 3. * 1 0640 81 114. * 1 1255 156 29. * 1 1910 231 28.

1 0030 7 10. * 1 0645 82 98. * 1 1300 157 29. * 1 1915 232 28.

1 0035 8 25. * 1 0650 83 84. * 1 1305 158 29. * 1 1920 233 28.

1 0040 9 47. * 1 0655 84 72. * 1 1310 159 29. * 1 1925 234 28.

1 0045 10 73. * 1 0700 85 63. * 1 1315 160 29. * 1 1930 235 28.

1 0050 11 97. * 1 0705 86 55. * 1 1320 161 29. * 1 1935 236 28.

1 0055 12 115. * 1 0710 87 49. * 1 1325 162 29. * 1 1940 237 28.

1 0100 13 127. * 1 0715 88 45. * 1 1330 163 29. * 1 1945 238 28.

1 0105 14 132. * 1 0720 89 41. * 1 1335 164 29. * 1 1950 239 28.

1 0110 15 133. * 1 0725 90 38. * 1 1340 165 29. * 1 1955 240 28.

1 0115 16 133. * 1 0730 91 36. * 1 1345 166 29. * 1 2000 241 28.

1 0120 17 135. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.

1 0125 18 139. * 1 0740 93 33. * 1 1355 168 29. * 1 2010 243 28.

1 0130 19 147. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.

1 0135 20 161. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.

1 0140 21 182. * 1 0755 96 32. * 1 1410 171 29. * 1 2025 246 28.

1 0145 22 210. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.

1 0150 23 241. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.

1 0155 24 271. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.

1 0200 25 297. * 1 0815 100 31. * 1 1430 175 29. * 1 2045 250 28.

1 0205 26 316. * 1 0820 101 30. * 1 1435 176 29. * 1 2050 251 28.

1 0210 27 331. * 1 0825 102 30. * 1 1440 177 29. * 1 2055 252 28.

1 0215 28 342. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.

1 0220 29 354. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.

1 0225 30 365. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.

1 0230 31 375. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.

1 0235 32 381. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.

1 0240 33 385. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.

1 0245 34 389. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.

1 0250 35 397. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.

1 0255 36 412. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.

1 0300 37 437. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.

1 0305 38 482. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.

1 0310 39 561. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.

1 0315 40 699. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.

1 0320 41 936. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.

1 0325 42 1326. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.

1 0330 43 1908. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.

1 0335 44 2616. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.

1 0340 45 3247. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.

1 0345 46 3648. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.

1 0350 47 3781. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.

1 0355 48 3690. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.

1 0400 49 3433. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.

1 0405 50 3085. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.

1 0410 51 2708. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.

1 0415 52 2345. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.

1 0420 53 2017. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.

1 0425 54 1738. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.

1 0430 55 1523. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.

1 0435 56 1386. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.

1 0440 57 1325. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.

1 0445 58 1327. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 27.

1 0450 59 1377. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 27.

1 0455 60 1450. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 27.

1 0500 61 1503. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 27.

1 0505 62 1503. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 27.

1 0510 63 1443. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 27.

1 0515 64 1335. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 27.

1 0520 65 1193. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 27.

1 0525 66 1041. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 27.

1 0530 67 894. * 1 1145 142 30. * 1 1800 217 28. * 2 0015 292 27.

1 0535 68 760. * 1 1150 143 30. * 1 1805 218 28. * 2 0020 293 27.

1 0540 69 642. * 1 1155 144 30. * 1 1810 219 28. * 2 0025 294 27.

1 0545 70 543. * 1 1200 145 30. * 1 1815 220 28. * 2 0030 295 27.

1 0550 71 463. * 1 1205 146 30. * 1 1820 221 28. * 2 0035 296 27.

1 0555 72 399. * 1 1210 147 30. * 1 1825 222 28. * 2 0040 297 27.

1 0600 73 347. * 1 1215 148 29. * 1 1830 223 28. * 2 0045 298 27.

1 0605 74 304. * 1 1220 149 29. * 1 1835 224 28. * 2 0050 299 27.

1 0610 75 269. * 1 1225 150 29. * 1 1840 225 28. * 2 0055 300 27.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 3781. 3.83 936. 257. 248. 248.

(INCHES) 1.152 1.264 1.266 1.266

(AC-FT) 464. 509. 510. 510.

 

CUMULATIVE AREA = 7.55 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .85

***********************************************************************************************************************************

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 235. * 1 1230 151 29. * 1 1845 226 28.

1 0005 2 0. * 1 0620 77 206. * 1 1235 152 29. * 1 1850 227 28.

1 0010 3 0. * 1 0625 78 180. * 1 1240 153 29. * 1 1855 228 28.

1 0015 4 0. * 1 0630 79 155. * 1 1245 154 29. * 1 1900 229 28.

1 0020 5 0. * 1 0635 80 133. * 1 1250 155 29. * 1 1905 230 28.

1 0025 6 3. * 1 0640 81 114. * 1 1255 156 29. * 1 1910 231 28.

1 0030 7 9. * 1 0645 82 97. * 1 1300 157 29. * 1 1915 232 28.

1 0035 8 24. * 1 0650 83 83. * 1 1305 158 29. * 1 1920 233 28.

1 0040 9 46. * 1 0655 84 72. * 1 1310 159 29. * 1 1925 234 28.

1 0045 10 70. * 1 0700 85 63. * 1 1315 160 29. * 1 1930 235 28.

1 0050 11 93. * 1 0705 86 55. * 1 1320 161 29. * 1 1935 236 28.

1 0055 12 112. * 1 0710 87 49. * 1 1325 162 29. * 1 1940 237 28.

1 0100 13 123. * 1 0715 88 44. * 1 1330 163 29. * 1 1945 238 28.

1 0105 14 128. * 1 0720 89 41. * 1 1335 164 29. * 1 1950 239 28.

1 0110 15 129. * 1 0725 90 38. * 1 1340 165 29. * 1 1955 240 28.

1 0115 16 130. * 1 0730 91 36. * 1 1345 166 29. * 1 2000 241 28.

1 0120 17 132. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.

1 0125 18 136. * 1 0740 93 33. * 1 1355 168 29. * 1 2010 243 28.

1 0130 19 143. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.

1 0135 20 157. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.

1 0140 21 178. * 1 0755 96 31. * 1 1410 171 29. * 1 2025 246 28.

1 0145 22 205. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.

1 0150 23 236. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.

1 0155 24 266. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.

1 0200 25 291. * 1 0815 100 30. * 1 1430 175 29. * 1 2045 250 28.

1 0205 26 310. * 1 0820 101 30. * 1 1435 176 29. * 1 2050 251 28.

1 0210 27 325. * 1 0825 102 30. * 1 1440 177 29. * 1 2055 252 28.

1 0215 28 336. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.

1 0220 29 348. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.

1 0225 30 359. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.

1 0230 31 369. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.

1 0235 32 375. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.

1 0240 33 379. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.

1 0245 34 383. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.

1 0250 35 392. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.

1 0255 36 406. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.

1 0300 37 431. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.

1 0305 38 475. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.

1 0310 39 553. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.

1 0315 40 689. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.

1 0320 41 921. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.

1 0325 42 1306. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.

1 0330 43 1881. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.

1 0335 44 2581. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.

1 0340 45 3206. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.

1 0345 46 3603. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.

1 0350 47 3742. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.

1 0355 48 3651. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.

1 0400 49 3401. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.

1 0405 50 3057. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 27.

1 0410 51 2684. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 27.

1 0415 52 2324. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 27.

1 0420 53 2000. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 27.

1 0425 54 1723. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 27.

1 0430 55 1510. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 27.

1 0435 56 1374. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 27.

1 0440 57 1313. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 27.

1 0445 58 1314. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 27.

1 0450 59 1364. * 1 1105 134 30. * 1 1720 209 28. * 1 2335 284 27.

1 0455 60 1436. * 1 1110 135 30. * 1 1725 210 28. * 1 2340 285 27.

1 0500 61 1488. * 1 1115 136 30. * 1 1730 211 28. * 1 2345 286 27.

1 0505 62 1488. * 1 1120 137 30. * 1 1735 212 28. * 1 2350 287 27.

1 0510 63 1430. * 1 1125 138 30. * 1 1740 213 28. * 1 2355 288 27.

1 0515 64 1323. * 1 1130 139 30. * 1 1745 214 28. * 2 0000 289 27.

1 0520 65 1183. * 1 1135 140 29. * 1 1750 215 28. * 2 0005 290 27.

1 0525 66 1032. * 1 1140 141 29. * 1 1755 216 28. * 2 0010 291 27.

1 0530 67 886. * 1 1145 142 29. * 1 1800 217 28. * 2 0015 292 27.

1 0535 68 754. * 1 1150 143 29. * 1 1805 218 28. * 2 0020 293 27.

1 0540 69 637. * 1 1155 144 29. * 1 1810 219 28. * 2 0025 294 27.

1 0545 70 539. * 1 1200 145 29. * 1 1815 220 28. * 2 0030 295 27.

1 0550 71 460. * 1 1205 146 29. * 1 1820 221 28. * 2 0035 296 27.

1 0555 72 396. * 1 1210 147 29. * 1 1825 222 28. * 2 0040 297 27.

1 0600 73 344. * 1 1215 148 29. * 1 1830 223 28. * 2 0045 298 27.

1 0605 74 302. * 1 1220 149 29. * 1 1835 224 28. * 2 0050 299 27.

1 0610 75 267. * 1 1225 150 29. * 1 1840 225 28. * 2 0055 300 27.

* * *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 3742. 3.83 925. 254. 245. 245.

(INCHES) 1.139 1.251 1.253 1.253

(AC-FT) 459. 504. 505. 505.

 

CUMULATIVE AREA = 7.55 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1663 KK * MEADOWDB *

* *

**************

 

1679 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1680 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC .00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

1681 SV STORAGE .0 17.2 28.3 40.6 58.0 74.9 92.5 111.0 130.5 152.0

174.6 196.7 212.0 213.3 235.1 309.3

 

1683 SE ELEVATION 2097.90 2101.00 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.40 2108.43

2109.50 2110.53 2111.24 2111.30 2112.30 2115.50

 

1685 SQ DISCHARGE 0. 202. 400. 500. 600. 700. 800. 900. 1000. 1100.

1200. 1300. 1365. 1380. 1428. 5248.

 

***

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .88

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2097.9 * 1 0820 101 466. 36.4 2102.3 * 1 1640 201 29. 2.5 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 442. 33.5 2102.1 * 1 1645 202 29. 2.5 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 420. 30.8 2101.9 * 1 1650 203 29. 2.5 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 398. 28.2 2101.8 * 1 1655 204 29. 2.5 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 355. 25.8 2101.6 * 1 1700 205 29. 2.5 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 318. 23.7 2101.5 * 1 1705 206 29. 2.5 2098.3

1 0030 7 1. .1 2097.9 * 1 0850 107 285. 21.8 2101.3 * 1 1710 207 29. 2.5 2098.3

1 0035 8 2. .2 2097.9 * 1 0855 108 255. 20.2 2101.2 * 1 1715 208 29. 2.5 2098.3

1 0040 9 5. .4 2098.0 * 1 0900 109 229. 18.7 2101.1 * 1 1720 209 29. 2.5 2098.3

1 0045 10 10. .8 2098.1 * 1 0905 110 206. 17.4 2101.0 * 1 1725 210 29. 2.5 2098.3

1 0050 11 16. 1.4 2098.2 * 1 0910 111 191. 16.2 2100.8 * 1 1730 211 29. 2.5 2098.3

1 0055 12 24. 2.0 2098.3 * 1 0915 112 179. 15.2 2100.6 * 1 1735 212 29. 2.5 2098.3

1 0100 13 32. 2.8 2098.4 * 1 0920 113 167. 14.2 2100.5 * 1 1740 213 29. 2.5 2098.3

1 0105 14 41. 3.5 2098.5 * 1 0925 114 156. 13.3 2100.3 * 1 1745 214 29. 2.5 2098.3

1 0110 15 49. 4.1 2098.6 * 1 0930 115 147. 12.5 2100.1 * 1 1750 215 29. 2.5 2098.3

1 0115 16 56. 4.7 2098.8 * 1 0935 116 138. 11.7 2100.0 * 1 1755 216 29. 2.5 2098.3

1 0120 17 63. 5.3 2098.9 * 1 0940 117 129. 11.0 2099.9 * 1 1800 217 29. 2.5 2098.3

1 0125 18 69. 5.9 2099.0 * 1 0945 118 121. 10.3 2099.8 * 1 1805 218 29. 2.5 2098.3

1 0130 19 76. 6.4 2099.1 * 1 0950 119 114. 9.7 2099.7 * 1 1810 219 29. 2.5 2098.3

1 0135 20 82. 7.0 2099.2 * 1 0955 120 108. 9.2 2099.6 * 1 1815 220 29. 2.5 2098.3

1 0140 21 90. 7.7 2099.3 * 1 1000 121 102. 8.6 2099.5 * 1 1820 221 29. 2.5 2098.3

1 0145 22 99. 8.4 2099.4 * 1 1005 122 96. 8.2 2099.4 * 1 1825 222 29. 2.5 2098.3

1 0150 23 110. 9.3 2099.6 * 1 1010 123 91. 7.7 2099.3 * 1 1830 223 29. 2.5 2098.3

1 0155 24 122. 10.4 2099.8 * 1 1015 124 86. 7.3 2099.2 * 1 1835 224 29. 2.5 2098.3

1 0200 25 136. 11.6 2100.0 * 1 1020 125 82. 7.0 2099.2 * 1 1840 225 29. 2.5 2098.3

1 0205 26 151. 12.8 2100.2 * 1 1025 126 78. 6.6 2099.1 * 1 1845 226 29. 2.5 2098.3

1 0210 27 165. 14.0 2100.4 * 1 1030 127 74. 6.3 2099.0 * 1 1850 227 29. 2.5 2098.3

1 0215 28 180. 15.3 2100.7 * 1 1035 128 71. 6.0 2099.0 * 1 1855 228 29. 2.4 2098.3

1 0220 29 194. 16.5 2100.9 * 1 1040 129 67. 5.7 2098.9 * 1 1900 229 29. 2.4 2098.3

1 0225 30 211. 17.7 2101.0 * 1 1045 130 65. 5.5 2098.9 * 1 1905 230 29. 2.4 2098.3

1 0230 31 231. 18.8 2101.1 * 1 1050 131 62. 5.3 2098.8 * 1 1910 231 29. 2.4 2098.3

1 0235 32 250. 19.9 2101.2 * 1 1055 132 59. 5.0 2098.8 * 1 1915 232 29. 2.4 2098.3

1 0240 33 267. 20.8 2101.3 * 1 1100 133 57. 4.8 2098.8 * 1 1920 233 29. 2.4 2098.3

1 0245 34 283. 21.7 2101.3 * 1 1105 134 55. 4.7 2098.7 * 1 1925 234 29. 2.4 2098.3

1 0250 35 297. 22.5 2101.4 * 1 1110 135 53. 4.5 2098.7 * 1 1930 235 29. 2.4 2098.3

1 0255 36 311. 23.3 2101.4 * 1 1115 136 51. 4.4 2098.7 * 1 1935 236 29. 2.4 2098.3

1 0300 37 326. 24.1 2101.5 * 1 1120 137 50. 4.2 2098.7 * 1 1940 237 29. 2.4 2098.3

1 0305 38 344. 25.1 2101.6 * 1 1125 138 48. 4.1 2098.6 * 1 1945 238 29. 2.4 2098.3

1 0310 39 366. 26.4 2101.7 * 1 1130 139 47. 4.0 2098.6 * 1 1950 239 29. 2.4 2098.3

1 0315 40 400. 28.3 2101.8 * 1 1135 140 45. 3.8 2098.6 * 1 1955 240 29. 2.4 2098.3

1 0320 41 424. 31.3 2102.0 * 1 1140 141 44. 3.7 2098.6 * 1 2000 241 29. 2.4 2098.3

1 0325 42 465. 36.3 2102.3 * 1 1145 142 43. 3.7 2098.6 * 1 2005 242 29. 2.4 2098.3

1 0330 43 522. 44.5 2102.8 * 1 1150 143 42. 3.6 2098.5 * 1 2010 243 29. 2.4 2098.3

1 0335 44 593. 56.7 2103.5 * 1 1155 144 41. 3.5 2098.5 * 1 2015 244 29. 2.4 2098.3

1 0340 45 689. 73.2 2104.4 * 1 1200 145 40. 3.4 2098.5 * 1 2020 245 29. 2.4 2098.3

1 0345 46 800. 92.5 2105.5 * 1 1205 146 39. 3.3 2098.5 * 1 2025 246 29. 2.4 2098.3

1 0350 47 910. 112.9 2106.5 * 1 1210 147 39. 3.3 2098.5 * 1 2030 247 29. 2.4 2098.3

1 0355 48 1010. 132.7 2107.5 * 1 1215 148 38. 3.2 2098.5 * 1 2035 248 29. 2.4 2098.3

1 0400 49 1094. 150.6 2108.4 * 1 1220 149 37. 3.2 2098.5 * 1 2040 249 28. 2.4 2098.3

1 0405 50 1161. 165.9 2109.1 * 1 1225 150 37. 3.1 2098.5 * 1 2045 250 28. 2.4 2098.3

1 0410 51 1216. 178.1 2109.7 * 1 1230 151 36. 3.1 2098.5 * 1 2050 251 28. 2.4 2098.3

1 0415 52 1258. 187.4 2110.1 * 1 1235 152 36. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3

1 0420 53 1288. 194.0 2110.4 * 1 1240 153 35. 3.0 2098.4 * 1 2100 253 28. 2.4 2098.3

1 0425 54 1307. 198.3 2110.6 * 1 1245 154 35. 3.0 2098.4 * 1 2105 254 28. 2.4 2098.3

1 0430 55 1317. 200.7 2110.7 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3

1 0435 56 1322. 201.9 2110.8 * 1 1255 156 34. 2.9 2098.4 * 1 2115 256 28. 2.4 2098.3

1 0440 57 1324. 202.3 2110.8 * 1 1300 157 34. 2.9 2098.4 * 1 2120 257 28. 2.4 2098.3

1 0445 58 1325. 202.6 2110.8 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3

1 0450 59 1327. 203.0 2110.8 * 1 1310 159 33. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3

1 0455 60 1330. 203.8 2110.9 * 1 1315 160 33. 2.8 2098.4 * 1 2135 260 28. 2.4 2098.3

1 0500 61 1336. 205.1 2110.9 * 1 1320 161 33. 2.8 2098.4 * 1 2140 261 28. 2.4 2098.3

1 0505 62 1341. 206.4 2111.0 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3

1 0510 63 1346. 207.6 2111.0 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3

1 0515 64 1349. 208.1 2111.1 * 1 1335 164 32. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3

1 0520 65 1347. 207.7 2111.0 * 1 1340 165 32. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3

1 0525 66 1341. 206.3 2111.0 * 1 1345 166 32. 2.7 2098.4 * 1 2205 266 28. 2.4 2098.3

1 0530 67 1331. 203.9 2110.9 * 1 1350 167 31. 2.7 2098.4 * 1 2210 267 28. 2.4 2098.3

1 0535 68 1317. 200.6 2110.7 * 1 1355 168 31. 2.7 2098.4 * 1 2215 268 28. 2.4 2098.3

1 0540 69 1299. 196.5 2110.5 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3

1 0545 70 1278. 191.8 2110.3 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3

1 0550 71 1255. 186.6 2110.1 * 1 1410 171 31. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3

1 0555 72 1229. 181.1 2109.8 * 1 1415 172 31. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3

1 0600 73 1203. 175.4 2109.5 * 1 1420 173 31. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3

1 0605 74 1177. 169.4 2109.3 * 1 1425 174 31. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3

1 0610 75 1150. 163.4 2109.0 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3

1 0615 76 1124. 157.4 2108.7 * 1 1435 176 30. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3

1 0620 77 1097. 151.3 2108.4 * 1 1440 177 30. 2.6 2098.4 * 1 2300 277 28. 2.4 2098.3

1 0625 78 1068. 145.2 2108.1 * 1 1445 178 30. 2.6 2098.4 * 1 2305 278 28. 2.4 2098.3

1 0630 79 1040. 139.1 2107.8 * 1 1450 179 30. 2.6 2098.4 * 1 2310 279 28. 2.4 2098.3

1 0635 80 1012. 133.1 2107.5 * 1 1455 180 30. 2.6 2098.4 * 1 2315 280 28. 2.4 2098.3

1 0640 81 982. 127.1 2107.2 * 1 1500 181 30. 2.6 2098.4 * 1 2320 281 28. 2.4 2098.3

1 0645 82 952. 121.2 2106.9 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.4 2098.3

1 0650 83 922. 115.3 2106.6 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.4 2098.3

1 0655 84 893. 109.6 2106.4 * 1 1515 184 30. 2.5 2098.4 * 1 2335 284 28. 2.4 2098.3

1 0700 85 862. 104.1 2106.1 * 1 1520 185 30. 2.5 2098.4 * 1 2340 285 28. 2.4 2098.3

1 0705 86 833. 98.6 2105.8 * 1 1525 186 30. 2.5 2098.4 * 1 2345 286 28. 2.4 2098.3

1 0710 87 805. 93.4 2105.5 * 1 1530 187 30. 2.5 2098.4 * 1 2350 287 28. 2.4 2098.3

1 0715 88 776. 88.2 2105.2 * 1 1535 188 30. 2.5 2098.4 * 1 2355 288 28. 2.4 2098.3

1 0720 89 748. 83.3 2105.0 * 1 1540 189 30. 2.5 2098.4 * 2 0000 289 28. 2.4 2098.3

1 0725 90 720. 78.5 2104.7 * 1 1545 190 30. 2.5 2098.4 * 2 0005 290 28. 2.4 2098.3

1 0730 91 694. 73.9 2104.5 * 1 1550 191 30. 2.5 2098.4 * 2 0010 291 28. 2.4 2098.3

1 0735 92 668. 69.5 2104.2 * 1 1555 192 30. 2.5 2098.4 * 2 0015 292 28. 2.4 2098.3

1 0740 93 642. 65.2 2104.0 * 1 1600 193 30. 2.5 2098.4 * 2 0020 293 28. 2.4 2098.3

1 0745 94 618. 61.1 2103.7 * 1 1605 194 30. 2.5 2098.4 * 2 0025 294 28. 2.4 2098.3

1 0750 95 595. 57.1 2103.5 * 1 1610 195 29. 2.5 2098.4 * 2 0030 295 28. 2.4 2098.3

1 0755 96 573. 53.3 2103.3 * 1 1615 196 29. 2.5 2098.4 * 2 0035 296 28. 2.4 2098.3

1 0800 97 552. 49.7 2103.1 * 1 1620 197 29. 2.5 2098.4 * 2 0040 297 28. 2.4 2098.3

1 0805 98 532. 46.1 2102.9 * 1 1625 198 29. 2.5 2098.4 * 2 0045 298 28. 2.4 2098.3

1 0810 99 512. 42.8 2102.7 * 1 1630 199 29. 2.5 2098.4 * 2 0050 299 28. 2.4 2098.3

1 0815 100 491. 39.5 2102.5 * 1 1635 200 29. 2.5 2098.4 * 2 0055 300 28. 2.4 2098.3

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1349. 5.25 891. 263. 253. 253.

(INCHES) 1.097 1.294 1.295 1.295

(AC-FT) 442. 521. 521. 521.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

208. 5.25 117. 33. 31. 31.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2111.06 5.25 2106.50 2100.65 2100.55 2100.55

 

CUMULATIVE AREA = 7.55 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .87

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2097.9 * 1 0820 101 456. 35.2 2102.2 * 1 1640 201 29. 2.5 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 433. 32.4 2102.0 * 1 1645 202 29. 2.5 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 411. 29.7 2101.9 * 1 1650 203 29. 2.5 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 380. 27.2 2101.7 * 1 1655 204 29. 2.5 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 339. 24.9 2101.5 * 1 1700 205 29. 2.5 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 304. 22.9 2101.4 * 1 1705 206 29. 2.5 2098.3

1 0030 7 1. .1 2097.9 * 1 0850 107 272. 21.1 2101.3 * 1 1710 207 29. 2.5 2098.3

1 0035 8 2. .2 2097.9 * 1 0855 108 244. 19.5 2101.2 * 1 1715 208 29. 2.5 2098.3

1 0040 9 5. .4 2098.0 * 1 0900 109 220. 18.2 2101.1 * 1 1720 209 29. 2.5 2098.3

1 0045 10 9. .8 2098.0 * 1 0905 110 199. 16.9 2101.0 * 1 1725 210 29. 2.5 2098.3

1 0050 11 15. 1.3 2098.1 * 1 0910 111 186. 15.8 2100.8 * 1 1730 211 29. 2.5 2098.3

1 0055 12 23. 1.9 2098.3 * 1 0915 112 174. 14.8 2100.6 * 1 1735 212 29. 2.5 2098.3

1 0100 13 31. 2.6 2098.4 * 1 0920 113 163. 13.8 2100.4 * 1 1740 213 29. 2.5 2098.3

1 0105 14 39. 3.3 2098.5 * 1 0925 114 152. 12.9 2100.2 * 1 1745 214 29. 2.5 2098.3

1 0110 15 46. 3.9 2098.6 * 1 0930 115 143. 12.1 2100.1 * 1 1750 215 29. 2.5 2098.3

1 0115 16 54. 4.5 2098.7 * 1 0935 116 134. 11.4 2100.0 * 1 1755 216 29. 2.5 2098.3

1 0120 17 60. 5.1 2098.8 * 1 0940 117 126. 10.7 2099.8 * 1 1800 217 29. 2.5 2098.3

1 0125 18 66. 5.6 2098.9 * 1 0945 118 118. 10.1 2099.7 * 1 1805 218 29. 2.4 2098.3

1 0130 19 73. 6.2 2099.0 * 1 0950 119 112. 9.5 2099.6 * 1 1810 219 29. 2.4 2098.3

1 0135 20 79. 6.7 2099.1 * 1 0955 120 105. 8.9 2099.5 * 1 1815 220 29. 2.4 2098.3

1 0140 21 87. 7.4 2099.2 * 1 1000 121 99. 8.4 2099.4 * 1 1820 221 29. 2.4 2098.3

1 0145 22 96. 8.1 2099.4 * 1 1005 122 94. 8.0 2099.3 * 1 1825 222 29. 2.4 2098.3

1 0150 23 106. 9.0 2099.5 * 1 1010 123 89. 7.6 2099.3 * 1 1830 223 29. 2.4 2098.3

1 0155 24 118. 10.1 2099.7 * 1 1015 124 84. 7.2 2099.2 * 1 1835 224 29. 2.4 2098.3

1 0200 25 132. 11.2 2099.9 * 1 1020 125 80. 6.8 2099.1 * 1 1840 225 29. 2.4 2098.3

1 0205 26 146. 12.4 2100.1 * 1 1025 126 76. 6.5 2099.1 * 1 1845 226 29. 2.4 2098.3

1 0210 27 160. 13.6 2100.4 * 1 1030 127 73. 6.2 2099.0 * 1 1850 227 29. 2.4 2098.3

1 0215 28 175. 14.8 2100.6 * 1 1035 128 69. 5.9 2099.0 * 1 1855 228 29. 2.4 2098.3

1 0220 29 189. 16.0 2100.8 * 1 1040 129 66. 5.6 2098.9 * 1 1900 229 29. 2.4 2098.3

1 0225 30 203. 17.2 2101.0 * 1 1045 130 63. 5.4 2098.9 * 1 1905 230 29. 2.4 2098.3

1 0230 31 223. 18.3 2101.1 * 1 1050 131 61. 5.2 2098.8 * 1 1910 231 29. 2.4 2098.3

1 0235 32 241. 19.4 2101.2 * 1 1055 132 58. 5.0 2098.8 * 1 1915 232 29. 2.4 2098.3

1 0240 33 258. 20.3 2101.2 * 1 1100 133 56. 4.8 2098.8 * 1 1920 233 29. 2.4 2098.3

1 0245 34 274. 21.2 2101.3 * 1 1105 134 54. 4.6 2098.7 * 1 1925 234 29. 2.4 2098.3

1 0250 35 289. 22.0 2101.3 * 1 1110 135 52. 4.4 2098.7 * 1 1930 235 29. 2.4 2098.3

1 0255 36 303. 22.8 2101.4 * 1 1115 136 50. 4.3 2098.7 * 1 1935 236 29. 2.4 2098.3

1 0300 37 318. 23.7 2101.5 * 1 1120 137 49. 4.1 2098.6 * 1 1940 237 29. 2.4 2098.3

1 0305 38 335. 24.6 2101.5 * 1 1125 138 47. 4.0 2098.6 * 1 1945 238 29. 2.4 2098.3

1 0310 39 357. 25.9 2101.6 * 1 1130 139 46. 3.9 2098.6 * 1 1950 239 28. 2.4 2098.3

1 0315 40 390. 27.7 2101.8 * 1 1135 140 45. 3.8 2098.6 * 1 1955 240 28. 2.4 2098.3

1 0320 41 419. 30.7 2101.9 * 1 1140 141 44. 3.7 2098.6 * 1 2000 241 28. 2.4 2098.3

1 0325 42 459. 35.6 2102.2 * 1 1145 142 42. 3.6 2098.6 * 1 2005 242 28. 2.4 2098.3

1 0330 43 517. 43.5 2102.7 * 1 1150 143 41. 3.5 2098.5 * 1 2010 243 28. 2.4 2098.3

1 0335 44 586. 55.6 2103.4 * 1 1155 144 41. 3.4 2098.5 * 1 2015 244 28. 2.4 2098.3

1 0340 45 681. 71.7 2104.3 * 1 1200 145 40. 3.4 2098.5 * 1 2020 245 28. 2.4 2098.3

1 0345 46 790. 90.7 2105.4 * 1 1205 146 39. 3.3 2098.5 * 1 2025 246 28. 2.4 2098.3

1 0350 47 899. 110.7 2106.4 * 1 1210 147 38. 3.2 2098.5 * 1 2030 247 28. 2.4 2098.3

1 0355 48 999. 130.2 2107.4 * 1 1215 148 38. 3.2 2098.5 * 1 2035 248 28. 2.4 2098.3

1 0400 49 1081. 147.9 2108.2 * 1 1220 149 37. 3.1 2098.5 * 1 2040 249 28. 2.4 2098.3

1 0405 50 1148. 162.9 2108.9 * 1 1225 150 36. 3.1 2098.5 * 1 2045 250 28. 2.4 2098.3

1 0410 51 1201. 175.0 2109.5 * 1 1230 151 36. 3.0 2098.4 * 1 2050 251 28. 2.4 2098.3

1 0415 52 1243. 184.1 2109.9 * 1 1235 152 35. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3

1 0420 53 1273. 190.6 2110.2 * 1 1240 153 35. 3.0 2098.4 * 1 2100 253 28. 2.4 2098.3

1 0425 54 1292. 194.9 2110.4 * 1 1245 154 34. 2.9 2098.4 * 1 2105 254 28. 2.4 2098.3

1 0430 55 1302. 197.3 2110.6 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3

1 0435 56 1307. 198.4 2110.6 * 1 1255 156 34. 2.9 2098.4 * 1 2115 256 28. 2.4 2098.3

1 0440 57 1309. 198.8 2110.6 * 1 1300 157 33. 2.8 2098.4 * 1 2120 257 28. 2.4 2098.3

1 0445 58 1310. 199.0 2110.6 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3

1 0450 59 1312. 199.4 2110.7 * 1 1310 159 33. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3

1 0455 60 1315. 200.2 2110.7 * 1 1315 160 33. 2.8 2098.4 * 1 2135 260 28. 2.4 2098.3

1 0500 61 1320. 201.4 2110.8 * 1 1320 161 32. 2.7 2098.4 * 1 2140 261 28. 2.4 2098.3

1 0505 62 1326. 202.8 2110.8 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3

1 0510 63 1331. 203.9 2110.9 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3

1 0515 64 1333. 204.4 2110.9 * 1 1335 164 32. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3

1 0520 65 1331. 204.0 2110.9 * 1 1340 165 31. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3

1 0525 66 1325. 202.6 2110.8 * 1 1345 166 31. 2.7 2098.4 * 1 2205 266 28. 2.4 2098.3

1 0530 67 1315. 200.3 2110.7 * 1 1350 167 31. 2.6 2098.4 * 1 2210 267 28. 2.4 2098.3

1 0535 68 1301. 197.0 2110.5 * 1 1355 168 31. 2.6 2098.4 * 1 2215 268 28. 2.4 2098.3

1 0540 69 1283. 193.0 2110.4 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3

1 0545 70 1262. 188.3 2110.1 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3

1 0550 71 1239. 183.2 2109.9 * 1 1410 171 31. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3

1 0555 72 1214. 177.7 2109.6 * 1 1415 172 31. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3

1 0600 73 1189. 172.1 2109.4 * 1 1420 173 30. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3

1 0605 74 1163. 166.2 2109.1 * 1 1425 174 30. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3

1 0610 75 1137. 160.3 2108.8 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3

1 0615 76 1110. 154.3 2108.5 * 1 1435 176 30. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3

1 0620 77 1083. 148.3 2108.3 * 1 1440 177 30. 2.6 2098.4 * 1 2300 277 28. 2.4 2098.3

1 0625 78 1055. 142.3 2108.0 * 1 1445 178 30. 2.6 2098.4 * 1 2305 278 28. 2.4 2098.3

1 0630 79 1027. 136.3 2107.7 * 1 1450 179 30. 2.5 2098.4 * 1 2310 279 28. 2.4 2098.3

1 0635 80 999. 130.3 2107.4 * 1 1455 180 30. 2.5 2098.4 * 1 2315 280 28. 2.4 2098.3

1 0640 81 969. 124.4 2107.1 * 1 1500 181 30. 2.5 2098.4 * 1 2320 281 28. 2.4 2098.3

1 0645 82 939. 118.6 2106.8 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.4 2098.3

1 0650 83 909. 112.8 2106.5 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.4 2098.3

1 0655 84 880. 107.2 2106.2 * 1 1515 184 30. 2.5 2098.4 * 1 2335 284 28. 2.4 2098.3

1 0700 85 850. 101.7 2105.9 * 1 1520 185 30. 2.5 2098.4 * 1 2340 285 28. 2.4 2098.3

1 0705 86 821. 96.4 2105.7 * 1 1525 186 30. 2.5 2098.4 * 1 2345 286 28. 2.4 2098.3

1 0710 87 793. 91.2 2105.4 * 1 1530 187 30. 2.5 2098.4 * 1 2350 287 28. 2.4 2098.3

1 0715 88 764. 86.2 2105.1 * 1 1535 188 30. 2.5 2098.4 * 1 2355 288 28. 2.4 2098.3

1 0720 89 736. 81.3 2104.9 * 1 1540 189 30. 2.5 2098.4 * 2 0000 289 28. 2.4 2098.3

1 0725 90 709. 76.6 2104.6 * 1 1545 190 29. 2.5 2098.4 * 2 0005 290 28. 2.4 2098.3

1 0730 91 683. 72.1 2104.3 * 1 1550 191 29. 2.5 2098.4 * 2 0010 291 28. 2.4 2098.3

1 0735 92 657. 67.7 2104.1 * 1 1555 192 29. 2.5 2098.4 * 2 0015 292 28. 2.4 2098.3

1 0740 93 632. 63.5 2103.9 * 1 1600 193 29. 2.5 2098.4 * 2 0020 293 28. 2.4 2098.3

1 0745 94 608. 59.4 2103.6 * 1 1605 194 29. 2.5 2098.4 * 2 0025 294 28. 2.3 2098.3

1 0750 95 586. 55.5 2103.4 * 1 1610 195 29. 2.5 2098.3 * 2 0030 295 28. 2.3 2098.3

1 0755 96 564. 51.8 2103.2 * 1 1615 196 29. 2.5 2098.3 * 2 0035 296 28. 2.3 2098.3

1 0800 97 544. 48.2 2103.0 * 1 1620 197 29. 2.5 2098.3 * 2 0040 297 28. 2.3 2098.3

1 0805 98 524. 44.7 2102.8 * 1 1625 198 29. 2.5 2098.3 * 2 0045 298 28. 2.3 2098.3

1 0810 99 505. 41.4 2102.6 * 1 1630 199 29. 2.5 2098.3 * 2 0050 299 28. 2.3 2098.3

1 0815 100 481. 38.2 2102.4 * 1 1635 200 29. 2.5 2098.3 * 2 0055 300 28. 2.3 2098.3

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1333. 5.25 878. 259. 249. 249.

(INCHES) 1.082 1.275 1.275 1.275

(AC-FT) 436. 513. 514. 514.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

204. 5.25 114. 32. 31. 31.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2110.89 5.25 2106.39 2100.61 2100.51 2100.51

 

CUMULATIVE AREA = 7.55 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .86

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2097.9 * 1 0820 101 448. 34.3 2102.2 * 1 1640 201 29. 2.5 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 426. 31.5 2102.0 * 1 1645 202 29. 2.5 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 404. 28.8 2101.8 * 1 1650 203 29. 2.5 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 366. 26.4 2101.7 * 1 1655 204 29. 2.5 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 327. 24.2 2101.5 * 1 1700 205 29. 2.5 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 293. 22.3 2101.4 * 1 1705 206 29. 2.5 2098.3

1 0030 7 1. .1 2097.9 * 1 0850 107 263. 20.6 2101.2 * 1 1710 207 29. 2.5 2098.3

1 0035 8 2. .2 2097.9 * 1 0855 108 236. 19.1 2101.1 * 1 1715 208 29. 2.5 2098.3

1 0040 9 5. .4 2098.0 * 1 0900 109 212. 17.7 2101.0 * 1 1720 209 29. 2.5 2098.3

1 0045 10 9. .8 2098.0 * 1 0905 110 195. 16.5 2100.9 * 1 1725 210 29. 2.5 2098.3

1 0050 11 15. 1.3 2098.1 * 1 0910 111 182. 15.4 2100.7 * 1 1730 211 29. 2.4 2098.3

1 0055 12 22. 1.9 2098.2 * 1 0915 112 170. 14.4 2100.5 * 1 1735 212 29. 2.4 2098.3

1 0100 13 30. 2.5 2098.4 * 1 0920 113 159. 13.5 2100.3 * 1 1740 213 29. 2.4 2098.3

1 0105 14 37. 3.2 2098.5 * 1 0925 114 149. 12.7 2100.2 * 1 1745 214 29. 2.4 2098.3

1 0110 15 45. 3.8 2098.6 * 1 0930 115 140. 11.9 2100.0 * 1 1750 215 29. 2.4 2098.3

1 0115 16 52. 4.4 2098.7 * 1 0935 116 131. 11.1 2099.9 * 1 1755 216 29. 2.4 2098.3

1 0120 17 58. 4.9 2098.8 * 1 0940 117 123. 10.5 2099.8 * 1 1800 217 29. 2.4 2098.3

1 0125 18 64. 5.5 2098.9 * 1 0945 118 116. 9.9 2099.7 * 1 1805 218 29. 2.4 2098.3

1 0130 19 70. 6.0 2099.0 * 1 0950 119 109. 9.3 2099.6 * 1 1810 219 29. 2.4 2098.3

1 0135 20 77. 6.5 2099.1 * 1 0955 120 103. 8.8 2099.5 * 1 1815 220 29. 2.4 2098.3

1 0140 21 84. 7.2 2099.2 * 1 1000 121 97. 8.3 2099.4 * 1 1820 221 29. 2.4 2098.3

1 0145 22 93. 7.9 2099.3 * 1 1005 122 92. 7.8 2099.3 * 1 1825 222 29. 2.4 2098.3

1 0150 23 103. 8.8 2099.5 * 1 1010 123 87. 7.4 2099.2 * 1 1830 223 29. 2.4 2098.3

1 0155 24 115. 9.8 2099.7 * 1 1015 124 83. 7.0 2099.2 * 1 1835 224 29. 2.4 2098.3

1 0200 25 128. 10.9 2099.9 * 1 1020 125 79. 6.7 2099.1 * 1 1840 225 29. 2.4 2098.3

1 0205 26 142. 12.1 2100.1 * 1 1025 126 75. 6.4 2099.0 * 1 1845 226 29. 2.4 2098.3

1 0210 27 156. 13.3 2100.3 * 1 1030 127 71. 6.1 2099.0 * 1 1850 227 29. 2.4 2098.3

1 0215 28 170. 14.5 2100.5 * 1 1035 128 68. 5.8 2098.9 * 1 1855 228 29. 2.4 2098.3

1 0220 29 184. 15.7 2100.7 * 1 1040 129 65. 5.5 2098.9 * 1 1900 229 29. 2.4 2098.3

1 0225 30 198. 16.8 2100.9 * 1 1045 130 62. 5.3 2098.9 * 1 1905 230 28. 2.4 2098.3

1 0230 31 216. 17.9 2101.1 * 1 1050 131 60. 5.1 2098.8 * 1 1910 231 28. 2.4 2098.3

1 0235 32 234. 19.0 2101.1 * 1 1055 132 57. 4.9 2098.8 * 1 1915 232 28. 2.4 2098.3

1 0240 33 252. 20.0 2101.2 * 1 1100 133 55. 4.7 2098.7 * 1 1920 233 28. 2.4 2098.3

1 0245 34 267. 20.8 2101.3 * 1 1105 134 53. 4.5 2098.7 * 1 1925 234 28. 2.4 2098.3

1 0250 35 282. 21.6 2101.3 * 1 1110 135 51. 4.4 2098.7 * 1 1930 235 28. 2.4 2098.3

1 0255 36 296. 22.4 2101.4 * 1 1115 136 50. 4.2 2098.7 * 1 1935 236 28. 2.4 2098.3

1 0300 37 311. 23.3 2101.4 * 1 1120 137 48. 4.1 2098.6 * 1 1940 237 28. 2.4 2098.3

1 0305 38 328. 24.2 2101.5 * 1 1125 138 47. 4.0 2098.6 * 1 1945 238 28. 2.4 2098.3

1 0310 39 350. 25.5 2101.6 * 1 1130 139 45. 3.9 2098.6 * 1 1950 239 28. 2.4 2098.3

1 0315 40 383. 27.3 2101.7 * 1 1135 140 44. 3.8 2098.6 * 1 1955 240 28. 2.4 2098.3

1 0320 41 415. 30.2 2101.9 * 1 1140 141 43. 3.7 2098.6 * 1 2000 241 28. 2.4 2098.3

1 0325 42 454. 35.0 2102.2 * 1 1145 142 42. 3.6 2098.5 * 1 2005 242 28. 2.4 2098.3

1 0330 43 513. 42.8 2102.7 * 1 1150 143 41. 3.5 2098.5 * 1 2010 243 28. 2.4 2098.3

1 0335 44 580. 54.6 2103.4 * 1 1155 144 40. 3.4 2098.5 * 1 2015 244 28. 2.4 2098.3

1 0340 45 674. 70.5 2104.3 * 1 1200 145 39. 3.3 2098.5 * 1 2020 245 28. 2.4 2098.3

1 0345 46 781. 89.2 2105.3 * 1 1205 146 39. 3.3 2098.5 * 1 2025 246 28. 2.4 2098.3

1 0350 47 889. 109.1 2106.3 * 1 1210 147 38. 3.2 2098.5 * 1 2030 247 28. 2.4 2098.3

1 0355 48 989. 128.3 2107.3 * 1 1215 148 37. 3.2 2098.5 * 1 2035 248 28. 2.4 2098.3

1 0400 49 1071. 145.7 2108.1 * 1 1220 149 37. 3.1 2098.5 * 1 2040 249 28. 2.4 2098.3

1 0405 50 1138. 160.6 2108.8 * 1 1225 150 36. 3.1 2098.5 * 1 2045 250 28. 2.4 2098.3

1 0410 51 1191. 172.5 2109.4 * 1 1230 151 36. 3.0 2098.4 * 1 2050 251 28. 2.4 2098.3

1 0415 52 1231. 181.6 2109.8 * 1 1235 152 35. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3

1 0420 53 1261. 188.0 2110.1 * 1 1240 153 35. 2.9 2098.4 * 1 2100 253 28. 2.4 2098.3

1 0425 54 1280. 192.2 2110.3 * 1 1245 154 34. 2.9 2098.4 * 1 2105 254 28. 2.4 2098.3

1 0430 55 1291. 194.6 2110.4 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3

1 0435 56 1296. 195.7 2110.5 * 1 1255 156 33. 2.8 2098.4 * 1 2115 256 28. 2.4 2098.3

1 0440 57 1297. 196.1 2110.5 * 1 1300 157 33. 2.8 2098.4 * 1 2120 257 28. 2.4 2098.3

1 0445 58 1298. 196.3 2110.5 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3

1 0450 59 1300. 196.7 2110.5 * 1 1310 159 33. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3

1 0455 60 1303. 197.4 2110.6 * 1 1315 160 32. 2.7 2098.4 * 1 2135 260 28. 2.4 2098.3

1 0500 61 1308. 198.6 2110.6 * 1 1320 161 32. 2.7 2098.4 * 1 2140 261 28. 2.4 2098.3

1 0505 62 1314. 199.9 2110.7 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3

1 0510 63 1318. 201.0 2110.7 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3

1 0515 64 1320. 201.5 2110.8 * 1 1335 164 32. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3

1 0520 65 1319. 201.1 2110.7 * 1 1340 165 31. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3

1 0525 66 1313. 199.7 2110.7 * 1 1345 166 31. 2.6 2098.4 * 1 2205 266 28. 2.4 2098.3

1 0530 67 1303. 197.4 2110.6 * 1 1350 167 31. 2.6 2098.4 * 1 2210 267 28. 2.4 2098.3

1 0535 68 1289. 194.1 2110.4 * 1 1355 168 31. 2.6 2098.4 * 1 2215 268 28. 2.4 2098.3

1 0540 69 1270. 190.2 2110.2 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3

1 0545 70 1250. 185.6 2110.0 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3

1 0550 71 1227. 180.5 2109.8 * 1 1410 171 31. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3

1 0555 72 1202. 175.1 2109.5 * 1 1415 172 30. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3

1 0600 73 1177. 169.5 2109.3 * 1 1420 173 30. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3

1 0605 74 1152. 163.7 2109.0 * 1 1425 174 30. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3

1 0610 75 1126. 157.8 2108.7 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3

1 0615 76 1100. 151.9 2108.4 * 1 1435 176 30. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3

1 0620 77 1072. 146.0 2108.1 * 1 1440 177 30. 2.5 2098.4 * 1 2300 277 28. 2.4 2098.3

1 0625 78 1044. 140.0 2107.9 * 1 1445 178 30. 2.5 2098.4 * 1 2305 278 28. 2.4 2098.3

1 0630 79 1017. 134.1 2107.6 * 1 1450 179 30. 2.5 2098.4 * 1 2310 279 28. 2.4 2098.3

1 0635 80 988. 128.2 2107.3 * 1 1455 180 30. 2.5 2098.4 * 1 2315 280 28. 2.4 2098.3

1 0640 81 958. 122.3 2107.0 * 1 1500 181 30. 2.5 2098.4 * 1 2320 281 28. 2.4 2098.3

1 0645 82 928. 116.6 2106.7 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.4 2098.3

1 0650 83 899. 110.9 2106.4 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.4 2098.3

1 0655 84 869. 105.4 2106.1 * 1 1515 184 30. 2.5 2098.4 * 1 2335 284 28. 2.4 2098.3

1 0700 85 840. 99.9 2105.8 * 1 1520 185 30. 2.5 2098.4 * 1 2340 285 28. 2.3 2098.3

1 0705 86 812. 94.6 2105.6 * 1 1525 186 30. 2.5 2098.4 * 1 2345 286 28. 2.3 2098.3

1 0710 87 783. 89.5 2105.3 * 1 1530 187 29. 2.5 2098.4 * 1 2350 287 28. 2.3 2098.3

1 0715 88 755. 84.5 2105.0 * 1 1535 188 29. 2.5 2098.4 * 1 2355 288 28. 2.3 2098.3

1 0720 89 727. 79.7 2104.8 * 1 1540 189 29. 2.5 2098.4 * 2 0000 289 28. 2.3 2098.3

1 0725 90 701. 75.1 2104.5 * 1 1545 190 29. 2.5 2098.4 * 2 0005 290 28. 2.3 2098.3

1 0730 91 674. 70.6 2104.3 * 1 1550 191 29. 2.5 2098.3 * 2 0010 291 28. 2.3 2098.3

1 0735 92 649. 66.3 2104.0 * 1 1555 192 29. 2.5 2098.3 * 2 0015 292 28. 2.3 2098.3

1 0740 93 624. 62.1 2103.8 * 1 1600 193 29. 2.5 2098.3 * 2 0020 293 28. 2.3 2098.3

1 0745 94 601. 58.2 2103.6 * 1 1605 194 29. 2.5 2098.3 * 2 0025 294 28. 2.3 2098.3

1 0750 95 579. 54.3 2103.4 * 1 1610 195 29. 2.5 2098.3 * 2 0030 295 28. 2.3 2098.3

1 0755 96 557. 50.6 2103.1 * 1 1615 196 29. 2.5 2098.3 * 2 0035 296 27. 2.3 2098.3

1 0800 97 537. 47.1 2102.9 * 1 1620 197 29. 2.5 2098.3 * 2 0040 297 27. 2.3 2098.3

1 0805 98 517. 43.7 2102.7 * 1 1625 198 29. 2.5 2098.3 * 2 0045 298 27. 2.3 2098.3

1 0810 99 498. 40.4 2102.5 * 1 1630 199 29. 2.5 2098.3 * 2 0050 299 27. 2.3 2098.3

1 0815 100 472. 37.2 2102.3 * 1 1635 200 29. 2.5 2098.3 * 2 0055 300 27. 2.3 2098.3

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1320. 5.25 869. 256. 246. 246.

(INCHES) 1.070 1.260 1.260 1.260

(AC-FT) 431. 507. 508. 508.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

201. 5.25 113. 31. 30. 30.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2110.75 5.25 2106.30 2100.58 2100.48 2100.48

 

CUMULATIVE AREA = 7.55 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .85

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2097.9 * 1 0820 101 442. 33.5 2102.1 * 1 1640 201 29. 2.5 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 420. 30.7 2101.9 * 1 1645 202 29. 2.5 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 397. 28.1 2101.8 * 1 1650 203 29. 2.5 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 354. 25.7 2101.6 * 1 1655 204 29. 2.5 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 317. 23.6 2101.5 * 1 1700 205 29. 2.4 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 284. 21.8 2101.3 * 1 1705 206 29. 2.4 2098.3

1 0030 7 1. .0 2097.9 * 1 0850 107 254. 20.1 2101.2 * 1 1710 207 29. 2.4 2098.3

1 0035 8 2. .2 2097.9 * 1 0855 108 229. 18.7 2101.1 * 1 1715 208 29. 2.4 2098.3

1 0040 9 4. .4 2098.0 * 1 0900 109 206. 17.4 2101.0 * 1 1720 209 29. 2.4 2098.3

1 0045 10 9. .7 2098.0 * 1 0905 110 191. 16.2 2100.8 * 1 1725 210 29. 2.4 2098.3

1 0050 11 14. 1.2 2098.1 * 1 0910 111 178. 15.1 2100.6 * 1 1730 211 29. 2.4 2098.3

1 0055 12 21. 1.8 2098.2 * 1 0915 112 167. 14.2 2100.5 * 1 1735 212 29. 2.4 2098.3

1 0100 13 29. 2.4 2098.3 * 1 0920 113 156. 13.3 2100.3 * 1 1740 213 29. 2.4 2098.3

1 0105 14 36. 3.1 2098.5 * 1 0925 114 146. 12.4 2100.1 * 1 1745 214 29. 2.4 2098.3

1 0110 15 43. 3.7 2098.6 * 1 0930 115 137. 11.7 2100.0 * 1 1750 215 29. 2.4 2098.3

1 0115 16 50. 4.3 2098.7 * 1 0935 116 129. 10.9 2099.9 * 1 1755 216 29. 2.4 2098.3

1 0120 17 56. 4.8 2098.8 * 1 0940 117 121. 10.3 2099.8 * 1 1800 217 29. 2.4 2098.3

1 0125 18 62. 5.3 2098.9 * 1 0945 118 114. 9.7 2099.6 * 1 1805 218 29. 2.4 2098.3

1 0130 19 68. 5.8 2098.9 * 1 0950 119 107. 9.1 2099.5 * 1 1810 219 29. 2.4 2098.3

1 0135 20 75. 6.3 2099.0 * 1 0955 120 101. 8.6 2099.5 * 1 1815 220 29. 2.4 2098.3

1 0140 21 82. 7.0 2099.2 * 1 1000 121 96. 8.1 2099.4 * 1 1820 221 29. 2.4 2098.3

1 0145 22 91. 7.7 2099.3 * 1 1005 122 91. 7.7 2099.3 * 1 1825 222 29. 2.4 2098.3

1 0150 23 101. 8.6 2099.4 * 1 1010 123 86. 7.3 2099.2 * 1 1830 223 28. 2.4 2098.3

1 0155 24 112. 9.5 2099.6 * 1 1015 124 82. 6.9 2099.2 * 1 1835 224 28. 2.4 2098.3

1 0200 25 125. 10.6 2099.8 * 1 1020 125 77. 6.6 2099.1 * 1 1840 225 28. 2.4 2098.3

1 0205 26 139. 11.8 2100.0 * 1 1025 126 74. 6.3 2099.0 * 1 1845 226 28. 2.4 2098.3

1 0210 27 153. 13.0 2100.2 * 1 1030 127 70. 6.0 2099.0 * 1 1850 227 28. 2.4 2098.3

1 0215 28 167. 14.2 2100.5 * 1 1035 128 67. 5.7 2098.9 * 1 1855 228 28. 2.4 2098.3

1 0220 29 180. 15.3 2100.7 * 1 1040 129 64. 5.5 2098.9 * 1 1900 229 28. 2.4 2098.3

1 0225 30 194. 16.5 2100.9 * 1 1045 130 62. 5.2 2098.8 * 1 1905 230 28. 2.4 2098.3

1 0230 31 210. 17.6 2101.0 * 1 1050 131 59. 5.0 2098.8 * 1 1910 231 28. 2.4 2098.3

1 0235 32 228. 18.6 2101.1 * 1 1055 132 57. 4.8 2098.8 * 1 1915 232 28. 2.4 2098.3

1 0240 33 246. 19.6 2101.2 * 1 1100 133 55. 4.6 2098.7 * 1 1920 233 28. 2.4 2098.3

1 0245 34 261. 20.5 2101.2 * 1 1105 134 53. 4.5 2098.7 * 1 1925 234 28. 2.4 2098.3

1 0250 35 276. 21.3 2101.3 * 1 1110 135 51. 4.3 2098.7 * 1 1930 235 28. 2.4 2098.3

1 0255 36 290. 22.1 2101.4 * 1 1115 136 49. 4.2 2098.7 * 1 1935 236 28. 2.4 2098.3

1 0300 37 305. 22.9 2101.4 * 1 1120 137 48. 4.1 2098.6 * 1 1940 237 28. 2.4 2098.3

1 0305 38 322. 23.9 2101.5 * 1 1125 138 46. 3.9 2098.6 * 1 1945 238 28. 2.4 2098.3

1 0310 39 344. 25.2 2101.6 * 1 1130 139 45. 3.8 2098.6 * 1 1950 239 28. 2.4 2098.3

1 0315 40 376. 26.9 2101.7 * 1 1135 140 44. 3.7 2098.6 * 1 1955 240 28. 2.4 2098.3

1 0320 41 412. 29.8 2101.9 * 1 1140 141 43. 3.6 2098.6 * 1 2000 241 28. 2.4 2098.3

1 0325 42 450. 34.5 2102.2 * 1 1145 142 42. 3.5 2098.5 * 1 2005 242 28. 2.4 2098.3

1 0330 43 509. 42.2 2102.6 * 1 1150 143 41. 3.5 2098.5 * 1 2010 243 28. 2.4 2098.3

1 0335 44 576. 53.8 2103.3 * 1 1155 144 40. 3.4 2098.5 * 1 2015 244 28. 2.4 2098.3

1 0340 45 667. 69.4 2104.2 * 1 1200 145 39. 3.3 2098.5 * 1 2020 245 28. 2.4 2098.3

1 0345 46 774. 87.9 2105.2 * 1 1205 146 38. 3.2 2098.5 * 1 2025 246 28. 2.4 2098.3

1 0350 47 881. 107.5 2106.2 * 1 1210 147 38. 3.2 2098.5 * 1 2030 247 28. 2.4 2098.3

1 0355 48 980. 126.6 2107.2 * 1 1215 148 37. 3.1 2098.5 * 1 2035 248 28. 2.4 2098.3

1 0400 49 1062. 143.8 2108.0 * 1 1220 149 36. 3.1 2098.5 * 1 2040 249 28. 2.4 2098.3

1 0405 50 1129. 158.5 2108.7 * 1 1225 150 36. 3.0 2098.4 * 1 2045 250 28. 2.4 2098.3

1 0410 51 1181. 170.3 2109.3 * 1 1230 151 35. 3.0 2098.4 * 1 2050 251 28. 2.4 2098.3

1 0415 52 1221. 179.3 2109.7 * 1 1235 152 35. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3

1 0420 53 1250. 185.7 2110.0 * 1 1240 153 34. 2.9 2098.4 * 1 2100 253 28. 2.4 2098.3

1 0425 54 1269. 189.8 2110.2 * 1 1245 154 34. 2.9 2098.4 * 1 2105 254 28. 2.4 2098.3

1 0430 55 1280. 192.2 2110.3 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3

1 0435 56 1285. 193.3 2110.4 * 1 1255 156 33. 2.8 2098.4 * 1 2115 256 28. 2.4 2098.3

1 0440 57 1286. 193.7 2110.4 * 1 1300 157 33. 2.8 2098.4 * 1 2120 257 28. 2.4 2098.3

1 0445 58 1287. 193.9 2110.4 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3

1 0450 59 1289. 194.2 2110.4 * 1 1310 159 32. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3

1 0455 60 1292. 195.0 2110.5 * 1 1315 160 32. 2.7 2098.4 * 1 2135 260 28. 2.4 2098.3

1 0500 61 1298. 196.1 2110.5 * 1 1320 161 32. 2.7 2098.4 * 1 2140 261 28. 2.4 2098.3

1 0505 62 1303. 197.4 2110.6 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3

1 0510 63 1308. 198.5 2110.6 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3

1 0515 64 1310. 198.9 2110.6 * 1 1335 164 31. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3

1 0520 65 1308. 198.6 2110.6 * 1 1340 165 31. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3

1 0525 66 1302. 197.2 2110.6 * 1 1345 166 31. 2.6 2098.4 * 1 2205 266 28. 2.4 2098.3

1 0530 67 1292. 194.9 2110.4 * 1 1350 167 31. 2.6 2098.4 * 1 2210 267 28. 2.4 2098.3

1 0535 68 1277. 191.7 2110.3 * 1 1355 168 31. 2.6 2098.4 * 1 2215 268 28. 2.4 2098.3

1 0540 69 1259. 187.7 2110.1 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3

1 0545 70 1239. 183.2 2109.9 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3

1 0550 71 1216. 178.2 2109.7 * 1 1410 171 30. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3

1 0555 72 1192. 172.8 2109.4 * 1 1415 172 30. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3

1 0600 73 1167. 167.2 2109.2 * 1 1420 173 30. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3

1 0605 74 1142. 161.5 2108.9 * 1 1425 174 30. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3

1 0610 75 1116. 155.7 2108.6 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3

1 0615 76 1090. 149.8 2108.3 * 1 1435 176 30. 2.5 2098.4 * 1 2255 276 28. 2.4 2098.3

1 0620 77 1062. 143.9 2108.0 * 1 1440 177 30. 2.5 2098.4 * 1 2300 277 28. 2.3 2098.3

1 0625 78 1035. 138.1 2107.8 * 1 1445 178 30. 2.5 2098.4 * 1 2305 278 28. 2.3 2098.3

1 0630 79 1008. 132.2 2107.5 * 1 1450 179 30. 2.5 2098.4 * 1 2310 279 28. 2.3 2098.3

1 0635 80 978. 126.3 2107.2 * 1 1455 180 30. 2.5 2098.4 * 1 2315 280 28. 2.3 2098.3

1 0640 81 949. 120.5 2106.9 * 1 1500 181 30. 2.5 2098.4 * 1 2320 281 28. 2.3 2098.3

1 0645 82 920. 114.8 2106.6 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.3 2098.3

1 0650 83 890. 109.2 2106.3 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.3 2098.3

1 0655 84 861. 103.7 2106.0 * 1 1515 184 29. 2.5 2098.4 * 1 2335 284 28. 2.3 2098.3

1 0700 85 832. 98.4 2105.8 * 1 1520 185 29. 2.5 2098.4 * 1 2340 285 28. 2.3 2098.3

1 0705 86 804. 93.1 2105.5 * 1 1525 186 29. 2.5 2098.4 * 1 2345 286 28. 2.3 2098.3

1 0710 87 775. 88.1 2105.2 * 1 1530 187 29. 2.5 2098.3 * 1 2350 287 28. 2.3 2098.3

1 0715 88 747. 83.1 2105.0 * 1 1535 188 29. 2.5 2098.3 * 1 2355 288 27. 2.3 2098.3

1 0720 89 720. 78.4 2104.7 * 1 1540 189 29. 2.5 2098.3 * 2 0000 289 27. 2.3 2098.3

1 0725 90 693. 73.8 2104.4 * 1 1545 190 29. 2.5 2098.3 * 2 0005 290 27. 2.3 2098.3

1 0730 91 667. 69.4 2104.2 * 1 1550 191 29. 2.5 2098.3 * 2 0010 291 27. 2.3 2098.3

1 0735 92 642. 65.1 2104.0 * 1 1555 192 29. 2.5 2098.3 * 2 0015 292 27. 2.3 2098.3

1 0740 93 618. 61.0 2103.7 * 1 1600 193 29. 2.5 2098.3 * 2 0020 293 27. 2.3 2098.3

1 0745 94 594. 57.0 2103.5 * 1 1605 194 29. 2.5 2098.3 * 2 0025 294 27. 2.3 2098.3

1 0750 95 573. 53.3 2103.3 * 1 1610 195 29. 2.5 2098.3 * 2 0030 295 27. 2.3 2098.3

1 0755 96 552. 49.6 2103.1 * 1 1615 196 29. 2.5 2098.3 * 2 0035 296 27. 2.3 2098.3

1 0800 97 531. 46.1 2102.9 * 1 1620 197 29. 2.5 2098.3 * 2 0040 297 27. 2.3 2098.3

1 0805 98 512. 42.7 2102.7 * 1 1625 198 29. 2.5 2098.3 * 2 0045 298 27. 2.3 2098.3

1 0810 99 491. 39.5 2102.5 * 1 1630 199 29. 2.5 2098.3 * 2 0050 299 27. 2.3 2098.3

1 0815 100 466. 36.4 2102.3 * 1 1635 200 29. 2.5 2098.3 * 2 0055 300 27. 2.3 2098.3

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1310. 5.25 860. 253. 244. 244.

(INCHES) 1.059 1.246 1.247 1.247

(AC-FT) 427. 502. 502. 502.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

199. 5.25 111. 31. 30. 30.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2110.64 5.25 2106.22 2100.55 2100.46 2100.46

 

CUMULATIVE AREA = 7.55 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1716 KK * RAINBWDB *

* *

**************

 

1731 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1732 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC .00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

1733 SV STORAGE .0 2.6 5.3 8.2 11.2 14.3 17.6 21.0 24.6 28.8

34.5 40.6 47.2 54.3 62.0 70.2 79.2 88.8 99.0 101.8

 

1735 SE ELEVATION 2353.90 2357.00 2359.00 2361.00 2363.00 2365.00 2367.00 2369.00 2371.00 2373.00

2375.00 2377.00 2379.00 2381.00 2383.00 2385.00 2387.00 2389.00 2390.00 2391.50

 

1737 SQ DISCHARGE 0. 24. 33. 40. 47. 52. 57. 62. 66. 70.

73. 77. 80. 84. 87. 90. 93. 96. 98. 3000.

 

***

 

*** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 98. TO 3000.

THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS.

THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.)

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .88

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 71. 30.6 2373.6 * 1 1640 201 8. .9 2354.9

1 0005 2 0. .0 2353.9 * 1 0825 102 71. 30.1 2373.5 * 1 1645 202 7. .8 2354.9

1 0010 3 0. .0 2353.9 * 1 0830 103 70. 29.6 2373.3 * 1 1650 203 7. .8 2354.8

1 0015 4 0. .0 2353.9 * 1 0835 104 70. 29.2 2373.1 * 1 1655 204 7. .7 2354.8

1 0020 5 0. .0 2353.9 * 1 0840 105 70. 28.7 2372.9 * 1 1700 205 6. .7 2354.7

1 0025 6 0. .0 2353.9 * 1 0845 106 69. 28.2 2372.7 * 1 1705 206 6. .6 2354.7

1 0030 7 0. .0 2354.0 * 1 0850 107 69. 27.7 2372.5 * 1 1710 207 5. .6 2354.6

1 0035 8 1. .1 2354.0 * 1 0855 108 68. 27.3 2372.3 * 1 1715 208 5. .6 2354.6

1 0040 9 2. .2 2354.2 * 1 0900 109 68. 26.8 2372.0 * 1 1720 209 5. .5 2354.5

1 0045 10 3. .4 2354.3 * 1 0905 110 67. 26.3 2371.8 * 1 1725 210 5. .5 2354.5

1 0050 11 5. .5 2354.5 * 1 0910 111 67. 25.9 2371.6 * 1 1730 211 4. .5 2354.5

1 0055 12 6. .6 2354.6 * 1 0915 112 66. 25.4 2371.4 * 1 1735 212 4. .4 2354.4

1 0100 13 6. .7 2354.7 * 1 0920 113 66. 24.9 2371.2 * 1 1740 213 4. .4 2354.4

1 0105 14 7. .8 2354.8 * 1 0925 114 66. 24.5 2370.9 * 1 1745 214 4. .4 2354.4

1 0110 15 8. .8 2354.9 * 1 0930 115 65. 24.0 2370.7 * 1 1750 215 3. .4 2354.3

1 0115 16 8. .9 2355.0 * 1 0935 116 65. 23.6 2370.4 * 1 1755 216 3. .3 2354.3

1 0120 17 9. .9 2355.0 * 1 0940 117 64. 23.2 2370.2 * 1 1800 217 3. .3 2354.3

1 0125 18 9. 1.0 2355.1 * 1 0945 118 63. 22.7 2369.9 * 1 1805 218 3. .3 2354.3

1 0130 19 10. 1.1 2355.2 * 1 0950 119 63. 22.3 2369.7 * 1 1810 219 3. .3 2354.2

1 0135 20 11. 1.2 2355.3 * 1 0955 120 62. 21.8 2369.4 * 1 1815 220 2. .3 2354.2

1 0140 21 12. 1.3 2355.5 * 1 1000 121 62. 21.4 2369.2 * 1 1820 221 2. .2 2354.2

1 0145 22 14. 1.5 2355.7 * 1 1005 122 61. 21.0 2369.0 * 1 1825 222 2. .2 2354.2

1 0150 23 16. 1.7 2355.9 * 1 1010 123 61. 20.6 2368.7 * 1 1830 223 2. .2 2354.2

1 0155 24 17. 1.9 2356.2 * 1 1015 124 60. 20.2 2368.5 * 1 1835 224 2. .2 2354.1

1 0200 25 19. 2.1 2356.4 * 1 1020 125 60. 19.7 2368.2 * 1 1840 225 2. .2 2354.1

1 0205 26 21. 2.3 2356.6 * 1 1025 126 59. 19.3 2368.0 * 1 1845 226 2. .2 2354.1

1 0210 27 22. 2.4 2356.8 * 1 1030 127 59. 18.9 2367.8 * 1 1850 227 2. .2 2354.1

1 0215 28 24. 2.6 2357.0 * 1 1035 128 58. 18.5 2367.5 * 1 1855 228 1. .2 2354.1

1 0220 29 24. 2.8 2357.1 * 1 1040 129 58. 18.1 2367.3 * 1 1900 229 1. .1 2354.1

1 0225 30 25. 2.9 2357.2 * 1 1045 130 57. 17.7 2367.1 * 1 1905 230 1. .1 2354.1

1 0230 31 25. 3.1 2357.4 * 1 1050 131 57. 17.3 2366.8 * 1 1910 231 1. .1 2354.1

1 0235 32 26. 3.3 2357.5 * 1 1055 132 56. 16.9 2366.6 * 1 1915 232 1. .1 2354.0

1 0240 33 27. 3.4 2357.6 * 1 1100 133 55. 16.6 2366.4 * 1 1920 233 1. .1 2354.0

1 0245 34 27. 3.6 2357.7 * 1 1105 134 55. 16.2 2366.1 * 1 1925 234 1. .1 2354.0

1 0250 35 28. 3.7 2357.8 * 1 1110 135 54. 15.8 2365.9 * 1 1930 235 1. .1 2354.0

1 0255 36 28. 3.9 2358.0 * 1 1115 136 54. 15.4 2365.7 * 1 1935 236 1. .1 2354.0

1 0300 37 29. 4.1 2358.1 * 1 1120 137 53. 15.1 2365.5 * 1 1940 237 1. .1 2354.0

1 0305 38 30. 4.4 2358.4 * 1 1125 138 53. 14.7 2365.2 * 1 1945 238 1. .1 2354.0

1 0310 39 31. 4.8 2358.6 * 1 1130 139 52. 14.3 2365.0 * 1 1950 239 1. .1 2354.0

1 0315 40 33. 5.4 2359.1 * 1 1135 140 52. 14.0 2364.8 * 1 1955 240 1. .1 2354.0

1 0320 41 36. 6.3 2359.7 * 1 1140 141 51. 13.6 2364.6 * 1 2000 241 1. .1 2354.0

1 0325 42 39. 7.5 2360.5 * 1 1145 142 50. 13.3 2364.3 * 1 2005 242 1. .1 2354.0

1 0330 43 43. 9.4 2361.8 * 1 1150 143 50. 12.9 2364.1 * 1 2010 243 1. .1 2354.0

1 0335 44 48. 12.1 2363.6 * 1 1155 144 49. 12.6 2363.9 * 1 2015 244 1. .1 2354.0

1 0340 45 54. 15.9 2365.9 * 1 1200 145 49. 12.3 2363.7 * 1 2020 245 0. .1 2354.0

1 0345 46 60. 20.2 2368.5 * 1 1205 146 48. 11.9 2363.5 * 1 2025 246 0. .1 2354.0

1 0350 47 66. 24.5 2370.9 * 1 1210 147 47. 11.6 2363.3 * 1 2030 247 0. .0 2354.0

1 0355 48 69. 28.3 2372.8 * 1 1215 148 47. 11.3 2363.1 * 1 2035 248 0. .0 2354.0

1 0400 49 72. 31.6 2374.0 * 1 1220 149 46. 11.0 2362.9 * 1 2040 249 0. .0 2354.0

1 0405 50 73. 34.1 2374.9 * 1 1225 150 46. 10.6 2362.6 * 1 2045 250 0. .0 2353.9

1 0410 51 74. 36.1 2375.5 * 1 1230 151 45. 10.3 2362.4 * 1 2050 251 0. .0 2353.9

1 0415 52 75. 37.5 2376.0 * 1 1235 152 44. 10.0 2362.2 * 1 2055 252 0. .0 2353.9

1 0420 53 76. 38.5 2376.3 * 1 1240 153 44. 9.7 2362.0 * 1 2100 253 0. .0 2353.9

1 0425 54 76. 39.2 2376.5 * 1 1245 154 43. 9.4 2361.8 * 1 2105 254 0. .0 2353.9

1 0430 55 77. 39.7 2376.7 * 1 1250 155 42. 9.1 2361.6 * 1 2110 255 0. .0 2353.9

1 0435 56 77. 40.2 2376.9 * 1 1255 156 42. 8.8 2361.4 * 1 2115 256 0. .0 2353.9

1 0440 57 77. 40.7 2377.0 * 1 1300 157 41. 8.5 2361.3 * 1 2120 257 0. .0 2353.9

1 0445 58 77. 41.3 2377.2 * 1 1305 158 41. 8.3 2361.1 * 1 2125 258 0. .0 2353.9

1 0450 59 78. 42.0 2377.4 * 1 1310 159 40. 8.0 2360.9 * 1 2130 259 0. .0 2353.9

1 0455 60 78. 42.8 2377.7 * 1 1315 160 39. 7.7 2360.7 * 1 2135 260 0. .0 2353.9

1 0500 61 79. 43.7 2377.9 * 1 1320 161 39. 7.4 2360.5 * 1 2140 261 0. .0 2353.9

1 0505 62 79. 44.5 2378.2 * 1 1325 162 38. 7.2 2360.3 * 1 2145 262 0. .0 2353.9

1 0510 63 79. 45.1 2378.4 * 1 1330 163 37. 6.9 2360.1 * 1 2150 263 0. .0 2353.9

1 0515 64 80. 45.6 2378.5 * 1 1335 164 37. 6.7 2360.0 * 1 2155 264 0. .0 2353.9

1 0520 65 80. 45.9 2378.6 * 1 1340 165 36. 6.4 2359.8 * 1 2200 265 0. .0 2353.9

1 0525 66 80. 46.0 2378.6 * 1 1345 166 35. 6.2 2359.6 * 1 2205 266 0. .0 2353.9

1 0530 67 80. 46.0 2378.6 * 1 1350 167 35. 5.9 2359.4 * 1 2210 267 0. .0 2353.9

1 0535 68 80. 45.9 2378.6 * 1 1355 168 34. 5.7 2359.3 * 1 2215 268 0. .0 2353.9

1 0540 69 80. 45.7 2378.5 * 1 1400 169 34. 5.5 2359.1 * 1 2220 269 0. .0 2353.9

1 0545 70 80. 45.4 2378.5 * 1 1405 170 33. 5.2 2358.9 * 1 2225 270 0. .0 2353.9

1 0550 71 79. 45.1 2378.4 * 1 1410 171 32. 5.0 2358.8 * 1 2230 271 0. .0 2353.9

1 0555 72 79. 44.8 2378.3 * 1 1415 172 31. 4.8 2358.6 * 1 2235 272 0. .0 2353.9

1 0600 73 79. 44.4 2378.2 * 1 1420 173 31. 4.6 2358.5 * 1 2240 273 0. .0 2353.9

1 0605 74 79. 44.0 2378.0 * 1 1425 174 30. 4.4 2358.3 * 1 2245 274 0. .0 2353.9

1 0610 75 79. 43.6 2377.9 * 1 1430 175 29. 4.2 2358.2 * 1 2250 275 0. .0 2353.9

1 0615 76 78. 43.2 2377.8 * 1 1435 176 29. 4.0 2358.0 * 1 2255 276 0. .0 2353.9

1 0620 77 78. 42.7 2377.7 * 1 1440 177 28. 3.8 2357.9 * 1 2300 277 0. .0 2353.9

1 0625 78 78. 42.3 2377.5 * 1 1445 178 27. 3.6 2357.7 * 1 2305 278 0. .0 2353.9

1 0630 79 78. 41.8 2377.4 * 1 1450 179 27. 3.4 2357.6 * 1 2310 279 0. .0 2353.9

1 0635 80 77. 41.3 2377.2 * 1 1455 180 26. 3.2 2357.5 * 1 2315 280 0. .0 2353.9

1 0640 81 77. 40.8 2377.1 * 1 1500 181 25. 3.0 2357.3 * 1 2320 281 0. .0 2353.9

1 0645 82 77. 40.3 2376.9 * 1 1505 182 25. 2.9 2357.2 * 1 2325 282 0. .0 2353.9

1 0650 83 77. 39.7 2376.7 * 1 1510 183 24. 2.7 2357.1 * 1 2330 283 0. .0 2353.9

1 0655 84 76. 39.2 2376.6 * 1 1515 184 23. 2.5 2356.9 * 1 2335 284 0. .0 2353.9

1 0700 85 76. 38.7 2376.4 * 1 1520 185 22. 2.4 2356.7 * 1 2340 285 0. .0 2353.9

1 0705 86 76. 38.2 2376.2 * 1 1525 186 20. 2.2 2356.6 * 1 2345 286 0. .0 2353.9

1 0710 87 75. 37.7 2376.0 * 1 1530 187 19. 2.1 2356.4 * 1 2350 287 0. .0 2353.9

1 0715 88 75. 37.2 2375.9 * 1 1535 188 18. 2.0 2356.3 * 1 2355 288 0. .0 2353.9

1 0720 89 75. 36.6 2375.7 * 1 1540 189 17. 1.9 2356.1 * 2 0000 289 0. .0 2353.9

1 0725 90 74. 36.1 2375.5 * 1 1545 190 16. 1.7 2356.0 * 2 0005 290 0. .0 2353.9

1 0730 91 74. 35.6 2375.4 * 1 1550 191 15. 1.6 2355.8 * 2 0010 291 0. .0 2353.9

1 0735 92 74. 35.1 2375.2 * 1 1555 192 14. 1.5 2355.7 * 2 0015 292 0. .0 2353.9

1 0740 93 74. 34.6 2375.0 * 1 1600 193 13. 1.4 2355.6 * 2 0020 293 0. .0 2353.9

1 0745 94 73. 34.1 2374.9 * 1 1605 194 12. 1.4 2355.5 * 2 0025 294 0. .0 2353.9

1 0750 95 73. 33.6 2374.7 * 1 1610 195 12. 1.3 2355.4 * 2 0030 295 0. .0 2353.9

1 0755 96 73. 33.1 2374.5 * 1 1615 196 11. 1.2 2355.3 * 2 0035 296 0. .0 2353.9

1 0800 97 72. 32.6 2374.3 * 1 1620 197 10. 1.1 2355.2 * 2 0040 297 0. .0 2353.9

1 0805 98 72. 32.1 2374.2 * 1 1625 198 10. 1.1 2355.2 * 2 0045 298 0. .0 2353.9

1 0810 99 72. 31.6 2374.0 * 1 1630 199 9. 1.0 2355.1 * 2 0050 299 0. .0 2353.9

1 0815 100 71. 31.1 2373.8 * 1 1635 200 8. .9 2355.0 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 80. 5.42 74. 33. 32. 32.

(INCHES) .976 1.731 1.731 1.731

(AC-FT) 37. 65. 65. 65.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

46. 5.42 36. 12. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2378.65 5.42 2375.35 2361.90 2361.61 2361.61

 

CUMULATIVE AREA = .70 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .87

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 70. 29.7 2373.3 * 1 1640 201 7. .8 2354.8

1 0005 2 0. .0 2353.9 * 1 0825 102 70. 29.3 2373.2 * 1 1645 202 7. .7 2354.8

1 0010 3 0. .0 2353.9 * 1 0830 103 70. 28.8 2373.0 * 1 1650 203 6. .7 2354.7

1 0015 4 0. .0 2353.9 * 1 0835 104 69. 28.3 2372.8 * 1 1655 204 6. .6 2354.7

1 0020 5 0. .0 2353.9 * 1 0840 105 69. 27.8 2372.5 * 1 1700 205 6. .6 2354.6

1 0025 6 0. .0 2353.9 * 1 0845 106 68. 27.3 2372.3 * 1 1705 206 5. .6 2354.6

1 0030 7 0. .0 2354.0 * 1 0850 107 68. 26.9 2372.1 * 1 1710 207 5. .5 2354.5

1 0035 8 1. .1 2354.0 * 1 0855 108 67. 26.4 2371.9 * 1 1715 208 5. .5 2354.5

1 0040 9 2. .2 2354.2 * 1 0900 109 67. 25.9 2371.6 * 1 1720 209 4. .5 2354.5

1 0045 10 3. .3 2354.3 * 1 0905 110 67. 25.5 2371.4 * 1 1725 210 4. .4 2354.4

1 0050 11 4. .5 2354.5 * 1 0910 111 66. 25.0 2371.2 * 1 1730 211 4. .4 2354.4

1 0055 12 5. .6 2354.6 * 1 0915 112 66. 24.6 2371.0 * 1 1735 212 4. .4 2354.4

1 0100 13 6. .7 2354.7 * 1 0920 113 65. 24.1 2370.7 * 1 1740 213 3. .4 2354.3

1 0105 14 7. .7 2354.8 * 1 0925 114 65. 23.7 2370.5 * 1 1745 214 3. .3 2354.3

1 0110 15 7. .8 2354.9 * 1 0930 115 64. 23.2 2370.2 * 1 1750 215 3. .3 2354.3

1 0115 16 8. .9 2354.9 * 1 0935 116 64. 22.8 2370.0 * 1 1755 216 3. .3 2354.3

1 0120 17 8. .9 2355.0 * 1 0940 117 63. 22.4 2369.7 * 1 1800 217 3. .3 2354.2

1 0125 18 9. 1.0 2355.0 * 1 0945 118 63. 21.9 2369.5 * 1 1805 218 2. .3 2354.2

1 0130 19 9. 1.0 2355.1 * 1 0950 119 62. 21.5 2369.3 * 1 1810 219 2. .3 2354.2

1 0135 20 10. 1.1 2355.3 * 1 0955 120 62. 21.1 2369.0 * 1 1815 220 2. .2 2354.2

1 0140 21 12. 1.3 2355.4 * 1 1000 121 61. 20.6 2368.8 * 1 1820 221 2. .2 2354.2

1 0145 22 13. 1.5 2355.6 * 1 1005 122 60. 20.2 2368.5 * 1 1825 222 2. .2 2354.1

1 0150 23 15. 1.6 2355.9 * 1 1010 123 60. 19.8 2368.3 * 1 1830 223 2. .2 2354.1

1 0155 24 17. 1.8 2356.1 * 1 1015 124 59. 19.4 2368.1 * 1 1835 224 2. .2 2354.1

1 0200 25 19. 2.0 2356.3 * 1 1020 125 59. 19.0 2367.8 * 1 1840 225 2. .2 2354.1

1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.6 2367.6 * 1 1845 226 1. .2 2354.1

1 0210 27 22. 2.4 2356.7 * 1 1030 127 58. 18.2 2367.3 * 1 1850 227 1. .2 2354.1

1 0215 28 23. 2.5 2356.9 * 1 1035 128 57. 17.8 2367.1 * 1 1855 228 1. .1 2354.1

1 0220 29 24. 2.7 2357.1 * 1 1040 129 57. 17.4 2366.9 * 1 1900 229 1. .1 2354.1

1 0225 30 25. 2.8 2357.2 * 1 1045 130 56. 17.0 2366.6 * 1 1905 230 1. .1 2354.0

1 0230 31 25. 3.0 2357.3 * 1 1050 131 56. 16.6 2366.4 * 1 1910 231 1. .1 2354.0

1 0235 32 26. 3.2 2357.4 * 1 1055 132 55. 16.3 2366.2 * 1 1915 232 1. .1 2354.0

1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.9 2366.0 * 1 1920 233 1. .1 2354.0

1 0245 34 27. 3.5 2357.6 * 1 1105 134 54. 15.5 2365.7 * 1 1925 234 1. .1 2354.0

1 0250 35 27. 3.6 2357.8 * 1 1110 135 53. 15.1 2365.5 * 1 1930 235 1. .1 2354.0

1 0255 36 28. 3.8 2357.9 * 1 1115 136 53. 14.8 2365.3 * 1 1935 236 1. .1 2354.0

1 0300 37 29. 4.0 2358.1 * 1 1120 137 52. 14.4 2365.1 * 1 1940 237 1. .1 2354.0

1 0305 38 30. 4.3 2358.3 * 1 1125 138 52. 14.0 2364.8 * 1 1945 238 1. .1 2354.0

1 0310 39 31. 4.7 2358.6 * 1 1130 139 51. 13.7 2364.6 * 1 1950 239 1. .1 2354.0

1 0315 40 33. 5.3 2359.0 * 1 1135 140 50. 13.3 2364.4 * 1 1955 240 1. .1 2354.0

1 0320 41 35. 6.1 2359.6 * 1 1140 141 50. 13.0 2364.2 * 1 2000 241 1. .1 2354.0

1 0325 42 38. 7.3 2360.4 * 1 1145 142 49. 12.7 2363.9 * 1 2005 242 1. .1 2354.0

1 0330 43 43. 9.2 2361.7 * 1 1150 143 49. 12.3 2363.7 * 1 2010 243 1. .1 2354.0

1 0335 44 48. 11.8 2363.4 * 1 1155 144 48. 12.0 2363.5 * 1 2015 244 0. .1 2354.0

1 0340 45 54. 15.5 2365.7 * 1 1200 145 47. 11.7 2363.3 * 1 2020 245 0. .0 2354.0

1 0345 46 60. 19.7 2368.2 * 1 1205 146 47. 11.3 2363.1 * 1 2025 246 0. .0 2354.0

1 0350 47 65. 24.0 2370.6 * 1 1210 147 46. 11.0 2362.9 * 1 2030 247 0. .0 2354.0

1 0355 48 69. 27.7 2372.5 * 1 1215 148 46. 10.7 2362.7 * 1 2035 248 0. .0 2353.9

1 0400 49 71. 30.9 2373.7 * 1 1220 149 45. 10.4 2362.5 * 1 2040 249 0. .0 2353.9

1 0405 50 73. 33.4 2374.6 * 1 1225 150 44. 10.1 2362.3 * 1 2045 250 0. .0 2353.9

1 0410 51 74. 35.3 2375.3 * 1 1230 151 44. 9.8 2362.1 * 1 2050 251 0. .0 2353.9

1 0415 52 75. 36.7 2375.7 * 1 1235 152 43. 9.5 2361.9 * 1 2055 252 0. .0 2353.9

1 0420 53 75. 37.7 2376.0 * 1 1240 153 43. 9.2 2361.7 * 1 2100 253 0. .0 2353.9

1 0425 54 76. 38.4 2376.3 * 1 1245 154 42. 8.9 2361.5 * 1 2105 254 0. .0 2353.9

1 0430 55 76. 38.9 2376.4 * 1 1250 155 41. 8.6 2361.3 * 1 2110 255 0. .0 2353.9

1 0435 56 76. 39.3 2376.6 * 1 1255 156 41. 8.3 2361.1 * 1 2115 256 0. .0 2353.9

1 0440 57 77. 39.8 2376.7 * 1 1300 157 40. 8.0 2360.9 * 1 2120 257 0. .0 2353.9

1 0445 58 77. 40.4 2376.9 * 1 1305 158 39. 7.8 2360.7 * 1 2125 258 0. .0 2353.9

1 0450 59 77. 41.1 2377.2 * 1 1310 159 39. 7.5 2360.5 * 1 2130 259 0. .0 2353.9

1 0455 60 78. 41.9 2377.4 * 1 1315 160 38. 7.2 2360.3 * 1 2135 260 0. .0 2353.9

1 0500 61 78. 42.7 2377.7 * 1 1320 161 37. 7.0 2360.2 * 1 2140 261 0. .0 2353.9

1 0505 62 79. 43.5 2377.9 * 1 1325 162 37. 6.7 2360.0 * 1 2145 262 0. .0 2353.9

1 0510 63 79. 44.2 2378.1 * 1 1330 163 36. 6.5 2359.8 * 1 2150 263 0. .0 2353.9

1 0515 64 79. 44.7 2378.2 * 1 1335 164 36. 6.2 2359.6 * 1 2155 264 0. .0 2353.9

1 0520 65 79. 45.0 2378.3 * 1 1340 165 35. 6.0 2359.5 * 1 2200 265 0. .0 2353.9

1 0525 66 79. 45.1 2378.4 * 1 1345 166 34. 5.7 2359.3 * 1 2205 266 0. .0 2353.9

1 0530 67 79. 45.0 2378.3 * 1 1350 167 34. 5.5 2359.1 * 1 2210 267 0. .0 2353.9

1 0535 68 79. 44.9 2378.3 * 1 1355 168 33. 5.3 2359.0 * 1 2215 268 0. .0 2353.9

1 0540 69 79. 44.7 2378.2 * 1 1400 169 32. 5.1 2358.8 * 1 2220 269 0. .0 2353.9

1 0545 70 79. 44.4 2378.2 * 1 1405 170 32. 4.8 2358.6 * 1 2225 270 0. .0 2353.9

1 0550 71 79. 44.1 2378.1 * 1 1410 171 31. 4.6 2358.5 * 1 2230 271 0. .0 2353.9

1 0555 72 79. 43.8 2378.0 * 1 1415 172 30. 4.4 2358.3 * 1 2235 272 0. .0 2353.9

1 0600 73 78. 43.4 2377.9 * 1 1420 173 29. 4.2 2358.2 * 1 2240 273 0. .0 2353.9

1 0605 74 78. 43.0 2377.7 * 1 1425 174 29. 4.0 2358.0 * 1 2245 274 0. .0 2353.9

1 0610 75 78. 42.6 2377.6 * 1 1430 175 28. 3.8 2357.9 * 1 2250 275 0. .0 2353.9

1 0615 76 78. 42.2 2377.5 * 1 1435 176 27. 3.6 2357.8 * 1 2255 276 0. .0 2353.9

1 0620 77 78. 41.8 2377.4 * 1 1440 177 27. 3.4 2357.6 * 1 2300 277 0. .0 2353.9

1 0625 78 77. 41.3 2377.2 * 1 1445 178 26. 3.3 2357.5 * 1 2305 278 0. .0 2353.9

1 0630 79 77. 40.8 2377.1 * 1 1450 179 25. 3.1 2357.3 * 1 2310 279 0. .0 2353.9

1 0635 80 77. 40.3 2376.9 * 1 1455 180 25. 2.9 2357.2 * 1 2315 280 0. .0 2353.9

1 0640 81 77. 39.8 2376.7 * 1 1500 181 24. 2.7 2357.1 * 1 2320 281 0. .0 2353.9

1 0645 82 76. 39.3 2376.6 * 1 1505 182 23. 2.6 2357.0 * 1 2325 282 0. .0 2353.9

1 0650 83 76. 38.8 2376.4 * 1 1510 183 22. 2.4 2356.8 * 1 2330 283 0. .0 2353.9

1 0655 84 76. 38.3 2376.2 * 1 1515 184 21. 2.3 2356.6 * 1 2335 284 0. .0 2353.9

1 0700 85 75. 37.8 2376.1 * 1 1520 185 19. 2.1 2356.4 * 1 2340 285 0. .0 2353.9

1 0705 86 75. 37.2 2375.9 * 1 1525 186 18. 2.0 2356.3 * 1 2345 286 0. .0 2353.9

1 0710 87 75. 36.7 2375.7 * 1 1530 187 17. 1.9 2356.1 * 1 2350 287 0. .0 2353.9

1 0715 88 74. 36.2 2375.6 * 1 1535 188 16. 1.8 2356.0 * 1 2355 288 0. .0 2353.9

1 0720 89 74. 35.7 2375.4 * 1 1540 189 15. 1.7 2355.9 * 2 0000 289 0. .0 2353.9

1 0725 90 74. 35.2 2375.2 * 1 1545 190 14. 1.6 2355.8 * 2 0005 290 0. .0 2353.9

1 0730 91 74. 34.7 2375.1 * 1 1550 191 13. 1.5 2355.6 * 2 0010 291 0. .0 2353.9

1 0735 92 73. 34.2 2374.9 * 1 1555 192 13. 1.4 2355.5 * 2 0015 292 0. .0 2353.9

1 0740 93 73. 33.7 2374.7 * 1 1600 193 12. 1.3 2355.4 * 2 0020 293 0. .0 2353.9

1 0745 94 73. 33.2 2374.5 * 1 1605 194 11. 1.2 2355.3 * 2 0025 294 0. .0 2353.9

1 0750 95 72. 32.7 2374.4 * 1 1610 195 10. 1.1 2355.3 * 2 0030 295 0. .0 2353.9

1 0755 96 72. 32.2 2374.2 * 1 1615 196 10. 1.1 2355.2 * 2 0035 296 0. .0 2353.9

1 0800 97 72. 31.7 2374.0 * 1 1620 197 9. 1.0 2355.1 * 2 0040 297 0. .0 2353.9

1 0805 98 71. 31.2 2373.8 * 1 1625 198 9. .9 2355.0 * 2 0045 298 0. .0 2353.9

1 0810 99 71. 30.7 2373.7 * 1 1630 199 8. .9 2355.0 * 2 0050 299 0. .0 2353.9

1 0815 100 71. 30.2 2373.5 * 1 1635 200 8. .8 2354.9 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 79. 5.42 73. 32. 31. 31.

(INCHES) .969 1.699 1.699 1.699

(AC-FT) 36. 64. 64. 64.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

45. 5.42 35. 12. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2378.35 5.42 2375.03 2361.71 2361.43 2361.43

 

CUMULATIVE AREA = .70 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .86

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 70. 29.0 2373.1 * 1 1640 201 6. .7 2354.7

1 0005 2 0. .0 2353.9 * 1 0825 102 69. 28.6 2372.9 * 1 1645 202 6. .7 2354.7

1 0010 3 0. .0 2353.9 * 1 0830 103 69. 28.1 2372.6 * 1 1650 203 6. .6 2354.6

1 0015 4 0. .0 2353.9 * 1 0835 104 69. 27.6 2372.4 * 1 1655 204 5. .6 2354.6

1 0020 5 0. .0 2353.9 * 1 0840 105 68. 27.1 2372.2 * 1 1700 205 5. .6 2354.6

1 0025 6 0. .0 2353.9 * 1 0845 106 68. 26.7 2372.0 * 1 1705 206 5. .5 2354.5

1 0030 7 0. .0 2354.0 * 1 0850 107 67. 26.2 2371.7 * 1 1710 207 4. .5 2354.5

1 0035 8 1. .1 2354.0 * 1 0855 108 67. 25.7 2371.5 * 1 1715 208 4. .5 2354.4

1 0040 9 2. .2 2354.2 * 1 0900 109 66. 25.3 2371.3 * 1 1720 209 4. .4 2354.4

1 0045 10 3. .3 2354.3 * 1 0905 110 66. 24.8 2371.1 * 1 1725 210 4. .4 2354.4

1 0050 11 4. .5 2354.4 * 1 0910 111 65. 24.4 2370.9 * 1 1730 211 3. .4 2354.4

1 0055 12 5. .6 2354.6 * 1 0915 112 65. 23.9 2370.6 * 1 1735 212 3. .4 2354.3

1 0100 13 6. .7 2354.7 * 1 0920 113 64. 23.5 2370.4 * 1 1740 213 3. .3 2354.3

1 0105 14 7. .7 2354.8 * 1 0925 114 64. 23.0 2370.1 * 1 1745 214 3. .3 2354.3

1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.6 2369.9 * 1 1750 215 3. .3 2354.3

1 0115 16 8. .8 2354.9 * 1 0935 116 63. 22.2 2369.6 * 1 1755 216 3. .3 2354.2

1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.7 2369.4 * 1 1800 217 2. .3 2354.2

1 0125 18 9. .9 2355.0 * 1 0945 118 62. 21.3 2369.1 * 1 1805 218 2. .2 2354.2

1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.9 2368.9 * 1 1810 219 2. .2 2354.2

1 0135 20 10. 1.1 2355.2 * 1 0955 120 61. 20.5 2368.7 * 1 1815 220 2. .2 2354.2

1 0140 21 11. 1.2 2355.4 * 1 1000 121 60. 20.0 2368.4 * 1 1820 221 2. .2 2354.1

1 0145 22 13. 1.4 2355.6 * 1 1005 122 60. 19.6 2368.2 * 1 1825 222 2. .2 2354.1

1 0150 23 15. 1.6 2355.8 * 1 1010 123 59. 19.2 2367.9 * 1 1830 223 2. .2 2354.1

1 0155 24 16. 1.8 2356.1 * 1 1015 124 59. 18.8 2367.7 * 1 1835 224 2. .2 2354.1

1 0200 25 18. 2.0 2356.3 * 1 1020 125 58. 18.4 2367.5 * 1 1840 225 1. .2 2354.1

1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.0 2367.2 * 1 1845 226 1. .1 2354.1

1 0210 27 21. 2.3 2356.7 * 1 1030 127 57. 17.6 2367.0 * 1 1850 227 1. .1 2354.1

1 0215 28 23. 2.5 2356.9 * 1 1035 128 56. 17.2 2366.8 * 1 1855 228 1. .1 2354.1

1 0220 29 24. 2.6 2357.0 * 1 1040 129 56. 16.8 2366.5 * 1 1900 229 1. .1 2354.0

1 0225 30 24. 2.8 2357.1 * 1 1045 130 55. 16.5 2366.3 * 1 1905 230 1. .1 2354.0

1 0230 31 25. 2.9 2357.2 * 1 1050 131 55. 16.1 2366.1 * 1 1910 231 1. .1 2354.0

1 0235 32 25. 3.1 2357.4 * 1 1055 132 54. 15.7 2365.8 * 1 1915 232 1. .1 2354.0

1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.3 2365.6 * 1 1920 233 1. .1 2354.0

1 0245 34 27. 3.4 2357.6 * 1 1105 134 53. 15.0 2365.4 * 1 1925 234 1. .1 2354.0

1 0250 35 27. 3.6 2357.7 * 1 1110 135 53. 14.6 2365.2 * 1 1930 235 1. .1 2354.0

1 0255 36 28. 3.7 2357.8 * 1 1115 136 52. 14.2 2365.0 * 1 1935 236 1. .1 2354.0

1 0300 37 28. 3.9 2358.0 * 1 1120 137 51. 13.9 2364.7 * 1 1940 237 1. .1 2354.0

1 0305 38 29. 4.2 2358.2 * 1 1125 138 51. 13.5 2364.5 * 1 1945 238 1. .1 2354.0

1 0310 39 31. 4.6 2358.5 * 1 1130 139 50. 13.2 2364.3 * 1 1950 239 1. .1 2354.0

1 0315 40 33. 5.2 2358.9 * 1 1135 140 50. 12.8 2364.1 * 1 1955 240 1. .1 2354.0

1 0320 41 35. 6.0 2359.5 * 1 1140 141 49. 12.5 2363.9 * 1 2000 241 1. .1 2354.0

1 0325 42 38. 7.2 2360.3 * 1 1145 142 48. 12.2 2363.6 * 1 2005 242 0. .1 2354.0

1 0330 43 42. 9.0 2361.5 * 1 1150 143 48. 11.8 2363.4 * 1 2010 243 0. .1 2354.0

1 0335 44 47. 11.6 2363.3 * 1 1155 144 47. 11.5 2363.2 * 1 2015 244 0. .0 2354.0

1 0340 45 53. 15.2 2365.6 * 1 1200 145 47. 11.2 2363.0 * 1 2020 245 0. .0 2354.0

1 0345 46 59. 19.4 2368.0 * 1 1205 146 46. 10.9 2362.8 * 1 2025 246 0. .0 2353.9

1 0350 47 64. 23.5 2370.4 * 1 1210 147 45. 10.6 2362.6 * 1 2030 247 0. .0 2353.9

1 0355 48 68. 27.3 2372.3 * 1 1215 148 45. 10.2 2362.4 * 1 2035 248 0. .0 2353.9

1 0400 49 71. 30.4 2373.6 * 1 1220 149 44. 9.9 2362.2 * 1 2040 249 0. .0 2353.9

1 0405 50 72. 32.8 2374.4 * 1 1225 150 43. 9.6 2362.0 * 1 2045 250 0. .0 2353.9

1 0410 51 74. 34.7 2375.1 * 1 1230 151 43. 9.3 2361.8 * 1 2050 251 0. .0 2353.9

1 0415 52 74. 36.1 2375.5 * 1 1235 152 42. 9.0 2361.6 * 1 2055 252 0. .0 2353.9

1 0420 53 75. 37.0 2375.8 * 1 1240 153 42. 8.8 2361.4 * 1 2100 253 0. .0 2353.9

1 0425 54 75. 37.7 2376.1 * 1 1245 154 41. 8.5 2361.2 * 1 2105 254 0. .0 2353.9

1 0430 55 76. 38.2 2376.2 * 1 1250 155 41. 8.2 2361.0 * 1 2110 255 0. .0 2353.9

1 0435 56 76. 38.6 2376.4 * 1 1255 156 40. 7.9 2360.8 * 1 2115 256 0. .0 2353.9

1 0440 57 76. 39.1 2376.5 * 1 1300 157 39. 7.6 2360.6 * 1 2120 257 0. .0 2353.9

1 0445 58 77. 39.7 2376.7 * 1 1305 158 38. 7.4 2360.4 * 1 2125 258 0. .0 2353.9

1 0450 59 77. 40.4 2376.9 * 1 1310 159 38. 7.1 2360.3 * 1 2130 259 0. .0 2353.9

1 0455 60 77. 41.2 2377.2 * 1 1315 160 37. 6.9 2360.1 * 1 2135 260 0. .0 2353.9

1 0500 61 78. 42.0 2377.4 * 1 1320 161 36. 6.6 2359.9 * 1 2140 261 0. .0 2353.9

1 0505 62 78. 42.8 2377.7 * 1 1325 162 36. 6.4 2359.7 * 1 2145 262 0. .0 2353.9

1 0510 63 79. 43.4 2377.9 * 1 1330 163 35. 6.1 2359.6 * 1 2150 263 0. .0 2353.9

1 0515 64 79. 43.9 2378.0 * 1 1335 164 35. 5.9 2359.4 * 1 2155 264 0. .0 2353.9

1 0520 65 79. 44.2 2378.1 * 1 1340 165 34. 5.6 2359.2 * 1 2200 265 0. .0 2353.9

1 0525 66 79. 44.3 2378.1 * 1 1345 166 33. 5.4 2359.1 * 1 2205 266 0. .0 2353.9

1 0530 67 79. 44.3 2378.1 * 1 1350 167 33. 5.2 2358.9 * 1 2210 267 0. .0 2353.9

1 0535 68 79. 44.1 2378.1 * 1 1355 168 32. 4.9 2358.7 * 1 2215 268 0. .0 2353.9

1 0540 69 79. 43.9 2378.0 * 1 1400 169 31. 4.7 2358.6 * 1 2220 269 0. .0 2353.9

1 0545 70 79. 43.7 2377.9 * 1 1405 170 30. 4.5 2358.4 * 1 2225 270 0. .0 2353.9

1 0550 71 78. 43.3 2377.8 * 1 1410 171 30. 4.3 2358.3 * 1 2230 271 0. .0 2353.9

1 0555 72 78. 43.0 2377.7 * 1 1415 172 29. 4.1 2358.1 * 1 2235 272 0. .0 2353.9

1 0600 73 78. 42.6 2377.6 * 1 1420 173 28. 3.9 2358.0 * 1 2240 273 0. .0 2353.9

1 0605 74 78. 42.3 2377.5 * 1 1425 174 28. 3.7 2357.8 * 1 2245 274 0. .0 2353.9

1 0610 75 78. 41.9 2377.4 * 1 1430 175 27. 3.5 2357.7 * 1 2250 275 0. .0 2353.9

1 0615 76 77. 41.4 2377.3 * 1 1435 176 26. 3.3 2357.6 * 1 2255 276 0. .0 2353.9

1 0620 77 77. 41.0 2377.1 * 1 1440 177 26. 3.2 2357.4 * 1 2300 277 0. .0 2353.9

1 0625 78 77. 40.5 2377.0 * 1 1445 178 25. 3.0 2357.3 * 1 2305 278 0. .0 2353.9

1 0630 79 77. 40.0 2376.8 * 1 1450 179 25. 2.8 2357.2 * 1 2310 279 0. .0 2353.9

1 0635 80 76. 39.6 2376.7 * 1 1455 180 24. 2.7 2357.0 * 1 2315 280 0. .0 2353.9

1 0640 81 76. 39.0 2376.5 * 1 1500 181 23. 2.5 2356.9 * 1 2320 281 0. .0 2353.9

1 0645 82 76. 38.5 2376.3 * 1 1505 182 21. 2.3 2356.7 * 1 2325 282 0. .0 2353.9

1 0650 83 76. 38.0 2376.2 * 1 1510 183 20. 2.2 2356.5 * 1 2330 283 0. .0 2353.9

1 0655 84 75. 37.5 2376.0 * 1 1515 184 19. 2.1 2356.4 * 1 2335 284 0. .0 2353.9

1 0700 85 75. 37.0 2375.8 * 1 1520 185 18. 1.9 2356.2 * 1 2340 285 0. .0 2353.9

1 0705 86 75. 36.5 2375.7 * 1 1525 186 17. 1.8 2356.1 * 1 2345 286 0. .0 2353.9

1 0710 87 74. 36.0 2375.5 * 1 1530 187 16. 1.7 2355.9 * 1 2350 287 0. .0 2353.9

1 0715 88 74. 35.5 2375.3 * 1 1535 188 15. 1.6 2355.8 * 1 2355 288 0. .0 2353.9

1 0720 89 74. 35.0 2375.2 * 1 1540 189 14. 1.5 2355.7 * 2 0000 289 0. .0 2353.9

1 0725 90 73. 34.5 2375.0 * 1 1545 190 13. 1.4 2355.6 * 2 0005 290 0. .0 2353.9

1 0730 91 73. 34.0 2374.8 * 1 1550 191 12. 1.3 2355.5 * 2 0010 291 0. .0 2353.9

1 0735 92 73. 33.5 2374.6 * 1 1555 192 11. 1.2 2355.4 * 2 0015 292 0. .0 2353.9

1 0740 93 72. 33.0 2374.5 * 1 1600 193 11. 1.2 2355.3 * 2 0020 293 0. .0 2353.9

1 0745 94 72. 32.5 2374.3 * 1 1605 194 10. 1.1 2355.2 * 2 0025 294 0. .0 2353.9

1 0750 95 72. 32.0 2374.1 * 1 1610 195 9. 1.0 2355.1 * 2 0030 295 0. .0 2353.9

1 0755 96 71. 31.5 2373.9 * 1 1615 196 9. 1.0 2355.1 * 2 0035 296 0. .0 2353.9

1 0800 97 71. 31.0 2373.8 * 1 1620 197 8. .9 2355.0 * 2 0040 297 0. .0 2353.9

1 0805 98 71. 30.5 2373.6 * 1 1625 198 8. .9 2354.9 * 2 0045 298 0. .0 2353.9

1 0810 99 71. 30.0 2373.4 * 1 1630 199 7. .8 2354.9 * 2 0050 299 0. .0 2353.9

1 0815 100 70. 29.5 2373.2 * 1 1635 200 7. .8 2354.8 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 79. 5.42 73. 32. 31. 31.

(INCHES) .962 1.674 1.674 1.674

(AC-FT) 36. 63. 63. 63.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

44. 5.42 35. 11. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2378.12 5.42 2374.77 2361.56 2361.28 2361.28

 

CUMULATIVE AREA = .70 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .85

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 69. 28.4 2372.8 * 1 1640 201 6. .7 2354.7

1 0005 2 0. .0 2353.9 * 1 0825 102 69. 27.9 2372.6 * 1 1645 202 6. .6 2354.6

1 0010 3 0. .0 2353.9 * 1 0830 103 68. 27.5 2372.4 * 1 1650 203 5. .6 2354.6

1 0015 4 0. .0 2353.9 * 1 0835 104 68. 27.0 2372.1 * 1 1655 204 5. .5 2354.5

1 0020 5 0. .0 2353.9 * 1 0840 105 68. 26.5 2371.9 * 1 1700 205 5. .5 2354.5

1 0025 6 0. .0 2353.9 * 1 0845 106 67. 26.1 2371.7 * 1 1705 206 4. .5 2354.5

1 0030 7 0. .0 2354.0 * 1 0850 107 67. 25.6 2371.5 * 1 1710 207 4. .4 2354.4

1 0035 8 1. .1 2354.0 * 1 0855 108 66. 25.1 2371.2 * 1 1715 208 4. .4 2354.4

1 0040 9 2. .2 2354.1 * 1 0900 109 66. 24.7 2371.0 * 1 1720 209 4. .4 2354.4

1 0045 10 3. .3 2354.3 * 1 0905 110 65. 24.2 2370.8 * 1 1725 210 3. .4 2354.3

1 0050 11 4. .4 2354.4 * 1 0910 111 65. 23.8 2370.5 * 1 1730 211 3. .3 2354.3

1 0055 12 5. .5 2354.6 * 1 0915 112 64. 23.3 2370.3 * 1 1735 212 3. .3 2354.3

1 0100 13 6. .6 2354.7 * 1 0920 113 64. 22.9 2370.0 * 1 1740 213 3. .3 2354.3

1 0105 14 6. .7 2354.7 * 1 0925 114 63. 22.5 2369.8 * 1 1745 214 3. .3 2354.2

1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.0 2369.6 * 1 1750 215 2. .3 2354.2

1 0115 16 7. .8 2354.9 * 1 0935 116 62. 21.6 2369.3 * 1 1755 216 2. .3 2354.2

1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.2 2369.1 * 1 1800 217 2. .2 2354.2

1 0125 18 8. .9 2355.0 * 1 0945 118 61. 20.8 2368.8 * 1 1805 218 2. .2 2354.2

1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.3 2368.6 * 1 1810 219 2. .2 2354.2

1 0135 20 10. 1.1 2355.2 * 1 0955 120 60. 19.9 2368.4 * 1 1815 220 2. .2 2354.1

1 0140 21 11. 1.2 2355.3 * 1 1000 121 60. 19.5 2368.1 * 1 1820 221 2. .2 2354.1

1 0145 22 13. 1.4 2355.5 * 1 1005 122 59. 19.1 2367.9 * 1 1825 222 2. .2 2354.1

1 0150 23 14. 1.6 2355.8 * 1 1010 123 58. 18.7 2367.6 * 1 1830 223 1. .2 2354.1

1 0155 24 16. 1.8 2356.0 * 1 1015 124 58. 18.3 2367.4 * 1 1835 224 1. .2 2354.1

1 0200 25 18. 2.0 2356.2 * 1 1020 125 57. 17.9 2367.2 * 1 1840 225 1. .1 2354.1

1 0205 26 19. 2.1 2356.4 * 1 1025 126 57. 17.5 2366.9 * 1 1845 226 1. .1 2354.1

1 0210 27 21. 2.3 2356.6 * 1 1030 127 56. 17.1 2366.7 * 1 1850 227 1. .1 2354.1

1 0215 28 22. 2.4 2356.8 * 1 1035 128 56. 16.7 2366.5 * 1 1855 228 1. .1 2354.0

1 0220 29 24. 2.6 2357.0 * 1 1040 129 55. 16.4 2366.2 * 1 1900 229 1. .1 2354.0

1 0225 30 24. 2.7 2357.1 * 1 1045 130 55. 16.0 2366.0 * 1 1905 230 1. .1 2354.0

1 0230 31 25. 2.9 2357.2 * 1 1050 131 54. 15.6 2365.8 * 1 1910 231 1. .1 2354.0

1 0235 32 25. 3.0 2357.3 * 1 1055 132 53. 15.2 2365.6 * 1 1915 232 1. .1 2354.0

1 0240 33 26. 3.2 2357.4 * 1 1100 133 53. 14.9 2365.3 * 1 1920 233 1. .1 2354.0

1 0245 34 26. 3.3 2357.5 * 1 1105 134 52. 14.5 2365.1 * 1 1925 234 1. .1 2354.0

1 0250 35 27. 3.5 2357.7 * 1 1110 135 52. 14.1 2364.9 * 1 1930 235 1. .1 2354.0

1 0255 36 27. 3.7 2357.8 * 1 1115 136 51. 13.8 2364.7 * 1 1935 236 1. .1 2354.0

1 0300 37 28. 3.9 2357.9 * 1 1120 137 51. 13.4 2364.4 * 1 1940 237 1. .1 2354.0

1 0305 38 29. 4.1 2358.1 * 1 1125 138 50. 13.1 2364.2 * 1 1945 238 1. .1 2354.0

1 0310 39 30. 4.5 2358.4 * 1 1130 139 49. 12.7 2364.0 * 1 1950 239 1. .1 2354.0

1 0315 40 32. 5.1 2358.8 * 1 1135 140 49. 12.4 2363.8 * 1 1955 240 1. .1 2354.0

1 0320 41 35. 5.9 2359.4 * 1 1140 141 48. 12.1 2363.6 * 1 2000 241 0. .1 2354.0

1 0325 42 38. 7.1 2360.2 * 1 1145 142 48. 11.7 2363.4 * 1 2005 242 0. .0 2354.0

1 0330 43 42. 8.9 2361.5 * 1 1150 143 47. 11.4 2363.2 * 1 2010 243 0. .0 2354.0

1 0335 44 47. 11.4 2363.2 * 1 1155 144 46. 11.1 2363.0 * 1 2015 244 0. .0 2354.0

1 0340 45 53. 15.0 2365.4 * 1 1200 145 46. 10.8 2362.7 * 1 2020 245 0. .0 2353.9

1 0345 46 59. 19.1 2367.9 * 1 1205 146 45. 10.5 2362.5 * 1 2025 246 0. .0 2353.9

1 0350 47 64. 23.2 2370.2 * 1 1210 147 45. 10.2 2362.3 * 1 2030 247 0. .0 2353.9

1 0355 48 68. 26.8 2372.1 * 1 1215 148 44. 9.9 2362.1 * 1 2035 248 0. .0 2353.9

1 0400 49 70. 29.9 2373.4 * 1 1220 149 43. 9.6 2361.9 * 1 2040 249 0. .0 2353.9

1 0405 50 72. 32.3 2374.2 * 1 1225 150 43. 9.3 2361.7 * 1 2045 250 0. .0 2353.9

1 0410 51 73. 34.2 2374.9 * 1 1230 151 42. 9.0 2361.5 * 1 2050 251 0. .0 2353.9

1 0415 52 74. 35.5 2375.3 * 1 1235 152 42. 8.7 2361.3 * 1 2055 252 0. .0 2353.9

1 0420 53 75. 36.4 2375.6 * 1 1240 153 41. 8.4 2361.1 * 1 2100 253 0. .0 2353.9

1 0425 54 75. 37.1 2375.9 * 1 1245 154 40. 8.1 2361.0 * 1 2105 254 0. .0 2353.9

1 0430 55 75. 37.6 2376.0 * 1 1250 155 40. 7.8 2360.8 * 1 2110 255 0. .0 2353.9

1 0435 56 76. 38.0 2376.2 * 1 1255 156 39. 7.6 2360.6 * 1 2115 256 0. .0 2353.9

1 0440 57 76. 38.5 2376.3 * 1 1300 157 38. 7.3 2360.4 * 1 2120 257 0. .0 2353.9

1 0445 58 76. 39.1 2376.5 * 1 1305 158 38. 7.0 2360.2 * 1 2125 258 0. .0 2353.9

1 0450 59 77. 39.8 2376.7 * 1 1310 159 37. 6.8 2360.0 * 1 2130 259 0. .0 2353.9

1 0455 60 77. 40.5 2377.0 * 1 1315 160 36. 6.5 2359.9 * 1 2135 260 0. .0 2353.9

1 0500 61 77. 41.4 2377.2 * 1 1320 161 36. 6.3 2359.7 * 1 2140 261 0. .0 2353.9

1 0505 62 78. 42.1 2377.5 * 1 1325 162 35. 6.0 2359.5 * 1 2145 262 0. .0 2353.9

1 0510 63 78. 42.8 2377.7 * 1 1330 163 34. 5.8 2359.3 * 1 2150 263 0. .0 2353.9

1 0515 64 78. 43.2 2377.8 * 1 1335 164 34. 5.6 2359.2 * 1 2155 264 0. .0 2353.9

1 0520 65 79. 43.5 2377.9 * 1 1340 165 33. 5.3 2359.0 * 1 2200 265 0. .0 2353.9

1 0525 66 79. 43.6 2377.9 * 1 1345 166 32. 5.1 2358.9 * 1 2205 266 0. .0 2353.9

1 0530 67 79. 43.6 2377.9 * 1 1350 167 32. 4.9 2358.7 * 1 2210 267 0. .0 2353.9

1 0535 68 79. 43.4 2377.9 * 1 1355 168 31. 4.7 2358.5 * 1 2215 268 0. .0 2353.9

1 0540 69 78. 43.2 2377.8 * 1 1400 169 30. 4.5 2358.4 * 1 2220 269 0. .0 2353.9

1 0545 70 78. 43.0 2377.7 * 1 1405 170 30. 4.3 2358.2 * 1 2225 270 0. .0 2353.9

1 0550 71 78. 42.7 2377.6 * 1 1410 171 29. 4.1 2358.1 * 1 2230 271 0. .0 2353.9

1 0555 72 78. 42.3 2377.5 * 1 1415 172 28. 3.9 2357.9 * 1 2235 272 0. .0 2353.9

1 0600 73 78. 42.0 2377.4 * 1 1420 173 27. 3.7 2357.8 * 1 2240 273 0. .0 2353.9

1 0605 74 78. 41.6 2377.3 * 1 1425 174 27. 3.5 2357.6 * 1 2245 274 0. .0 2353.9

1 0610 75 77. 41.2 2377.2 * 1 1430 175 26. 3.3 2357.5 * 1 2250 275 0. .0 2353.9

1 0615 76 77. 40.8 2377.1 * 1 1435 176 26. 3.1 2357.4 * 1 2255 276 0. .0 2353.9

1 0620 77 77. 40.3 2376.9 * 1 1440 177 25. 2.9 2357.3 * 1 2300 277 0. .0 2353.9

1 0625 78 77. 39.9 2376.8 * 1 1445 178 24. 2.8 2357.1 * 1 2305 278 0. .0 2353.9

1 0630 79 76. 39.4 2376.6 * 1 1450 179 24. 2.6 2357.0 * 1 2310 279 0. .0 2353.9

1 0635 80 76. 38.9 2376.4 * 1 1455 180 22. 2.5 2356.8 * 1 2315 280 0. .0 2353.9

1 0640 81 76. 38.4 2376.3 * 1 1500 181 21. 2.3 2356.6 * 1 2320 281 0. .0 2353.9

1 0645 82 75. 37.9 2376.1 * 1 1505 182 20. 2.2 2356.5 * 1 2325 282 0. .0 2353.9

1 0650 83 75. 37.4 2375.9 * 1 1510 183 19. 2.0 2356.3 * 1 2330 283 0. .0 2353.9

1 0655 84 75. 36.9 2375.8 * 1 1515 184 17. 1.9 2356.2 * 1 2335 284 0. .0 2353.9

1 0700 85 75. 36.3 2375.6 * 1 1520 185 16. 1.8 2356.0 * 1 2340 285 0. .0 2353.9

1 0705 86 74. 35.8 2375.5 * 1 1525 186 15. 1.7 2355.9 * 1 2345 286 0. .0 2353.9

1 0710 87 74. 35.3 2375.3 * 1 1530 187 14. 1.6 2355.8 * 1 2350 287 0. .0 2353.9

1 0715 88 74. 34.8 2375.1 * 1 1535 188 14. 1.5 2355.7 * 1 2355 288 0. .0 2353.9

1 0720 89 73. 34.3 2375.0 * 1 1540 189 13. 1.4 2355.6 * 2 0000 289 0. .0 2353.9

1 0725 90 73. 33.8 2374.8 * 1 1545 190 12. 1.3 2355.5 * 2 0005 290 0. .0 2353.9

1 0730 91 73. 33.3 2374.6 * 1 1550 191 11. 1.2 2355.4 * 2 0010 291 0. .0 2353.9

1 0735 92 72. 32.8 2374.4 * 1 1555 192 11. 1.2 2355.3 * 2 0015 292 0. .0 2353.9

1 0740 93 72. 32.3 2374.2 * 1 1600 193 10. 1.1 2355.2 * 2 0020 293 0. .0 2353.9

1 0745 94 72. 31.8 2374.1 * 1 1605 194 9. 1.0 2355.1 * 2 0025 294 0. .0 2353.9

1 0750 95 71. 31.3 2373.9 * 1 1610 195 9. 1.0 2355.0 * 2 0030 295 0. .0 2353.9

1 0755 96 71. 30.8 2373.7 * 1 1615 196 8. .9 2355.0 * 2 0035 296 0. .0 2353.9

1 0800 97 71. 30.3 2373.5 * 1 1620 197 8. .8 2354.9 * 2 0040 297 0. .0 2353.9

1 0805 98 70. 29.9 2373.4 * 1 1625 198 7. .8 2354.8 * 2 0045 298 0. .0 2353.9

1 0810 99 70. 29.4 2373.2 * 1 1630 199 7. .7 2354.8 * 2 0050 299 0. .0 2353.9

1 0815 100 70. 28.9 2373.0 * 1 1635 200 6. .7 2354.7 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 79. 5.42 72. 31. 30. 30.

(INCHES) .957 1.652 1.652 1.652

(AC-FT) 36. 62. 62. 62.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

44. 5.42 34. 11. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2377.91 5.42 2374.54 2361.43 2361.15 2361.15

 

CUMULATIVE AREA = .70 SQ MI

 

1

 

PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS

FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES

TIME TO PEAK IN HOURS

 

 

RATIOS APPLIED TO PRECIPITATION

OPERATION STATION AREA PLAN RATIO 1 RATIO 2 RATIO 3 RATIO 4

.88 .87 .86 .85

 

HYDROGRAPH AT

+ CH59-C .34 1 FLOW 248. 245. 242. 240.

TIME 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DFLAM .34 1 FLOW 26. 23. 20. 18.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCH59-C .34 1 FLOW 222. 222. 222. 222.

TIME 3.75 3.75 3.75 3.83

 

HYDROGRAPH AT

+ FW01 .32 1 FLOW 114. 111. 109. 107.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RFW1 .32 1 FLOW 115. 112. 109. 107.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW02 .24 1 FLOW 104. 102. 100. 98.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW2 .56 1 FLOW 213. 208. 204. 200.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW2 .56 1 FLOW 214. 209. 204. 201.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FW03 .25 1 FLOW 188. 185. 183. 180.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW3 .82 1 FLOW 373. 365. 358. 353.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW3 .82 1 FLOW 367. 361. 359. 353.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FW5 .52 1 FLOW 329. 324. 320. 316.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW5 1.34 1 FLOW 690. 679. 673. 664.

TIME 4.00 4.00 4.00 4.00

 

DIVERSION TO

+ DFW11 1.34 1 FLOW 210. 210. 210. 210.

TIME 3.50 3.50 3.50 3.50

 

HYDROGRAPH AT

+ DFW5 1.34 1 FLOW 480. 469. 463. 454.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RDFW5 1.34 1 FLOW 479. 467. 461. 452.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CE2EA-C .13 1 FLOW 72. 71. 70. 69.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCE2EA .13 1 FLOW 73. 71. 70. 70.

TIME 4.25 4.25 4.25 4.25

 

HYDROGRAPH AT

+ R4C1 .27 1 FLOW 211. 208. 205. 203.

TIME 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CR4C1 1.74 1 FLOW 707. 691. 682. 670.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCR4C1 1.74 1 FLOW 701. 686. 677. 665.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CE2EC .26 1 FLOW 145. 142. 140. 138.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCE2EC .26 1 FLOW 148. 145. 142. 140.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CE2ED-C .31 1 FLOW 231. 227. 225. 222.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCE2ED-C .58 1 FLOW 367. 361. 356. 351.

TIME 3.83 3.92 3.92 3.92

 

DIVERSION TO

+ DCPS03 .58 1 FLOW 200. 198. 196. 194.

TIME 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCCE2ED .58 1 FLOW 167. 163. 160. 158.

TIME 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RDCCE2ED .58 1 FLOW 170. 166. 163. 160.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ CE3FA .36 1 FLOW 282. 278. 275. 272.

TIME 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CCE3FA 2.67 1 FLOW 1108. 1085. 1071. 1053.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCE3FA 2.67 1 FLOW 1106. 1083. 1068. 1051.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ PS01-C .41 1 FLOW 234. 229. 226. 223.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RPS01-C .41 1 FLOW 233. 228. 225. 223.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ PS03 .19 1 FLOW 172. 170. 167. 166.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CPS03 .60 1 FLOW 376. 369. 365. 360.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ ED01 .25 1 FLOW 147. 144. 142. 140.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RED01 .25 1 FLOW 149. 146. 144. 142.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ ED02 .31 1 FLOW 201. 197. 195. 192.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ ED11 .24 1 FLOW 137. 134. 132. 130.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ ED12 .20 1 FLOW 152. 149. 147. 146.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED12 .44 1 FLOW 289. 284. 280. 276.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCED12 .44 1 FLOW 290. 285. 281. 278.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ ED13 .21 1 FLOW 158. 155. 153. 152.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED13 .65 1 FLOW 436. 429. 423. 418.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED13 .65 1 FLOW 433. 426. 420. 415.

TIME 3.92 3.92 3.92 3.92

 

3 COMBINED AT

+ CED02 1.21 1 FLOW 769. 756. 746. 736.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED02 1.21 1 FLOW 763. 749. 739. 730.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCPS03 .00 1 FLOW 200. 198. 196. 194.

TIME 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RDPS03 .00 1 FLOW 201. 198. 196. 194.

TIME 3.92 3.92 3.92 3.92

 

3 COMBINED AT

+ CCPS03 1.81 1 FLOW 1284. 1262. 1245. 1231.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS03 1.81 1 FLOW 1276. 1254. 1239. 1222.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ PS06-C .39 1 FLOW 315. 311. 307. 304.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CPS06 2.20 1 FLOW 1530. 1504. 1486. 1467.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCPS06 4.88 1 FLOW 2599. 2550. 2516. 2479.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS06 4.88 1 FLOW 2578. 2530. 2495. 2459.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW09 .25 1 FLOW 206. 203. 200. 198.

TIME 3.83 3.83 3.83 3.83

 

DIVERSION TO

+ DSM .25 1 FLOW 66. 63. 60. 59.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ DSPM .25 1 FLOW 140. 140. 140. 139.

TIME 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RDSPM .25 1 FLOW 140. 140. 140. 139.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CE3FD-C .28 1 FLOW 220. 216. 214. 212.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCE3FD-C .54 1 FLOW 360. 357. 354. 351.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCE3FD .54 1 FLOW 356. 353. 350. 347.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CRCPS06 5.41 1 FLOW 2931. 2880. 2843. 2803.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCRCPS06 5.41 1 FLOW 2912. 2860. 2822. 2783.

TIME 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ PS08 .18 1 FLOW 171. 168. 166. 164.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CPS08 5.59 1 FLOW 3012. 2959. 2920. 2879.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ ED05-C .44 1 FLOW 288. 284. 280. 277.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RED05-C .44 1 FLOW 286. 281. 277. 274.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCPS08 6.03 1 FLOW 3296. 3237. 3196. 3153.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS08 6.03 1 FLOW 3278. 3218. 3178. 3138.

TIME 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ ED10-C .22 1 FLOW 178. 176. 173. 172.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CED10-C 6.25 1 FLOW 3412. 3350. 3308. 3263.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED10-C 6.25 1 FLOW 3391. 3329. 3287. 3245.

TIME 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ SA06-C .20 1 FLOW 165. 163. 161. 160.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RSA06-C .20 1 FLOW 163. 163. 161. 158.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ SA08 .22 1 FLOW 214. 211. 209. 207.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA08 .42 1 FLOW 353. 350. 345. 341.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCSA08 6.67 1 FLOW 3689. 3624. 3579. 3529.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCSA08 6.67 1 FLOW 3656. 3592. 3547. 3503.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH14-C .17 1 FLOW 119. 118. 116. 115.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH14-C .17 1 FLOW 120. 118. 116. 115.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK09-C .38 1 FLOW 225. 222. 219. 217.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ COK09-C .55 1 FLOW 341. 336. 331. 328.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCOK09-C .55 1 FLOW 340. 335. 331. 327.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ OK10 .31 1 FLOW 223. 219. 217. 214.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ COK10 .85 1 FLOW 540. 532. 525. 519.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCOK10 .85 1 FLOW 537. 529. 522. 517.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK11-C .31 1 FLOW 185. 182. 180. 178.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ 1COK11C 1.16 1 FLOW 721. 711. 701. 695.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ COK11C 7.83 1 FLOW 4373. 4296. 4243. 4190.

TIME 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCOK11C 7.83 1 FLOW 4362. 4289. 4235. 4182.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ WAL1 .21 1 FLOW 151. 149. 147. 145.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RWAL1 .21 1 FLOW 151. 149. 146. 145.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WAL2 .25 1 FLOW 145. 143. 140. 139.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWAL2 .45 1 FLOW 295. 290. 286. 282.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCWAL2 8.28 1 FLOW 4618. 4541. 4483. 4427.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCWAL2 8.28 1 FLOW 4607. 4528. 4472. 4420.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH50 .26 1 FLOW 180. 177. 175. 174.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH50 8.54 1 FLOW 4786. 4705. 4647. 4593.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH15-C .24 1 FLOW 189. 186. 184. 182.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCH15-C .24 1 FLOW 189. 186. 184. 182.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH18-C .29 1 FLOW 221. 218. 215. 213.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH18-C .53 1 FLOW 392. 386. 381. 377.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH18-C .53 1 FLOW 391. 385. 380. 376.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ AL92 .43 1 FLOW 197. 193. 190. 187.

TIME 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DAL93 .43 1 FLOW 76. 75. 73. 72.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DAL92 .43 1 FLOW 121. 118. 116. 115.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDAL92 .43 1 FLOW 119. 117. 115. 113.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ AL95-C .19 1 FLOW 115. 112. 111. 109.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CAL95 .62 1 FLOW 205. 201. 198. 195.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCAL95-C .62 1 FLOW 205. 201. 198. 195.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCCH18-C 1.15 1 FLOW 592. 582. 573. 566.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCCH18C 1.15 1 FLOW 583. 574. 565. 559.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH22-C .23 1 FLOW 186. 184. 182. 180.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCH22 1.38 1 FLOW 767. 755. 745. 735.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCCH22 9.92 1 FLOW 5497. 5405. 5338. 5277.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCCH22 9.92 1 FLOW 5481. 5394. 5315. 5256.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH51 .24 1 FLOW 167. 164. 163. 161.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH51 .24 1 FLOW 168. 165. 163. 162.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH52-C .31 1 FLOW 261. 258. 255. 253.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CCH52 10.47 1 FLOW 5861. 5769. 5686. 5623.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH52 10.47 1 FLOW 5854. 5760. 5679. 5614.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH56-A .14 1 FLOW 112. 110. 109. 108.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH56A 10.61 1 FLOW 5940. 5845. 5763. 5697.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH56A 10.61 1 FLOW 5936. 5840. 5759. 5692.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH56-B .24 1 FLOW 151. 149. 147. 145.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DFLAM .00 1 FLOW 26. 23. 20. 18.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDFLAM .00 1 FLOW 26. 22. 16. 14.

TIME 4.08 4.08 4.17 4.17

 

HYDROGRAPH AT

+ CH60-A .38 1 FLOW 267. 263. 260. 257.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCH60A .38 1 FLOW 267. 263. 260. 257.

TIME 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CCH56B 11.23 1 FLOW 6327. 6226. 6140. 6068.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH56B 11.23 1 FLOW 6323. 6221. 6136. 6063.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH63-A .11 1 FLOW 95. 94. 93. 91.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CCH63A 11.34 1 FLOW 6371. 6269. 6183. 6110.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH63A 11.34 1 FLOW 6362. 6259. 6173. 6099.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH63-B .15 1 FLOW 155. 153. 151. 149.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CCH63B 11.49 1 FLOW 6414. 6310. 6223. 6149.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH63B 11.49 1 FLOW 6403. 6298. 6213. 6137.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH68-A .29 1 FLOW 213. 209. 207. 204.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH68A 11.79 1 FLOW 6573. 6465. 6377. 6300.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH68A 11.79 1 FLOW 6565. 6457. 6370. 6291.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH67-A .33 1 FLOW 199. 195. 192. 190.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH67A 12.12 1 FLOW 6724. 6613. 6524. 6443.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH67A 12.12 1 FLOW 6693. 6583. 6491. 6404.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH64-A .30 1 FLOW 177. 174. 172. 170.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCH64-A .30 1 FLOW 178. 175. 173. 171.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ FR04-A .25 1 FLOW 171. 168. 166. 164.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR04A .55 1 FLOW 284. 279. 275. 271.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCFR04A 12.67 1 FLOW 6977. 6861. 6765. 6676.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCFR04A 12.67 1 FLOW 6956. 6838. 6743. 6654.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FR03-A .23 1 FLOW 130. 128. 126. 124.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR03A 12.91 1 FLOW 7062. 6941. 6845. 6755.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCFR03A 12.91 1 FLOW 7037. 6913. 6817. 6727.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA10-2 .20 1 FLOW 119. 117. 116. 115.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ SA10-1 .28 1 FLOW 170. 168. 166. 164.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CSA10-1 .48 1 FLOW 289. 284. 281. 278.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA10-1 .48 1 FLOW 289. 284. 281. 277.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ SA11 .40 1 FLOW 292. 288. 285. 282.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CSA11 .88 1 FLOW 569. 561. 555. 549.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA11 .88 1 FLOW 568. 558. 554. 546.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA13-CB .12 1 FLOW 101. 100. 98. 98.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CSA13-CB .99 1 FLOW 638. 627. 621. 613.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA13-C .99 1 FLOW 636. 625. 620. 612.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FR01B .07 1 FLOW 58. 57. 57. 56.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR01B 1.06 1 FLOW 675. 663. 657. 649.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCFR01B 1.06 1 FLOW 674. 663. 657. 648.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA13-CC .11 1 FLOW 100. 99. 98. 97.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CSA13-CC 1.17 1 FLOW 746. 734. 727. 719.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA13-C 1.17 1 FLOW 743. 731. 724. 716.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR02A .11 1 FLOW 98. 96. 95. 94.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFR02A 1.28 1 FLOW 811. 798. 790. 781.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR02A 1.28 1 FLOW 809. 796. 788. 779.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR02B .04 1 FLOW 37. 36. 35. 35.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CFR02B 1.32 1 FLOW 824. 810. 802. 793.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA14A .13 1 FLOW 115. 113. 111. 110.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA14A 1.45 1 FLOW 890. 876. 866. 856.

TIME 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCSA14A 1.45 1 FLOW 889. 875. 866. 856.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA13-CA .25 1 FLOW 158. 156. 154. 153.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RSA13-CA .25 1 FLOW 159. 157. 155. 154.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ FW40A .12 1 FLOW 78. 77. 76. 74.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW40A .36 1 FLOW 193. 190. 188. 186.

TIME 4.08 4.08 4.08 4.08

 

DIVERSION TO

+ DFW40AE .36 1 FLOW 158. 156. 154. 153.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ DFW40AN .36 1 FLOW 35. 34. 34. 34.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RDFW40AN .36 1 FLOW 35. 34. 34. 34.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ SA14B .06 1 FLOW 60. 59. 58. 57.

TIME 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA14B 1.87 1 FLOW 947. 932. 921. 911.

TIME 3.83 3.83 3.92 3.83

 

ROUTED TO

+ RCSA14B 1.87 1 FLOW 946. 931. 921. 910.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR01A .18 1 FLOW 115. 113. 112. 111.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RFR01A .18 1 FLOW 116. 114. 113. 111.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FR02C .26 1 FLOW 159. 156. 154. 152.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR02C .44 1 FLOW 247. 243. 240. 237.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RFR02C .44 1 FLOW 244. 240. 237. 234.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA14C .06 1 FLOW 67. 66. 65. 64.

TIME 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA14C 2.37 1 FLOW 1219. 1199. 1185. 1171.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA14C 2.37 1 FLOW 1218. 1198. 1184. 1170.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA16A .06 1 FLOW 57. 56. 56. 55.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA16A 2.43 1 FLOW 1246. 1226. 1212. 1197.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16A 2.43 1 FLOW 1245. 1225. 1211. 1196.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DFW40AE .00 1 FLOW 158. 156. 154. 153.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FW41A .16 1 FLOW 89. 87. 86. 85.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW41A .16 1 FLOW 228. 225. 222. 219.

TIME 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DFW41AE .16 1 FLOW 147. 144. 142. 140.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DFW41AN .16 1 FLOW 82. 80. 79. 78.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDFW41AN .16 1 FLOW 82. 80. 79. 78.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA16B .06 1 FLOW 54. 53. 52. 52.

TIME 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA16B 2.65 1 FLOW 1355. 1333. 1317. 1301.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16B 2.65 1 FLOW 1354. 1332. 1316. 1301.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA16C .06 1 FLOW 63. 62. 62. 61.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA16C 2.71 1 FLOW 1384. 1362. 1345. 1330.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR03-B .06 1 FLOW 63. 62. 62. 61.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CFR03B 2.78 1 FLOW 1419. 1395. 1377. 1362.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCFR03B 2.78 1 FLOW 1415. 1392. 1374. 1359.

TIME 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ FR03-C .04 1 FLOW 34. 34. 33. 33.

TIME 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ CCFR03 15.72 1 FLOW 8429. 8284. 8172. 8065.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ AL96-C .18 1 FLOW 160. 158. 156. 155.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RAL96 .18 1 FLOW 159. 157. 155. 154.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ DAL93 .00 1 FLOW 76. 75. 73. 72.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDAL93 .00 1 FLOW 76. 74. 73. 72.

TIME 4.33 4.33 4.33 4.33

 

HYDROGRAPH AT

+ AL93-C .52 1 FLOW 393. 387. 382. 378.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CAL93 .70 1 FLOW 555. 546. 539. 533.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ 1-GOLF .36 1 FLOW 243. 239. 236. 232.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ R1-GOLF .36 1 FLOW 238. 237. 234. 229.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ 2a-OAK-C .31 1 FLOW 217. 214. 211. 208.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ C2a-OAK .68 1 FLOW 451. 447. 439. 431.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RC2a-OAK .68 1 FLOW 451. 447. 438. 430.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ 3-ELP-C .21 1 FLOW 180. 177. 175. 173.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ C3-ELP-C .88 1 FLOW 591. 584. 574. 565.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RC3-ELPC .88 1 FLOW 588. 582. 572. 562.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ 3a-OAK-C .43 1 FLOW 284. 279. 274. 271.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ C3a-OAKC 1.32 1 FLOW 842. 827. 814. 802.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RC3aOAKC 1.32 1 FLOW 838. 826. 812. 800.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ 3-HOLM-C .33 1 FLOW 254. 250. 247. 244.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ R3-HOLMC .33 1 FLOW 250. 246. 243. 240.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ 5-OAK-C .23 1 FLOW 182. 179. 176. 174.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ C5-OAK-C .56 1 FLOW 416. 410. 404. 400.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ OAKEYIN 1.88 1 FLOW 1241. 1220. 1201. 1185.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ OAKEYDB 1.88 1 FLOW 31. 30. 30. 30.

TIME 6.42 6.42 6.42 6.42

 

** PEAK STAGES IN FEET **

1 STAGE 43.48 43.33 43.20 43.09

TIME 6.42 6.42 6.42 6.42

 

ROUTED TO

+ OAKEYOT 1.88 1 FLOW 31. 30. 30. 30.

TIME 6.58 6.58 6.58 6.58

 

HYDROGRAPH AT

+ SA01-C .26 1 FLOW 234. 231. 229. 227.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RSA01-C .26 1 FLOW 236. 233. 231. 228.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA05 .18 1 FLOW 153. 151. 149. 148.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CSA05 .44 1 FLOW 365. 360. 356. 352.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCSA05 .44 1 FLOW 360. 355. 351. 348.

TIME 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA06 .08 1 FLOW 87. 86. 85. 84.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA06 .52 1 FLOW 409. 403. 398. 394.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ OK06-C .17 1 FLOW 142. 140. 138. 137.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ ROK06-C .17 1 FLOW 145. 142. 141. 139.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK07 .24 1 FLOW 158. 155. 153. 151.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ COK07 .93 1 FLOW 699. 688. 679. 671.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCOK07 .93 1 FLOW 694. 682. 673. 666.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ OK03-C .36 1 FLOW 287. 283. 279. 276.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ ROK03-C .36 1 FLOW 288. 284. 280. 277.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK04-C .20 1 FLOW 115. 113. 111. 110.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ COK04-C 1.49 1 FLOW 1094. 1076. 1062. 1050.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCOK04-C 1.49 1 FLOW 1083. 1064. 1050. 1038.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ OK08 .08 1 FLOW 84. 83. 82. 81.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ COK08 1.58 1 FLOW 1129. 1109. 1096. 1083.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCOK08 3.46 1 FLOW 1151. 1131. 1116. 1104.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCOK08 3.46 1 FLOW 1140. 1122. 1108. 1096.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH04-C .17 1 FLOW 169. 167. 165. 163.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCH04-C .17 1 FLOW 167. 165. 163. 161.

TIME 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ CH05-C .16 1 FLOW 146. 144. 142. 141.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH05-C .34 1 FLOW 310. 306. 302. 300.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCCH05-C .34 1 FLOW 307. 302. 300. 297.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH09-C .38 1 FLOW 301. 296. 292. 289.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH09-C .72 1 FLOW 608. 598. 592. 587.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCH09-C .72 1 FLOW 599. 590. 584. 578.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH10 .28 1 FLOW 278. 274. 271. 268.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CCH10 1.00 1 FLOW 837. 824. 815. 807.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCH10 1.00 1 FLOW 836. 823. 814. 806.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ OK12 .05 1 FLOW 62. 61. 61. 60.

TIME 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ COK12 4.50 1 FLOW 1937. 1907. 1883. 1863.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCOK12 4.50 1 FLOW 1930. 1901. 1876. 1857.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH14B .22 1 FLOW 164. 161. 159. 158.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH14B 4.72 1 FLOW 2089. 2058. 2031. 2009.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH14B 4.72 1 FLOW 2079. 2046. 2020. 1999.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ OK13 .10 1 FLOW 79. 78. 77. 76.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ COK13 4.82 1 FLOW 2156. 2122. 2095. 2073.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCOK13 4.82 1 FLOW 2142. 2107. 2081. 2057.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ R1 .09 1 FLOW 80. 79. 78. 77.

TIME 3.58 3.58 3.58 3.58

 

ROUTED TO

+ PR1 .09 1 FLOW 53. 52. 51. 51.

TIME 3.83 3.83 3.83 3.83

 

** PEAK STAGES IN FEET **

1 STAGE 12.21 12.17 12.15 12.12

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RPR1 .09 1 FLOW 53. 52. 51. 51.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ R3 .28 1 FLOW 229. 226. 223. 220.

TIME 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ R2 .05 1 FLOW 41. 40. 39. 39.

TIME 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ CR2 .41 1 FLOW 297. 293. 289. 286.

TIME 3.75 3.75 3.75 3.75

 

DIVERSION TO

+ DAL00A .41 1 FLOW 147. 143. 139. 136.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DCR2 .41 1 FLOW 150. 150. 150. 150.

TIME 3.50 3.50 3.50 3.50

 

ROUTED TO

+ RDCR2 .41 1 FLOW 151. 151. 151. 151.

TIME 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ AL01A .12 1 FLOW 107. 105. 104. 103.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CAL01A .53 1 FLOW 257. 255. 254. 253.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCAL01A .53 1 FLOW 255. 254. 253. 252.

TIME 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ US .03 1 FLOW 31. 30. 30. 29.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CUS .56 1 FLOW 282. 280. 279. 277.

TIME 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ AL04-C .18 1 FLOW 134. 132. 130. 129.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RAL04-C .18 1 FLOW 133. 131. 129. 127.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCUS .74 1 FLOW 405. 401. 398. 395.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCCUS .74 1 FLOW 403. 399. 396. 393.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL05-C .23 1 FLOW 169. 167. 165. 163.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ GS .04 1 FLOW 36. 36. 35. 35.

TIME 3.58 3.58 3.58 3.58

 

DIVERSION TO

+ DGSR .04 1 FLOW 7. 7. 6. 6.

TIME 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ DGS .04 1 FLOW 29. 29. 29. 29.

TIME 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CAL05-C 1.01 1 FLOW 599. 592. 587. 582.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCAL05-C 1.01 1 FLOW 594. 587. 581. 576.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BR3 .07 1 FLOW 80. 79. 78. 77.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CBR3 1.08 1 FLOW 642. 635. 629. 623.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCBR3 1.08 1 FLOW 639. 632. 626. 620.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL09-C .16 1 FLOW 142. 140. 138. 136.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RAL09-C .16 1 FLOW 142. 139. 138. 136.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DGSR .00 1 FLOW 7. 7. 6. 6.

TIME 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RDGSR .00 1 FLOW 6. 4. 6. 8.

TIME 4.00 4.08 4.00 4.00

 

HYDROGRAPH AT

+ AL11-C .13 1 FLOW 118. 116. 115. 114.

TIME 3.75 3.75 3.75 3.75

 

4 COMBINED AT

+ CAL11-C 1.38 1 FLOW 899. 888. 878. 870.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCAL11-C 1.38 1 FLOW 888. 876. 868. 860.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL10-C .05 1 FLOW 44. 43. 43. 42.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CAL10-C 1.42 1 FLOW 928. 915. 906. 898.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCAL10-C 1.42 1 FLOW 921. 908. 899. 890.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL13-3 .06 1 FLOW 60. 59. 58. 58.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CAL13-3 1.48 1 FLOW 961. 947. 938. 929.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL14 .46 1 FLOW 314. 309. 306. 303.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RAL14 .46 1 FLOW 311. 307. 304. 301.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ AL16 .15 1 FLOW 123. 121. 120. 119.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ 1CAL16 2.09 1 FLOW 1346. 1329. 1314. 1301.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ AL09 .10 1 FLOW 80. 79. 78. 77.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RAL09 .10 1 FLOW 78. 77. 76. 76.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH14A .15 1 FLOW 108. 106. 104. 103.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH14A .25 1 FLOW 186. 183. 180. 179.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCH14A .25 1 FLOW 182. 179. 177. 176.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CAL16 2.33 1 FLOW 1526. 1506. 1489. 1474.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCAL16 2.33 1 FLOW 1525. 1505. 1488. 1473.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCAL16 7.15 1 FLOW 3667. 3612. 3569. 3530.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCAL16 7.15 1 FLOW 3658. 3603. 3561. 3521.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ AL90-C .17 1 FLOW 140. 138. 137. 135.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CAL90-C 7.32 1 FLOW 3789. 3732. 3689. 3648.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCAL90-C 7.32 1 FLOW 3772. 3715. 3671. 3632.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ MEDB .23 1 FLOW 189. 186. 183. 180.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ MEADOWIN 7.55 1 FLOW 3886. 3828. 3781. 3742.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ MEADOWDB 7.55 1 FLOW 1349. 1333. 1320. 1310.

TIME 5.25 5.25 5.25 5.25

 

** PEAK STAGES IN FEET **

1 STAGE 2111.06 2110.89 2110.75 2110.64

TIME 5.25 5.25 5.25 5.25

 

ROUTED TO

+ MEADOWOT 7.55 1 FLOW 1348. 1332. 1320. 1309.

TIME 5.25 5.25 5.25 5.25

 

HYDROGRAPH AT

+ DAL00A .00 1 FLOW 147. 143. 139. 136.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RDAL00A .00 1 FLOW 146. 142. 138. 135.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL00A .47 1 FLOW 359. 353. 349. 345.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL00A-C .23 1 FLOW 202. 199. 197. 195.

TIME 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ RAINBWIN .70 1 FLOW 706. 692. 682. 673.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RAINBWDB .70 1 FLOW 80. 79. 79. 79.

TIME 5.42 5.42 5.42 5.42

 

** PEAK STAGES IN FEET **

1 STAGE 2378.65 2378.35 2378.12 2377.91

TIME 5.42 5.42 5.42 5.42

 

ROUTED TO

+ RAINBWOT .70 1 FLOW 80. 79. 79. 79.

TIME 5.42 5.42 5.42 5.42

 

HYDROGRAPH AT

+ LC01-C .09 1 FLOW 75. 74. 73. 72.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CLC01-C .79 1 FLOW 134. 132. 131. 130.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCLC01-C .79 1 FLOW 135. 133. 131. 130.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WA02-C .27 1 FLOW 216. 212. 210. 208.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWA02-C 1.06 1 FLOW 345. 340. 336. 332.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL01B-C .37 1 FLOW 257. 253. 250. 247.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCWA02-C 1.43 1 FLOW 599. 590. 582. 576.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCWA02C 1.43 1 FLOW 596. 588. 582. 574.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LC11-C .38 1 FLOW 294. 290. 286. 283.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CLC11-C 1.81 1 FLOW 883. 870. 860. 849.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCLC11-C 1.81 1 FLOW 880. 867. 857. 847.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LC14-C .32 1 FLOW 220. 217. 214. 212.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CLC14-C 2.13 1 FLOW 1100. 1084. 1072. 1058.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WA10-C .45 1 FLOW 289. 284. 280. 276.

TIME 3.75 3.75 3.75 3.75

 

DIVERSION TO

+ WA10NW .45 1 FLOW 39. 34. 30. 26.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ WA10D .45 1 FLOW 250. 250. 250. 250.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RWA10D .45 1 FLOW 251. 251. 251. 251.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCLC14-C 2.58 1 FLOW 1350. 1334. 1322. 1309.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCLC14 2.58 1 FLOW 1347. 1322. 1312. 1302.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CRMEDET 10.13 1 FLOW 2336. 2302. 2282. 2261.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCRMEDET 10.13 1 FLOW 2333. 2299. 2279. 2259.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LC16-C .31 1 FLOW 212. 209. 206. 203.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ OG011AC2 .12 1 FLOW 115. 114. 112. 111.

TIME 3.58 3.58 3.58 3.58

 

DIVERSION TO

+ OG011D .12 1 FLOW 70. 69. 67. 66.

TIME 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ OG011AD .12 1 FLOW 45. 45. 45. 45.

TIME 3.33 3.33 3.33 3.33

 

ROUTED TO

+ ROG011AD .12 1 FLOW 46. 46. 46. 46.

TIME 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ WA01-C .19 1 FLOW 158. 155. 153. 151.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CWA01-C .31 1 FLOW 202. 200. 198. 196.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RWA01 .31 1 FLOW 204. 202. 200. 198.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WA04-C .20 1 FLOW 112. 110. 108. 107.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CWA04-C .51 1 FLOW 314. 310. 306. 303.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCWA04 .51 1 FLOW 312. 309. 306. 301.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ WA09-C .10 1 FLOW 77. 76. 75. 74.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWA09-C .61 1 FLOW 381. 377. 373. 367.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCWA09 .61 1 FLOW 380. 376. 372. 366.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ WA10NW .00 1 FLOW 39. 34. 30. 26.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWA10NW .61 1 FLOW 401. 391. 380. 371.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCWA10NW .61 1 FLOW 399. 390. 380. 371.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ WA13-C .33 1 FLOW 277. 272. 269. 266.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CWA13-C .95 1 FLOW 604. 590. 576. 564.

TIME 3.83 3.83 3.83 3.83

 

DIVERSION TO

+ WA13NW .95 1 FLOW 239. 233. 227. 222.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WA13D .95 1 FLOW 365. 357. 349. 341.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RWA13D .95 1 FLOW 358. 352. 344. 336.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CLC16-C 1.26 1 FLOW 560. 547. 535. 526.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCLC16-C 11.39 1 FLOW 2849. 2804. 2774. 2744.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCLC16 11.39 1 FLOW 2836. 2790. 2767. 2733.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LC20-C .17 1 FLOW 115. 114. 112. 111.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CLC20-C 11.56 1 FLOW 2947. 2900. 2875. 2840.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCLC20-C 11.56 1 FLOW 2943. 2894. 2869. 2835.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCAL93 12.27 1 FLOW 3431. 3375. 3343. 3304.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCAL93 12.27 1 FLOW 3421. 3370. 3329. 3293.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LC21 .60 1 FLOW 422. 416. 412. 408.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CLC21 12.87 1 FLOW 3842. 3785. 3740. 3699.

TIME 4.00 4.00 4.00 4.00

 

DIVERSION TO

+ DLVOE 12.87 1 FLOW 972. 915. 870. 829.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ DCLC21 12.87 1 FLOW 2870. 2870. 2870. 2870.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RDCLC21 12.87 1 FLOW 2870. 2870. 2870. 2870.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ V1-C .28 1 FLOW 229. 226. 223. 221.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH59-C .34 1 FLOW 248. 245. 242. 240.

TIME 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DFLAM .34 1 FLOW 26. 23. 20. 18.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCH59-C .34 1 FLOW 222. 222. 222. 222.

TIME 3.75 3.75 3.75 3.83

 

DIVERSION TO

+ DBN03 .34 1 FLOW 55. 55. 55. 55.

TIME 3.75 3.75 3.75 3.83

 

HYDROGRAPH AT

+ DDCH59-C .34 1 FLOW 167. 167. 167. 167.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RDDCH59 .34 1 FLOW 168. 168. 168. 168.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CV1-C 13.49 1 FLOW 3254. 3251. 3248. 3246.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCV1-C 13.49 1 FLOW 3237. 3232. 3229. 3228.

TIME 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ X-C1 .28 1 FLOW 236. 232. 230. 227.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CX-C1 13.77 1 FLOW 3432. 3424. 3417. 3411.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCX-C1 13.77 1 FLOW 3408. 3398. 3391. 3387.

TIME 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ M .27 1 FLOW 180. 177. 175. 173.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RM .27 1 FLOW 180. 177. 175. 173.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ N-C .26 1 FLOW 168. 165. 163. 161.

TIME 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CN-C 14.30 1 FLOW 3731. 3720. 3711. 3703.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCN-C 14.30 1 FLOW 3727. 3714. 3704. 3696.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ P-C .31 1 FLOW 189. 185. 183. 181.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CP-C 14.61 1 FLOW 3907. 3891. 3879. 3869.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCP-C 14.61 1 FLOW 3895. 3876. 3862. 3852.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ Q-C .26 1 FLOW 142. 140. 138. 136.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CQ-C 14.86 1 FLOW 4033. 4011. 3996. 3984.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCQ-C 14.86 1 FLOW 4010. 3989. 3973. 3962.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LVW01-C .24 1 FLOW 119. 116. 115. 113.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CLVW01-C 15.10 1 FLOW 4124. 4101. 4083. 4070.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ DLVOE .00 1 FLOW 972. 915. 870. 829.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RDLVOE .00 1 FLOW 943. 889. 847. 808.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ H-C1 .29 1 FLOW 257. 253. 250. 248.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CH-C1 .29 1 FLOW 1079. 1020. 967. 928.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCH-C1 .29 1 FLOW 1075. 1021. 950. 927.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ E-C .61 1 FLOW 372. 366. 360. 356.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CE-C .90 1 FLOW 1375. 1302. 1222. 1195.

TIME 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCE-C .90 1 FLOW 1355. 1295. 1215. 1181.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ G .23 1 FLOW 117. 115. 113. 112.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CG 1.13 1 FLOW 1451. 1389. 1308. 1272.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCG 1.13 1 FLOW 1409. 1336. 1261. 1230.

TIME 4.08 4.08 4.17 4.17

 

HYDROGRAPH AT

+ K-C1 .32 1 FLOW 155. 152. 149. 147.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CK-C1 1.45 1 FLOW 1554. 1477. 1388. 1355.

TIME 4.08 4.08 4.17 4.17

 

ROUTED TO

+ RCK-C1 1.45 1 FLOW 1541. 1469. 1386. 1356.

TIME 4.17 4.17 4.17 4.17

 

2 COMBINED AT

+ CCLVW01C 16.56 1 FLOW 5461. 5375. 5280. 5241.

TIME 4.08 4.17 4.17 4.17

 

ROUTED TO

+ RCCLVW01 16.56 1 FLOW 5457. 5370. 5272. 5232.

TIME 4.25 4.25 4.25 4.25

 

HYDROGRAPH AT

+ BN06-C .34 1 FLOW 306. 301. 297. 294.

TIME 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ BN03-C .41 1 FLOW 272. 267. 263. 260.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DBN03 .00 1 FLOW 55. 55. 55. 55.

TIME 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RDBN03 .00 1 FLOW 58. 56. 55. 57.

TIME 4.08 4.08 4.17 4.08

 

3 COMBINED AT

+ CBN03 .75 1 FLOW 549. 540. 532. 526.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBN03 .75 1 FLOW 540. 530. 522. 517.

TIME 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BN08 .21 1 FLOW 160. 158. 156. 154.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CBN08 .96 1 FLOW 688. 676. 666. 659.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBN08 .96 1 FLOW 684. 673. 664. 655.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BN09 .23 1 FLOW 117. 115. 113. 111.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN09 1.20 1 FLOW 797. 783. 773. 762.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCBN09 1.20 1 FLOW 783. 768. 758. 749.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BN10-C .26 1 FLOW 166. 164. 161. 159.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN10-C 1.45 1 FLOW 946. 928. 915. 904.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCBN10-C 1.45 1 FLOW 947. 928. 915. 903.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ BN12-C .32 1 FLOW 197. 194. 191. 189.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN12-C 1.78 1 FLOW 1144. 1122. 1106. 1092.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCBN12-C 1.78 1 FLOW 1124. 1101. 1086. 1071.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ BN15-C .28 1 FLOW 167. 164. 161. 159.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN15-C 2.06 1 FLOW 1290. 1265. 1247. 1230.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCBN15-C 18.62 1 FLOW 6408. 6286. 6179. 6124.

TIME 4.17 4.17 4.17 4.17

 

ROUTED TO

+ RCBN15-C 18.62 1 FLOW 6394. 6275. 6173. 6120.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ CA03 .34 1 FLOW 248. 244. 240. 237.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCA03 .34 1 FLOW 251. 247. 244. 241.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA04-C .37 1 FLOW 251. 247. 244. 241.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA04 .72 1 FLOW 502. 494. 487. 482.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA04 .72 1 FLOW 498. 490. 483. 478.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA05 .24 1 FLOW 185. 182. 180. 178.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCA05 .96 1 FLOW 681. 670. 661. 654.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA05 .96 1 FLOW 675. 663. 654. 647.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA06-C .40 1 FLOW 212. 208. 205. 202.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA06 1.36 1 FLOW 887. 871. 859. 849.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA06 1.36 1 FLOW 876. 856. 846. 840.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CA08-C .26 1 FLOW 182. 179. 177. 175.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA08-C 1.61 1 FLOW 1049. 1026. 1014. 1006.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCA08-C 1.61 1 FLOW 1042. 1019. 1010. 997.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CA10-C .19 1 FLOW 129. 127. 125. 124.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA10-C 1.81 1 FLOW 1168. 1143. 1132. 1118.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCCA10-C 20.42 1 FLOW 7366. 7251. 7157. 7094.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCCCA10C 20.42 1 FLOW 7354. 7241. 7150. 7086.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ ST01-C .25 1 FLOW 156. 153. 151. 150.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RST01-C .25 1 FLOW 155. 153. 151. 149.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ ST03-C .22 1 FLOW 131. 128. 127. 125.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CST03-C .47 1 FLOW 267. 263. 259. 256.

TIME 4.08 4.08 4.08 4.08

 

2 COMBINED AT

+ CCST03-C 20.89 1 FLOW 7621. 7504. 7409. 7342.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCCST03C 20.89 1 FLOW 7598. 7474. 7376. 7303.

TIME 4.17 4.17 4.08 4.17

 

HYDROGRAPH AT

+ CH70-C .26 1 FLOW 175. 173. 170. 169.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH73 .14 1 FLOW 153. 151. 149. 147.

TIME 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CCH73-C .40 1 FLOW 273. 268. 265. 262.

TIME 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCH73 .40 1 FLOW 275. 271. 267. 264.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH75-C .36 1 FLOW 218. 214. 211. 209.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH75-C .76 1 FLOW 479. 471. 465. 460.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH76 .14 1 FLOW 115. 113. 112. 111.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH76 .89 1 FLOW 588. 579. 571. 565.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH76 .89 1 FLOW 578. 569. 567. 559.

TIME 3.92 3.92 3.83 3.92

 

HYDROGRAPH AT

+ CH77-C .45 1 FLOW 271. 267. 264. 261.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH77-C 1.34 1 FLOW 849. 836. 828. 820.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCCH77-C 22.23 1 FLOW 8359. 8224. 8130. 8049.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCCCH73 22.23 1 FLOW 8336. 8202. 8105. 8026.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ CH91-C .13 1 FLOW 128. 126. 125. 124.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCH91-C .13 1 FLOW 129. 127. 126. 124.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH92-C .22 1 FLOW 165. 163. 160. 159.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH92-C .35 1 FLOW 286. 281. 278. 275.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH92-C .35 1 FLOW 285. 281. 278. 274.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH93 .27 1 FLOW 180. 177. 175. 172.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCH93 .27 1 FLOW 180. 177. 174. 172.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH94 .36 1 FLOW 161. 158. 155. 153.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCH94 .63 1 FLOW 340. 334. 329. 325.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCCH94 .98 1 FLOW 606. 596. 587. 580.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCCH94 .98 1 FLOW 601. 592. 583. 576.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ NEL06-C .32 1 FLOW 186. 183. 180. 178.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CNEL06 1.30 1 FLOW 781. 769. 758. 749.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCNEL06 23.53 1 FLOW 9072. 8928. 8820. 8733.

TIME 4.08 4.08 4.08 4.08

1

SUMMARY OF KINEMATIC WAVE - MUSKINGUM-CUNGE ROUTING

(FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW)

INTERPOLATED TO

COMPUTATION INTERVAL

ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME

PEAK PEAK

(MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN)

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 114.61 235.00 .70 5.00 114.61 235.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1217E+02 EXCESS= .0000E+00 OUTFLOW= .1217E+02 BASIN STORAGE= .2073E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 111.64 235.00 .69 5.00 111.64 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1187E+02 EXCESS= .0000E+00 OUTFLOW= .1188E+02 BASIN STORAGE= .2048E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 109.28 235.00 .67 5.00 109.28 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1164E+02 EXCESS= .0000E+00 OUTFLOW= .1164E+02 BASIN STORAGE= .2028E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 107.22 235.00 .66 5.00 107.22 235.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+02 EXCESS= .0000E+00 OUTFLOW= .1144E+02 BASIN STORAGE= .2011E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 213.79 240.00 .77 5.00 213.79 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2321E+02 BASIN STORAGE= .1671E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 208.60 240.00 .75 5.00 208.60 240.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2267E+02 EXCESS= .0000E+00 OUTFLOW= .2267E+02 BASIN STORAGE= .1653E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 204.46 240.00 .74 5.00 204.46 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2224E+02 EXCESS= .0000E+00 OUTFLOW= .2224E+02 BASIN STORAGE= .1638E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 200.84 240.00 .73 5.00 200.84 240.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2186E+02 EXCESS= .0000E+00 OUTFLOW= .2187E+02 BASIN STORAGE= .1626E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 4.94 367.31 241.82 1.00 5.00 366.60 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4374E+02 EXCESS= .0000E+00 OUTFLOW= .4375E+02 BASIN STORAGE= .6556E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 4.98 362.47 238.96 .98 5.00 360.64 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4286E+02 EXCESS= .0000E+00 OUTFLOW= .4288E+02 BASIN STORAGE= .6687E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 358.66 240.00 .96 5.00 358.66 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4217E+02 EXCESS= .0000E+00 OUTFLOW= .4218E+02 BASIN STORAGE= .5855E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 353.13 240.00 .95 5.00 353.13 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4156E+02 EXCESS= .0000E+00 OUTFLOW= .4157E+02 BASIN STORAGE= .5821E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.22 478.87 239.95 .45 5.00 478.82 240.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3228E+02 EXCESS= .0000E+00 OUTFLOW= .3228E+02 BASIN STORAGE= .1870E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.23 467.53 239.71 .43 5.00 467.41 240.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3109E+02 EXCESS= .0000E+00 OUTFLOW= .3109E+02 BASIN STORAGE= .2371E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.24 461.40 239.71 .42 5.00 461.30 240.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3018E+02 EXCESS= .0000E+00 OUTFLOW= .3019E+02 BASIN STORAGE= .1741E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.25 452.47 240.35 .41 5.00 452.16 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2936E+02 EXCESS= .0000E+00 OUTFLOW= .2936E+02 BASIN STORAGE= .1581E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 72.71 255.00 1.24 5.00 72.71 255.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8293E+01 EXCESS= .0000E+00 OUTFLOW= .8300E+01 BASIN STORAGE= .3898E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 71.43 255.00 1.21 5.00 71.43 255.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8140E+01 EXCESS= .0000E+00 OUTFLOW= .8146E+01 BASIN STORAGE= .5324E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 70.42 255.00 1.19 5.00 70.42 255.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8018E+01 EXCESS= .0000E+00 OUTFLOW= .8024E+01 BASIN STORAGE= .5289E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 69.52 255.00 1.18 5.00 69.52 255.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7911E+01 EXCESS= .0000E+00 OUTFLOW= .7917E+01 BASIN STORAGE= .5206E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 1.99 702.31 240.41 .71 5.00 701.31 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6589E+02 EXCESS= .0000E+00 OUTFLOW= .6588E+02 BASIN STORAGE= .3346E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.00 686.94 240.53 .69 5.00 685.75 240.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6416E+02 EXCESS= .0000E+00 OUTFLOW= .6416E+02 BASIN STORAGE= .3015E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.02 678.26 241.83 .68 5.00 677.13 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6284E+02 EXCESS= .0000E+00 OUTFLOW= .6283E+02 BASIN STORAGE= .3193E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.03 666.12 241.51 .66 5.00 664.61 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6163E+02 EXCESS= .0000E+00 OUTFLOW= .6162E+02 BASIN STORAGE= .3188E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 147.70 235.00 1.00 5.00 147.70 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+02 EXCESS= .0000E+00 OUTFLOW= .1415E+02 BASIN STORAGE= .2972E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 144.70 235.00 .98 5.00 144.70 235.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1385E+02 EXCESS= .0000E+00 OUTFLOW= .1386E+02 BASIN STORAGE= .2884E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 142.31 235.00 .97 5.00 142.31 235.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1362E+02 EXCESS= .0000E+00 OUTFLOW= .1363E+02 BASIN STORAGE= .2862E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 140.21 235.00 .95 5.00 140.21 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1342E+02 EXCESS= .0000E+00 OUTFLOW= .1342E+02 BASIN STORAGE= .2760E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 169.67 245.00 .56 5.00 169.67 245.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1713E+02 EXCESS= .0000E+00 OUTFLOW= .1714E+02 BASIN STORAGE= .3177E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 165.91 245.00 .55 5.00 165.91 245.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1681E+02 EXCESS= .0000E+00 OUTFLOW= .1681E+02 BASIN STORAGE= .3073E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 162.90 245.00 .54 5.00 162.90 245.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1655E+02 EXCESS= .0000E+00 OUTFLOW= .1655E+02 BASIN STORAGE= .3054E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 160.27 245.00 .53 5.00 160.27 245.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+02 EXCESS= .0000E+00 OUTFLOW= .1633E+02 BASIN STORAGE= .3007E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .39 1105.78 240.27 .82 5.00 1105.51 240.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1167E+03 EXCESS= .0000E+00 OUTFLOW= .1167E+03 BASIN STORAGE= .7117E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .39 1082.86 240.32 .80 5.00 1082.77 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1142E+03 EXCESS= .0000E+00 OUTFLOW= .1142E+03 BASIN STORAGE= .7185E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .40 1068.54 240.03 .79 5.00 1068.33 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1122E+03 EXCESS= .0000E+00 OUTFLOW= .1122E+03 BASIN STORAGE= .7169E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .40 1050.86 240.05 .77 5.00 1050.58 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1104E+03 EXCESS= .0000E+00 OUTFLOW= .1104E+03 BASIN STORAGE= .7230E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.23 233.69 229.85 1.14 5.00 233.43 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2481E+02 EXCESS= .0000E+00 OUTFLOW= .2481E+02 BASIN STORAGE= .2670E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.24 229.53 228.49 1.12 5.00 228.16 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2434E+02 EXCESS= .0000E+00 OUTFLOW= .2433E+02 BASIN STORAGE= .2824E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.25 226.46 229.20 1.10 5.00 225.11 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2395E+02 EXCESS= .0000E+00 OUTFLOW= .2395E+02 BASIN STORAGE= .3037E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.25 222.87 229.84 1.09 5.00 222.60 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2362E+02 EXCESS= .0000E+00 OUTFLOW= .2362E+02 BASIN STORAGE= .2587E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 148.62 240.00 1.18 5.00 148.62 240.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1592E+02 EXCESS= .0000E+00 OUTFLOW= .1592E+02 BASIN STORAGE= .2531E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 145.90 240.00 1.15 5.00 145.90 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1562E+02 EXCESS= .0000E+00 OUTFLOW= .1562E+02 BASIN STORAGE= .2508E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 143.72 240.00 1.14 5.00 143.72 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1537E+02 EXCESS= .0000E+00 OUTFLOW= .1538E+02 BASIN STORAGE= .2489E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 141.82 240.00 1.12 5.00 141.82 240.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1516E+02 EXCESS= .0000E+00 OUTFLOW= .1517E+02 BASIN STORAGE= .2472E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 290.45 235.00 1.30 5.00 290.45 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3053E+02 EXCESS= .0000E+00 OUTFLOW= .3054E+02 BASIN STORAGE= .2567E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 285.40 235.00 1.28 5.00 285.40 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2999E+02 EXCESS= .0000E+00 OUTFLOW= .2999E+02 BASIN STORAGE= .2544E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 281.37 235.00 1.26 5.00 281.37 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2955E+02 EXCESS= .0000E+00 OUTFLOW= .2956E+02 BASIN STORAGE= .2526E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 277.84 235.00 1.24 5.00 277.84 235.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2917E+02 EXCESS= .0000E+00 OUTFLOW= .2918E+02 BASIN STORAGE= .2510E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.47 433.72 235.29 1.40 5.00 433.22 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4836E+02 EXCESS= .0000E+00 OUTFLOW= .4836E+02 BASIN STORAGE= .2018E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.48 426.48 235.38 1.38 5.00 425.86 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4753E+02 EXCESS= .0000E+00 OUTFLOW= .4753E+02 BASIN STORAGE= .1948E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.49 420.72 235.16 1.36 5.00 420.39 235.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4687E+02 EXCESS= .0000E+00 OUTFLOW= .4687E+02 BASIN STORAGE= .1976E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.50 415.66 236.29 1.34 5.00 415.25 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4629E+02 EXCESS= .0000E+00 OUTFLOW= .4629E+02 BASIN STORAGE= .2055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.12 765.83 236.35 1.34 5.00 762.92 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8703E+02 EXCESS= .0000E+00 OUTFLOW= .8702E+02 BASIN STORAGE= .1920E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.13 752.43 235.76 1.32 5.00 749.26 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8550E+02 EXCESS= .0000E+00 OUTFLOW= .8550E+02 BASIN STORAGE= .1831E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.13 742.59 235.92 1.30 5.00 739.14 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8428E+02 EXCESS= .0000E+00 OUTFLOW= .8428E+02 BASIN STORAGE= .1972E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.14 733.43 235.97 1.29 5.00 729.95 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8322E+02 EXCESS= .0000E+00 OUTFLOW= .8321E+02 BASIN STORAGE= .1856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 200.91 235.00 -1.00 5.00 200.91 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 198.25 235.00 -1.00 5.00 198.25 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 196.12 235.00 -1.00 5.00 196.12 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 194.25 235.00 -1.00 5.00 194.25 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.34 1276.33 233.98 1.56 5.00 1275.89 235.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1509E+03 EXCESS= .0000E+00 OUTFLOW= .1509E+03 BASIN STORAGE= .4856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.36 1256.31 235.60 1.53 5.00 1253.98 235.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1483E+03 EXCESS= .0000E+00 OUTFLOW= .1483E+03 BASIN STORAGE= .5598E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.37 1240.16 234.50 1.51 5.00 1239.09 235.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1462E+03 EXCESS= .0000E+00 OUTFLOW= .1462E+03 BASIN STORAGE= .5152E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.38 1224.76 235.60 1.49 5.00 1222.07 235.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1443E+03 EXCESS= .0000E+00 OUTFLOW= .1443E+03 BASIN STORAGE= .5106E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.03 2595.22 236.57 1.15 5.00 2578.25 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3003E+03 EXCESS= .0000E+00 OUTFLOW= .3003E+03 BASIN STORAGE= .2853E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.04 2548.89 236.28 1.13 5.00 2529.69 235.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2945E+03 EXCESS= .0000E+00 OUTFLOW= .2945E+03 BASIN STORAGE= .2707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.04 2513.79 236.52 1.12 5.00 2495.45 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2901E+03 EXCESS= .0000E+00 OUTFLOW= .2901E+03 BASIN STORAGE= .2696E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.05 2476.53 236.86 1.10 5.00 2458.99 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2860E+03 EXCESS= .0000E+00 OUTFLOW= .2860E+03 BASIN STORAGE= .2637E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 140.15 229.95 1.51 5.00 140.13 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2049E+02 EXCESS= .0000E+00 OUTFLOW= .2049E+02 BASIN STORAGE= .2417E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 140.18 229.95 1.49 5.00 140.16 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2025E+02 EXCESS= .0000E+00 OUTFLOW= .2025E+02 BASIN STORAGE= .2394E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 140.13 229.95 1.47 5.00 140.11 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2006E+02 EXCESS= .0000E+00 OUTFLOW= .2006E+02 BASIN STORAGE= .2375E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 139.00 230.25 1.46 5.00 138.93 230.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1988E+02 EXCESS= .0000E+00 OUTFLOW= .1988E+02 BASIN STORAGE= .2784E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.09 357.64 231.58 1.66 5.00 356.45 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4741E+02 EXCESS= .0000E+00 OUTFLOW= .4741E+02 BASIN STORAGE= .1075E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.09 355.06 232.19 1.64 5.00 353.33 230.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4678E+02 EXCESS= .0000E+00 OUTFLOW= .4678E+02 BASIN STORAGE= .1150E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.10 351.85 232.70 1.62 5.00 350.16 230.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4627E+02 EXCESS= .0000E+00 OUTFLOW= .4627E+02 BASIN STORAGE= .1001E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.10 348.24 231.28 1.60 5.00 347.03 230.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4582E+02 EXCESS= .0000E+00 OUTFLOW= .4581E+02 BASIN STORAGE= .1100E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .87 2927.70 235.81 1.20 5.00 2912.29 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3478E+03 EXCESS= .0000E+00 OUTFLOW= .3478E+03 BASIN STORAGE= .2381E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .87 2875.73 236.63 1.18 5.00 2859.76 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3414E+03 EXCESS= .0000E+00 OUTFLOW= .3414E+03 BASIN STORAGE= .2385E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .88 2839.83 236.09 1.17 5.00 2822.17 235.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3365E+03 EXCESS= .0000E+00 OUTFLOW= .3365E+03 BASIN STORAGE= .2531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .88 2799.85 236.55 1.15 5.00 2783.19 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3320E+03 EXCESS= .0000E+00 OUTFLOW= .3320E+03 BASIN STORAGE= .2359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.07 286.15 240.08 1.57 5.00 286.14 240.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3682E+02 EXCESS= .0000E+00 OUTFLOW= .3682E+02 BASIN STORAGE= .1090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.08 281.73 236.92 1.54 5.00 280.50 240.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3622E+02 EXCESS= .0000E+00 OUTFLOW= .3623E+02 BASIN STORAGE= .9037E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.10 278.92 237.66 1.52 5.00 276.69 240.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3575E+02 EXCESS= .0000E+00 OUTFLOW= .3575E+02 BASIN STORAGE= .1120E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.11 276.72 238.32 1.50 5.00 274.17 240.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3534E+02 EXCESS= .0000E+00 OUTFLOW= .3534E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .71 3294.48 235.74 1.24 5.00 3278.19 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4005E+03 EXCESS= .0000E+00 OUTFLOW= .4005E+03 BASIN STORAGE= .2060E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .72 3235.94 236.00 1.22 5.00 3218.39 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3933E+03 EXCESS= .0000E+00 OUTFLOW= .3933E+03 BASIN STORAGE= .2040E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .72 3194.77 235.77 1.21 5.00 3178.19 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3877E+03 EXCESS= .0000E+00 OUTFLOW= .3877E+03 BASIN STORAGE= .2003E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .72 3151.76 236.34 1.19 5.00 3137.96 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3826E+03 EXCESS= .0000E+00 OUTFLOW= .3826E+03 BASIN STORAGE= .2154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .81 3409.42 235.93 1.26 5.00 3391.27 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4183E+03 EXCESS= .0000E+00 OUTFLOW= .4183E+03 BASIN STORAGE= .2356E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .82 3347.73 236.03 1.23 5.00 3328.90 235.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4108E+03 EXCESS= .0000E+00 OUTFLOW= .4108E+03 BASIN STORAGE= .2529E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .82 3305.37 236.39 1.22 5.00 3286.89 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4050E+03 EXCESS= .0000E+00 OUTFLOW= .4050E+03 BASIN STORAGE= .2369E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .83 3260.88 236.05 1.20 5.00 3244.93 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3996E+03 EXCESS= .0000E+00 OUTFLOW= .3996E+03 BASIN STORAGE= .2454E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.75 163.52 232.81 1.77 5.00 163.28 230.00 1.77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1914E+02 EXCESS= .0000E+00 OUTFLOW= .1915E+02 BASIN STORAGE= .4326E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.78 163.30 229.34 1.75 5.00 162.85 230.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1889E+02 EXCESS= .0000E+00 OUTFLOW= .1890E+02 BASIN STORAGE= .4852E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.80 161.77 230.39 1.72 5.00 161.13 230.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1866E+02 EXCESS= .0000E+00 OUTFLOW= .1867E+02 BASIN STORAGE= .4287E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.82 159.30 231.32 1.70 5.00 157.91 230.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1844E+02 EXCESS= .0000E+00 OUTFLOW= .1845E+02 BASIN STORAGE= .5271E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.50 3682.34 237.28 1.29 5.00 3655.91 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4585E+03 EXCESS= .0000E+00 OUTFLOW= .4585E+03 BASIN STORAGE= .4421E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.51 3616.20 237.47 1.27 5.00 3592.08 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4504E+03 EXCESS= .0000E+00 OUTFLOW= .4504E+03 BASIN STORAGE= .4475E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.52 3573.77 237.13 1.25 5.00 3547.25 240.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4441E+03 EXCESS= .0000E+00 OUTFLOW= .4441E+03 BASIN STORAGE= .4546E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.53 3526.41 236.93 1.23 5.00 3502.73 240.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4383E+03 EXCESS= .0000E+00 OUTFLOW= .4383E+03 BASIN STORAGE= .4504E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 119.64 235.00 1.59 5.00 119.64 235.00 1.59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1424E+02 EXCESS= .0000E+00 OUTFLOW= .1425E+02 BASIN STORAGE= .1099E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 117.84 235.00 1.56 5.00 117.84 235.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1402E+02 EXCESS= .0000E+00 OUTFLOW= .1402E+02 BASIN STORAGE= .1089E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 116.40 235.00 1.54 5.00 116.40 235.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1383E+02 EXCESS= .0000E+00 OUTFLOW= .1384E+02 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 115.14 235.00 1.53 5.00 115.14 235.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1368E+02 EXCESS= .0000E+00 OUTFLOW= .1368E+02 BASIN STORAGE= .1073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.25 340.20 240.46 1.60 5.00 339.94 240.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4654E+02 EXCESS= .0000E+00 OUTFLOW= .4654E+02 BASIN STORAGE= .1451E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.26 335.05 240.65 1.58 5.00 334.80 240.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4580E+02 EXCESS= .0000E+00 OUTFLOW= .4580E+02 BASIN STORAGE= .1519E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.27 331.02 240.57 1.56 5.00 330.73 240.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4521E+02 EXCESS= .0000E+00 OUTFLOW= .4521E+02 BASIN STORAGE= .1504E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.27 327.54 240.34 1.54 5.00 327.27 240.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4470E+02 EXCESS= .0000E+00 OUTFLOW= .4470E+02 BASIN STORAGE= .1519E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.44 537.12 236.55 1.57 5.00 536.54 235.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7139E+02 EXCESS= .0000E+00 OUTFLOW= .7139E+02 BASIN STORAGE= .3598E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.45 529.72 235.57 1.55 5.00 528.56 235.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7025E+02 EXCESS= .0000E+00 OUTFLOW= .7025E+02 BASIN STORAGE= .3388E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.47 522.23 236.74 1.53 5.00 521.83 235.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6932E+02 EXCESS= .0000E+00 OUTFLOW= .6933E+02 BASIN STORAGE= .3331E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.48 517.85 235.28 1.51 5.00 517.12 235.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6854E+02 EXCESS= .0000E+00 OUTFLOW= .6854E+02 BASIN STORAGE= .3353E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.31 4368.58 239.31 1.33 5.00 4362.08 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5542E+03 EXCESS= .0000E+00 OUTFLOW= .5541E+03 BASIN STORAGE= .4222E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.32 4293.76 239.70 1.30 5.00 4289.41 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5446E+03 EXCESS= .0000E+00 OUTFLOW= .5445E+03 BASIN STORAGE= .4547E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.32 4240.09 239.56 1.29 5.00 4234.61 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5371E+03 EXCESS= .0000E+00 OUTFLOW= .5370E+03 BASIN STORAGE= .4402E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.33 4187.19 239.46 1.27 5.00 4181.84 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5302E+03 EXCESS= .0000E+00 OUTFLOW= .5302E+03 BASIN STORAGE= .4336E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 151.17 230.00 1.37 5.00 151.17 230.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1523E+02 EXCESS= .0000E+00 OUTFLOW= .1523E+02 BASIN STORAGE= .1950E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 148.56 230.00 1.34 5.00 148.56 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1496E+02 EXCESS= .0000E+00 OUTFLOW= .1497E+02 BASIN STORAGE= .1933E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 146.47 230.00 1.32 5.00 146.47 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1475E+02 EXCESS= .0000E+00 OUTFLOW= .1476E+02 BASIN STORAGE= .1919E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 144.65 230.00 1.31 5.00 144.65 230.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1457E+02 EXCESS= .0000E+00 OUTFLOW= .1457E+02 BASIN STORAGE= .1907E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.50 4609.06 238.97 1.32 5.00 4606.69 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5850E+03 EXCESS= .0000E+00 OUTFLOW= .5849E+03 BASIN STORAGE= .5006E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.51 4530.37 239.07 1.30 5.00 4528.10 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5749E+03 EXCESS= .0000E+00 OUTFLOW= .5748E+03 BASIN STORAGE= .5237E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.52 4472.65 240.30 1.28 5.00 4472.23 240.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5669E+03 EXCESS= .0000E+00 OUTFLOW= .5668E+03 BASIN STORAGE= .5240E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.53 4420.27 239.98 1.27 5.00 4420.01 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5597E+03 EXCESS= .0000E+00 OUTFLOW= .5596E+03 BASIN STORAGE= .5366E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 189.29 235.00 1.57 5.00 189.29 235.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1978E+02 EXCESS= .0000E+00 OUTFLOW= .1979E+02 BASIN STORAGE= .2466E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 186.47 235.00 1.54 5.00 186.47 235.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1947E+02 EXCESS= .0000E+00 OUTFLOW= .1948E+02 BASIN STORAGE= .2446E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 184.21 235.00 1.52 5.00 184.21 235.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1921E+02 EXCESS= .0000E+00 OUTFLOW= .1922E+02 BASIN STORAGE= .2429E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 182.23 235.00 1.50 5.00 182.23 235.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1899E+02 EXCESS= .0000E+00 OUTFLOW= .1900E+02 BASIN STORAGE= .2415E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .46 391.42 230.13 1.52 5.00 391.12 230.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4259E+02 EXCESS= .0000E+00 OUTFLOW= .4259E+02 BASIN STORAGE= .5521E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .46 385.33 230.23 1.49 5.00 384.88 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4189E+02 EXCESS= .0000E+00 OUTFLOW= .4189E+02 BASIN STORAGE= .5542E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .46 380.54 230.50 1.47 5.00 380.03 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4133E+02 EXCESS= .0000E+00 OUTFLOW= .4133E+02 BASIN STORAGE= .5701E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .46 375.96 230.17 1.45 5.00 375.58 230.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4084E+02 EXCESS= .0000E+00 OUTFLOW= .4084E+02 BASIN STORAGE= .5722E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 119.11 245.00 .64 5.00 119.11 245.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1474E+02 EXCESS= .0000E+00 OUTFLOW= .1473E+02 BASIN STORAGE= .1779E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 116.77 245.00 .63 5.00 116.77 245.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1444E+02 EXCESS= .0000E+00 OUTFLOW= .1444E+02 BASIN STORAGE= .1760E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 114.91 245.00 .62 5.00 114.91 245.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1421E+02 EXCESS= .0000E+00 OUTFLOW= .1420E+02 BASIN STORAGE= .1744E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 113.29 245.00 .61 5.00 113.29 245.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1400E+02 EXCESS= .0000E+00 OUTFLOW= .1400E+02 BASIN STORAGE= .1730E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE .88 205.02 235.15 .78 5.00 204.95 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2599E+02 EXCESS= .0000E+00 OUTFLOW= .2599E+02 BASIN STORAGE= .8626E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE .89 200.93 235.27 .77 5.00 200.80 235.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2548E+02 EXCESS= .0000E+00 OUTFLOW= .2548E+02 BASIN STORAGE= .8734E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE .90 197.69 235.93 .76 5.00 197.57 235.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2506E+02 EXCESS= .0000E+00 OUTFLOW= .2506E+02 BASIN STORAGE= .8801E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE .90 194.82 235.50 .75 5.00 194.61 235.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2470E+02 EXCESS= .0000E+00 OUTFLOW= .2470E+02 BASIN STORAGE= .8426E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.12 589.69 232.99 1.12 5.00 583.18 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6861E+02 EXCESS= .0000E+00 OUTFLOW= .6861E+02 BASIN STORAGE= .3100E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.13 579.71 232.52 1.10 5.00 573.59 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6739E+02 EXCESS= .0000E+00 OUTFLOW= .6739E+02 BASIN STORAGE= .3196E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.15 570.18 233.85 1.08 5.00 564.82 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6642E+02 EXCESS= .0000E+00 OUTFLOW= .6642E+02 BASIN STORAGE= .3013E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.16 564.09 232.89 1.07 5.00 558.67 235.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6557E+02 EXCESS= .0000E+00 OUTFLOW= .6557E+02 BASIN STORAGE= .3472E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 1.99 5482.41 240.38 1.33 5.00 5480.78 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7016E+03 EXCESS= .0000E+00 OUTFLOW= .7014E+03 BASIN STORAGE= .8175E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.00 5393.78 240.02 1.30 5.00 5393.63 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6895E+03 EXCESS= .0000E+00 OUTFLOW= .6894E+03 BASIN STORAGE= .7873E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.01 5318.83 239.20 1.29 5.00 5315.44 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6800E+03 EXCESS= .0000E+00 OUTFLOW= .6799E+03 BASIN STORAGE= .7204E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.02 5258.59 240.31 1.27 5.00 5255.92 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6714E+03 EXCESS= .0000E+00 OUTFLOW= .6713E+03 BASIN STORAGE= .8246E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 167.67 235.00 1.67 5.00 167.67 235.00 1.67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2104E+02 EXCESS= .0000E+00 OUTFLOW= .2105E+02 BASIN STORAGE= .5780E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 165.21 235.00 1.64 5.00 165.21 235.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2072E+02 EXCESS= .0000E+00 OUTFLOW= .2072E+02 BASIN STORAGE= .5738E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 163.24 235.00 1.62 5.00 163.24 235.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2046E+02 EXCESS= .0000E+00 OUTFLOW= .2046E+02 BASIN STORAGE= .5705E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 161.51 235.00 1.60 5.00 161.51 235.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2023E+02 EXCESS= .0000E+00 OUTFLOW= .2024E+02 BASIN STORAGE= .5675E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .48 5855.05 240.11 1.35 5.00 5853.51 240.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7536E+03 EXCESS= .0000E+00 OUTFLOW= .7536E+03 BASIN STORAGE= .1787E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .48 5762.43 240.20 1.33 5.00 5759.69 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7408E+03 EXCESS= .0000E+00 OUTFLOW= .7408E+03 BASIN STORAGE= .1729E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .48 5680.50 240.13 1.31 5.00 5678.66 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7307E+03 EXCESS= .0000E+00 OUTFLOW= .7307E+03 BASIN STORAGE= .1795E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .49 5616.98 240.24 1.29 5.00 5613.61 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7216E+03 EXCESS= .0000E+00 OUTFLOW= .7216E+03 BASIN STORAGE= .1708E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .26 5936.84 240.25 1.35 5.00 5935.93 240.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7662E+03 EXCESS= .0000E+00 OUTFLOW= .7662E+03 BASIN STORAGE= .9390E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .26 5841.70 240.23 1.33 5.00 5840.14 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7532E+03 EXCESS= .0000E+00 OUTFLOW= .7532E+03 BASIN STORAGE= .9559E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .26 5759.98 240.27 1.31 5.00 5758.96 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7429E+03 EXCESS= .0000E+00 OUTFLOW= .7429E+03 BASIN STORAGE= .9616E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .27 5692.80 240.31 1.30 5.00 5691.77 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7336E+03 EXCESS= .0000E+00 OUTFLOW= .7336E+03 BASIN STORAGE= .9372E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .75 30.42 243.00 -1.00 5.00 25.62 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .75 26.58 244.50 -1.00 5.00 22.36 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .75 22.38 246.00 -1.00 5.00 16.00 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .50 17.90 247.00 -1.00 5.00 14.46 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .24 6324.75 240.16 1.37 5.00 6323.27 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8182E+03 EXCESS= .0000E+00 OUTFLOW= .8182E+03 BASIN STORAGE= .8606E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .24 6222.36 240.07 1.34 5.00 6221.32 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8043E+03 EXCESS= .0000E+00 OUTFLOW= .8043E+03 BASIN STORAGE= .8644E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .24 6137.40 240.21 1.32 5.00 6135.95 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7932E+03 EXCESS= .0000E+00 OUTFLOW= .7932E+03 BASIN STORAGE= .8736E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .24 6065.31 240.13 1.31 5.00 6063.48 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7833E+03 EXCESS= .0000E+00 OUTFLOW= .7833E+03 BASIN STORAGE= .8791E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .55 6364.87 240.20 1.37 5.00 6361.98 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8269E+03 EXCESS= .0000E+00 OUTFLOW= .8269E+03 BASIN STORAGE= .2102E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .55 6261.21 240.66 1.34 5.00 6258.93 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8129E+03 EXCESS= .0000E+00 OUTFLOW= .8129E+03 BASIN STORAGE= .2011E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .56 6176.98 240.33 1.33 5.00 6172.89 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8017E+03 EXCESS= .0000E+00 OUTFLOW= .8017E+03 BASIN STORAGE= .2061E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .56 6103.59 240.36 1.31 5.00 6098.64 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7916E+03 EXCESS= .0000E+00 OUTFLOW= .7916E+03 BASIN STORAGE= .2058E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .58 6407.60 240.62 1.37 5.00 6403.33 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8393E+03 EXCESS= .0000E+00 OUTFLOW= .8393E+03 BASIN STORAGE= .2286E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .58 6303.82 240.45 1.35 5.00 6297.91 240.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8251E+03 EXCESS= .0000E+00 OUTFLOW= .8251E+03 BASIN STORAGE= .2301E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .59 6217.97 240.61 1.33 5.00 6212.70 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8137E+03 EXCESS= .0000E+00 OUTFLOW= .8137E+03 BASIN STORAGE= .2178E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .59 6143.31 240.60 1.31 5.00 6137.01 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8035E+03 EXCESS= .0000E+00 OUTFLOW= .8035E+03 BASIN STORAGE= .2262E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .33 6566.41 240.12 1.37 5.00 6564.57 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8627E+03 EXCESS= .0000E+00 OUTFLOW= .8627E+03 BASIN STORAGE= .1241E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .33 6458.17 240.06 1.35 5.00 6456.81 240.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8481E+03 EXCESS= .0000E+00 OUTFLOW= .8481E+03 BASIN STORAGE= .1227E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .33 6370.88 240.04 1.33 5.00 6369.92 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8364E+03 EXCESS= .0000E+00 OUTFLOW= .8364E+03 BASIN STORAGE= .1226E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .33 6293.07 240.22 1.31 5.00 6290.73 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8260E+03 EXCESS= .0000E+00 OUTFLOW= .8260E+03 BASIN STORAGE= .1216E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.47 6708.34 241.34 1.37 5.00 6693.11 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8838E+03 EXCESS= .0000E+00 OUTFLOW= .8838E+03 BASIN STORAGE= .6566E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.48 6599.00 241.46 1.34 5.00 6582.68 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8688E+03 EXCESS= .0000E+00 OUTFLOW= .8688E+03 BASIN STORAGE= .5544E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.49 6508.49 241.29 1.33 5.00 6490.69 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8568E+03 EXCESS= .0000E+00 OUTFLOW= .8568E+03 BASIN STORAGE= .6674E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.50 6423.81 241.00 1.31 5.00 6404.38 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8460E+03 EXCESS= .0000E+00 OUTFLOW= .8460E+03 BASIN STORAGE= .5545E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 178.05 250.00 1.46 5.00 178.05 250.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2318E+02 EXCESS= .0000E+00 OUTFLOW= .2318E+02 BASIN STORAGE= .4078E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 175.19 250.00 1.44 5.00 175.19 250.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2279E+02 EXCESS= .0000E+00 OUTFLOW= .2279E+02 BASIN STORAGE= .4045E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 172.90 250.00 1.42 5.00 172.90 250.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2248E+02 EXCESS= .0000E+00 OUTFLOW= .2248E+02 BASIN STORAGE= .4018E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 170.90 250.00 1.40 5.00 170.90 250.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2220E+02 EXCESS= .0000E+00 OUTFLOW= .2221E+02 BASIN STORAGE= .3994E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .60 6968.77 240.55 1.37 5.00 6956.08 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9249E+03 EXCESS= .0000E+00 OUTFLOW= .9249E+03 BASIN STORAGE= .2405E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .61 6848.71 240.95 1.35 5.00 6837.66 240.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9091E+03 EXCESS= .0000E+00 OUTFLOW= .9091E+03 BASIN STORAGE= .2420E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .61 6756.06 240.49 1.33 5.00 6743.03 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8966E+03 EXCESS= .0000E+00 OUTFLOW= .8966E+03 BASIN STORAGE= .2340E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .61 6667.76 240.55 1.31 5.00 6653.95 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8853E+03 EXCESS= .0000E+00 OUTFLOW= .8853E+03 BASIN STORAGE= .2352E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .66 7054.33 240.72 1.36 5.00 7036.71 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9388E+03 EXCESS= .0000E+00 OUTFLOW= .9388E+03 BASIN STORAGE= .2704E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .67 6929.89 241.04 1.34 5.00 6913.37 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9228E+03 EXCESS= .0000E+00 OUTFLOW= .9228E+03 BASIN STORAGE= .2612E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .67 6834.02 241.04 1.32 5.00 6817.46 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9100E+03 EXCESS= .0000E+00 OUTFLOW= .9100E+03 BASIN STORAGE= .2651E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .68 6744.81 240.97 1.31 5.00 6726.50 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8986E+03 EXCESS= .0000E+00 OUTFLOW= .8986E+03 BASIN STORAGE= .2789E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.38 288.85 244.98 1.65 5.00 288.83 245.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4228E+02 EXCESS= .0000E+00 OUTFLOW= .4229E+02 BASIN STORAGE= .2568E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.39 284.68 244.05 1.62 5.00 283.91 245.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4162E+02 EXCESS= .0000E+00 OUTFLOW= .4163E+02 BASIN STORAGE= .2895E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.40 280.96 245.23 1.60 5.00 280.93 245.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4110E+02 EXCESS= .0000E+00 OUTFLOW= .4111E+02 BASIN STORAGE= .2848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.41 278.16 243.87 1.58 5.00 277.47 245.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4063E+02 EXCESS= .0000E+00 OUTFLOW= .4064E+02 BASIN STORAGE= .2853E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.58 568.69 240.17 1.75 5.00 568.26 240.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8191E+02 EXCESS= .0000E+00 OUTFLOW= .8192E+02 BASIN STORAGE= .3884E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.60 559.41 241.58 1.73 5.00 558.26 240.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8065E+02 EXCESS= .0000E+00 OUTFLOW= .8066E+02 BASIN STORAGE= .3713E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.61 553.82 240.07 1.71 5.00 553.64 240.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7972E+02 EXCESS= .0000E+00 OUTFLOW= .7973E+02 BASIN STORAGE= .3745E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.62 547.82 241.09 1.69 5.00 546.18 240.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7881E+02 EXCESS= .0000E+00 OUTFLOW= .7882E+02 BASIN STORAGE= .3806E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.36 636.72 240.79 1.76 5.00 636.22 240.00 1.76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9281E+02 EXCESS= .0000E+00 OUTFLOW= .9281E+02 BASIN STORAGE= .2228E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.37 625.70 241.09 1.73 5.00 625.42 240.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9133E+02 EXCESS= .0000E+00 OUTFLOW= .9133E+02 BASIN STORAGE= .2310E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.37 620.47 240.55 1.71 5.00 619.87 240.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9031E+02 EXCESS= .0000E+00 OUTFLOW= .9032E+02 BASIN STORAGE= .2209E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.38 612.43 240.43 1.69 5.00 612.01 240.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8925E+02 EXCESS= .0000E+00 OUTFLOW= .8925E+02 BASIN STORAGE= .2090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.05 674.06 239.85 1.75 5.00 673.99 240.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9896E+02 EXCESS= .0000E+00 OUTFLOW= .9896E+02 BASIN STORAGE= .1707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.05 662.51 240.42 1.73 5.00 662.50 240.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9739E+02 EXCESS= .0000E+00 OUTFLOW= .9739E+02 BASIN STORAGE= .1780E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.06 656.61 240.23 1.71 5.00 656.56 240.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9630E+02 EXCESS= .0000E+00 OUTFLOW= .9630E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.06 648.39 239.32 1.69 5.00 648.36 240.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9517E+02 EXCESS= .0000E+00 OUTFLOW= .9517E+02 BASIN STORAGE= .1618E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .68 746.06 235.94 1.76 5.00 743.43 235.00 1.76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1099E+03 EXCESS= .0000E+00 OUTFLOW= .1099E+03 BASIN STORAGE= .1073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .68 733.66 236.15 1.74 5.00 731.29 235.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1081E+03 EXCESS= .0000E+00 OUTFLOW= .1081E+03 BASIN STORAGE= .1082E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .69 726.92 235.69 1.72 5.00 724.26 235.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1069E+03 EXCESS= .0000E+00 OUTFLOW= .1069E+03 BASIN STORAGE= .1066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .69 718.27 236.10 1.70 5.00 715.76 235.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+03 EXCESS= .0000E+00 OUTFLOW= .1057E+03 BASIN STORAGE= .1130E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .61 810.14 235.43 1.74 5.00 809.20 235.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1192E+03 EXCESS= .0000E+00 OUTFLOW= .1192E+03 BASIN STORAGE= .1064E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .62 797.05 235.74 1.72 5.00 796.19 235.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+03 EXCESS= .0000E+00 OUTFLOW= .1173E+03 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .62 789.17 235.44 1.70 5.00 788.15 235.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1160E+03 EXCESS= .0000E+00 OUTFLOW= .1160E+03 BASIN STORAGE= .1044E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .62 779.74 235.30 1.68 5.00 779.00 235.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1146E+03 EXCESS= .0000E+00 OUTFLOW= .1146E+03 BASIN STORAGE= .1074E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .62 889.90 231.03 1.71 5.00 889.11 235.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1322E+03 EXCESS= .0000E+00 OUTFLOW= .1322E+03 BASIN STORAGE= .1038E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .62 876.19 231.23 1.68 5.00 875.09 235.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+03 EXCESS= .0000E+00 OUTFLOW= .1301E+03 BASIN STORAGE= .1055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .62 865.93 234.78 1.66 5.00 865.80 235.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1286E+03 EXCESS= .0000E+00 OUTFLOW= .1286E+03 BASIN STORAGE= .1026E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .63 856.02 230.85 1.64 5.00 855.84 235.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1271E+03 EXCESS= .0000E+00 OUTFLOW= .1271E+03 BASIN STORAGE= .1044E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 158.93 250.00 1.84 5.00 158.93 250.00 1.84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2408E+02 EXCESS= .0000E+00 OUTFLOW= .2408E+02 BASIN STORAGE= .1914E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 156.78 250.00 1.82 5.00 156.78 250.00 1.82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2373E+02 EXCESS= .0000E+00 OUTFLOW= .2373E+02 BASIN STORAGE= .1898E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 155.06 250.00 1.80 5.00 155.06 250.00 1.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2345E+02 EXCESS= .0000E+00 OUTFLOW= .2346E+02 BASIN STORAGE= .1885E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 153.56 250.00 1.78 5.00 153.56 250.00 1.78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2321E+02 BASIN STORAGE= .1874E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 34.82 250.00 .29 5.00 34.82 250.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5608E+01 EXCESS= .0000E+00 OUTFLOW= .5609E+01 BASIN STORAGE= .7616E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 34.31 250.00 .29 5.00 34.31 250.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5521E+01 EXCESS= .0000E+00 OUTFLOW= .5522E+01 BASIN STORAGE= .7554E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 33.91 250.00 .28 5.00 33.91 250.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5451E+01 EXCESS= .0000E+00 OUTFLOW= .5452E+01 BASIN STORAGE= .7505E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 33.56 250.00 .28 5.00 33.56 250.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5390E+01 EXCESS= .0000E+00 OUTFLOW= .5391E+01 BASIN STORAGE= .7350E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .61 946.95 230.91 1.43 5.00 945.72 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1426E+03 EXCESS= .0000E+00 OUTFLOW= .1426E+03 BASIN STORAGE= .1108E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .62 932.44 231.11 1.41 5.00 930.86 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1403E+03 EXCESS= .0000E+00 OUTFLOW= .1403E+03 BASIN STORAGE= .1128E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .62 921.04 231.00 1.39 5.00 920.69 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1386E+03 EXCESS= .0000E+00 OUTFLOW= .1386E+03 BASIN STORAGE= .1118E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .62 910.67 230.81 1.37 5.00 910.17 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1370E+03 EXCESS= .0000E+00 OUTFLOW= .1370E+03 BASIN STORAGE= .1059E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 115.71 245.00 1.57 5.00 115.71 245.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1478E+02 EXCESS= .0000E+00 OUTFLOW= .1478E+02 BASIN STORAGE= .2472E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 113.93 245.00 1.54 5.00 113.93 245.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1454E+02 EXCESS= .0000E+00 OUTFLOW= .1454E+02 BASIN STORAGE= .2377E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 112.51 245.00 1.52 5.00 112.51 245.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1435E+02 EXCESS= .0000E+00 OUTFLOW= .1435E+02 BASIN STORAGE= .2361E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 111.27 245.00 1.50 5.00 111.27 245.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1418E+02 EXCESS= .0000E+00 OUTFLOW= .1419E+02 BASIN STORAGE= .2346E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.15 246.20 236.74 1.38 5.00 244.33 240.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3204E+02 EXCESS= .0000E+00 OUTFLOW= .3204E+02 BASIN STORAGE= .2383E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.17 241.62 238.40 1.36 5.00 240.29 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3149E+02 EXCESS= .0000E+00 OUTFLOW= .3148E+02 BASIN STORAGE= .2400E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.18 238.73 237.57 1.34 5.00 237.17 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3104E+02 EXCESS= .0000E+00 OUTFLOW= .3104E+02 BASIN STORAGE= .2269E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.19 235.38 236.58 1.32 5.00 234.06 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3066E+02 EXCESS= .0000E+00 OUTFLOW= .3066E+02 BASIN STORAGE= .2193E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .67 1217.81 235.14 1.43 5.00 1217.64 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1802E+03 EXCESS= .0000E+00 OUTFLOW= .1802E+03 BASIN STORAGE= .1308E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .67 1198.09 235.33 1.40 5.00 1197.89 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1773E+03 EXCESS= .0000E+00 OUTFLOW= .1773E+03 BASIN STORAGE= .1373E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .68 1184.23 235.06 1.39 5.00 1184.13 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1751E+03 EXCESS= .0000E+00 OUTFLOW= .1751E+03 BASIN STORAGE= .1314E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .68 1170.43 235.49 1.37 5.00 1170.21 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1730E+03 EXCESS= .0000E+00 OUTFLOW= .1730E+03 BASIN STORAGE= .1290E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .67 1245.14 235.09 1.43 5.00 1245.06 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1850E+03 EXCESS= .0000E+00 OUTFLOW= .1850E+03 BASIN STORAGE= .1297E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .68 1224.90 235.28 1.41 5.00 1224.82 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1820E+03 EXCESS= .0000E+00 OUTFLOW= .1820E+03 BASIN STORAGE= .1374E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .68 1210.80 235.01 1.39 5.00 1210.78 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1798E+03 EXCESS= .0000E+00 OUTFLOW= .1798E+03 BASIN STORAGE= .1279E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .68 1196.48 235.44 1.37 5.00 1196.41 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1777E+03 EXCESS= .0000E+00 OUTFLOW= .1777E+03 BASIN STORAGE= .1407E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.27 81.77 234.77 1.48 5.00 81.76 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1259E+02 EXCESS= .0000E+00 OUTFLOW= .1259E+02 BASIN STORAGE= .6420E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.29 80.42 235.71 1.45 5.00 80.22 235.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1239E+02 EXCESS= .0000E+00 OUTFLOW= .1239E+02 BASIN STORAGE= .6957E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.30 79.35 236.48 1.43 5.00 79.02 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1223E+02 EXCESS= .0000E+00 OUTFLOW= .1223E+02 BASIN STORAGE= .6405E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.31 78.46 237.17 1.42 5.00 78.04 235.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1209E+02 EXCESS= .0000E+00 OUTFLOW= .1209E+02 BASIN STORAGE= .7114E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .69 1354.03 234.81 1.43 5.00 1353.98 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2022E+03 EXCESS= .0000E+00 OUTFLOW= .2022E+03 BASIN STORAGE= .1477E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .69 1332.07 234.98 1.41 5.00 1332.05 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1990E+03 EXCESS= .0000E+00 OUTFLOW= .1990E+03 BASIN STORAGE= .1392E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .69 1316.12 235.40 1.39 5.00 1315.99 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1965E+03 EXCESS= .0000E+00 OUTFLOW= .1965E+03 BASIN STORAGE= .1373E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .70 1300.69 235.13 1.38 5.00 1300.59 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1942E+03 EXCESS= .0000E+00 OUTFLOW= .1942E+03 BASIN STORAGE= .1446E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .73 1418.12 231.32 1.44 5.00 1414.70 230.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2127E+03 EXCESS= .0000E+00 OUTFLOW= .2127E+03 BASIN STORAGE= .1578E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .74 1395.10 231.37 1.41 5.00 1391.63 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2093E+03 EXCESS= .0000E+00 OUTFLOW= .2093E+03 BASIN STORAGE= .1515E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .74 1376.91 231.12 1.40 5.00 1374.48 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2067E+03 EXCESS= .0000E+00 OUTFLOW= .2067E+03 BASIN STORAGE= .1587E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .74 1361.46 231.42 1.38 5.00 1358.59 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2043E+03 EXCESS= .0000E+00 OUTFLOW= .2043E+03 BASIN STORAGE= .1625E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 159.03 230.00 1.85 5.00 159.03 230.00 1.85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1788E+02 EXCESS= .0000E+00 OUTFLOW= .1788E+02 BASIN STORAGE= .6914E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 156.89 230.00 1.83 5.00 156.89 230.00 1.83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1762E+02 EXCESS= .0000E+00 OUTFLOW= .1763E+02 BASIN STORAGE= .6867E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 155.18 230.00 1.80 5.00 155.18 230.00 1.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1741E+02 EXCESS= .0000E+00 OUTFLOW= .1742E+02 BASIN STORAGE= .6830E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 153.68 230.00 1.79 5.00 153.68 230.00 1.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1724E+02 EXCESS= .0000E+00 OUTFLOW= .1724E+02 BASIN STORAGE= .6796E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 75.92 260.00 -1.00 5.00 75.92 260.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 74.46 260.00 -1.00 5.00 74.46 260.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 73.30 260.00 -1.00 5.00 73.30 260.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 72.28 260.00 -1.00 5.00 72.28 260.00 -1.00

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 4.76 242.12 228.41 1.26 5.00 238.48 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2440E+02 EXCESS= .0000E+00 OUTFLOW= .2440E+02 BASIN STORAGE= .9643E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 4.78 239.00 229.44 1.24 5.00 237.19 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2398E+02 EXCESS= .0000E+00 OUTFLOW= .2399E+02 BASIN STORAGE= .1247E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 4.80 234.15 230.28 1.22 5.00 233.96 230.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2361E+02 EXCESS= .0000E+00 OUTFLOW= .2362E+02 BASIN STORAGE= .1035E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 4.81 228.65 231.02 1.21 5.00 228.65 230.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+02 EXCESS= .0000E+00 OUTFLOW= .2328E+02 BASIN STORAGE= .1432E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 451.48 230.00 1.28 5.00 451.48 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4608E+02 EXCESS= .0000E+00 OUTFLOW= .4609E+02 BASIN STORAGE= .1645E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 446.98 230.00 1.26 5.00 446.98 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4531E+02 EXCESS= .0000E+00 OUTFLOW= .4532E+02 BASIN STORAGE= .1617E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 438.46 230.00 1.24 5.00 438.46 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4463E+02 EXCESS= .0000E+00 OUTFLOW= .4464E+02 BASIN STORAGE= .1548E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 430.47 230.00 1.22 5.00 430.47 230.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4399E+02 EXCESS= .0000E+00 OUTFLOW= .4400E+02 BASIN STORAGE= .1558E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .76 589.26 230.30 1.33 5.00 588.46 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6257E+02 EXCESS= .0000E+00 OUTFLOW= .6257E+02 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .76 582.97 230.58 1.30 5.00 581.62 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6152E+02 EXCESS= .0000E+00 OUTFLOW= .6152E+02 BASIN STORAGE= .1102E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .77 573.00 230.67 1.28 5.00 571.63 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6063E+02 EXCESS= .0000E+00 OUTFLOW= .6063E+02 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .77 563.52 230.67 1.27 5.00 562.28 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5980E+02 EXCESS= .0000E+00 OUTFLOW= .5980E+02 BASIN STORAGE= .1084E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.38 841.80 227.13 1.27 5.00 837.65 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8938E+02 EXCESS= .0000E+00 OUTFLOW= .8938E+02 BASIN STORAGE= .2359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.39 828.06 227.36 1.25 5.00 826.00 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8782E+02 EXCESS= .0000E+00 OUTFLOW= .8782E+02 BASIN STORAGE= .2505E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.40 814.75 227.45 1.23 5.00 812.36 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8651E+02 EXCESS= .0000E+00 OUTFLOW= .8652E+02 BASIN STORAGE= .2279E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.40 802.77 227.34 1.21 5.00 800.13 230.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8533E+02 EXCESS= .0000E+00 OUTFLOW= .8533E+02 BASIN STORAGE= .2295E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.02 251.32 226.20 1.52 5.00 249.95 225.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2679E+02 EXCESS= .0000E+00 OUTFLOW= .2678E+02 BASIN STORAGE= .2755E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.03 248.42 226.91 1.49 5.00 246.40 225.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2635E+02 EXCESS= .0000E+00 OUTFLOW= .2634E+02 BASIN STORAGE= .2907E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.03 244.87 227.49 1.47 5.00 242.77 225.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2599E+02 EXCESS= .0000E+00 OUTFLOW= .2599E+02 BASIN STORAGE= .2533E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.04 241.51 228.00 1.46 5.00 240.01 225.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2569E+02 EXCESS= .0000E+00 OUTFLOW= .2569E+02 BASIN STORAGE= .2815E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 30.50 395.00 .53 5.00 30.50 395.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5375E+02 EXCESS= .0000E+00 OUTFLOW= .5319E+02 BASIN STORAGE= .5661E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 30.37 395.00 .53 5.00 30.37 395.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5346E+02 EXCESS= .0000E+00 OUTFLOW= .5290E+02 BASIN STORAGE= .5635E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 30.26 395.00 .52 5.00 30.26 395.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5320E+02 EXCESS= .0000E+00 OUTFLOW= .5265E+02 BASIN STORAGE= .5608E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 30.16 395.00 .52 5.00 30.16 395.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5298E+02 EXCESS= .0000E+00 OUTFLOW= .5242E+02 BASIN STORAGE= .5583E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 236.20 235.00 1.84 5.00 236.20 235.00 1.84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2585E+02 EXCESS= .0000E+00 OUTFLOW= .2586E+02 BASIN STORAGE= .3162E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 233.04 235.00 1.82 5.00 233.04 235.00 1.82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2547E+02 EXCESS= .0000E+00 OUTFLOW= .2549E+02 BASIN STORAGE= .3139E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 230.51 235.00 1.80 5.00 230.51 235.00 1.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2517E+02 EXCESS= .0000E+00 OUTFLOW= .2519E+02 BASIN STORAGE= .3121E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 228.29 235.00 1.78 5.00 228.29 235.00 1.78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2491E+02 EXCESS= .0000E+00 OUTFLOW= .2493E+02 BASIN STORAGE= .3039E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.39 364.53 231.39 1.80 5.00 359.77 230.00 1.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4205E+02 EXCESS= .0000E+00 OUTFLOW= .4205E+02 BASIN STORAGE= .1779E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.39 359.15 231.33 1.77 5.00 354.77 235.00 1.77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4144E+02 EXCESS= .0000E+00 OUTFLOW= .4144E+02 BASIN STORAGE= .1719E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.40 354.64 232.41 1.75 5.00 351.07 235.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4094E+02 EXCESS= .0000E+00 OUTFLOW= .4094E+02 BASIN STORAGE= .1822E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.41 351.28 231.96 1.73 5.00 347.50 235.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4051E+02 EXCESS= .0000E+00 OUTFLOW= .4051E+02 BASIN STORAGE= .1657E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 144.64 235.00 1.55 5.00 144.64 235.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1438E+02 EXCESS= .0000E+00 OUTFLOW= .1439E+02 BASIN STORAGE= .3362E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 142.47 235.00 1.53 5.00 142.47 235.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+02 EXCESS= .0000E+00 OUTFLOW= .1415E+02 BASIN STORAGE= .3336E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 140.73 235.00 1.50 5.00 140.73 235.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1396E+02 EXCESS= .0000E+00 OUTFLOW= .1397E+02 BASIN STORAGE= .3314E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 139.21 235.00 1.49 5.00 139.21 235.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1379E+02 EXCESS= .0000E+00 OUTFLOW= .1380E+02 BASIN STORAGE= .3295E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK07 MANE .95 697.67 230.90 1.61 5.00 693.63 230.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8003E+02 EXCESS= .0000E+00 OUTFLOW= .8003E+02 BASIN STORAGE= .1449E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE .96 685.85 231.40 1.58 5.00 682.23 230.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7877E+02 EXCESS= .0000E+00 OUTFLOW= .7877E+02 BASIN STORAGE= .1572E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE .97 676.89 230.69 1.56 5.00 673.34 230.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7777E+02 EXCESS= .0000E+00 OUTFLOW= .7777E+02 BASIN STORAGE= .1605E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE .97 669.62 230.76 1.55 5.00 665.86 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7689E+02 EXCESS= .0000E+00 OUTFLOW= .7689E+02 BASIN STORAGE= .1495E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 287.82 235.00 1.53 5.00 287.82 235.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2953E+02 EXCESS= .0000E+00 OUTFLOW= .2954E+02 BASIN STORAGE= .3026E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 283.50 235.00 1.50 5.00 283.50 235.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2905E+02 EXCESS= .0000E+00 OUTFLOW= .2906E+02 BASIN STORAGE= .3002E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 280.05 235.00 1.48 5.00 280.05 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2866E+02 EXCESS= .0000E+00 OUTFLOW= .2867E+02 BASIN STORAGE= .2982E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 277.02 235.00 1.46 5.00 277.02 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2832E+02 EXCESS= .0000E+00 OUTFLOW= .2834E+02 BASIN STORAGE= .2861E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE .94 1091.98 230.92 1.53 5.00 1082.88 230.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1219E+03 EXCESS= .0000E+00 OUTFLOW= .1219E+03 BASIN STORAGE= .1866E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE .94 1073.57 231.52 1.50 5.00 1063.54 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1199E+03 EXCESS= .0000E+00 OUTFLOW= .1199E+03 BASIN STORAGE= .1699E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE .95 1059.26 231.81 1.48 5.00 1050.21 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1183E+03 EXCESS= .0000E+00 OUTFLOW= .1183E+03 BASIN STORAGE= .1727E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE .95 1047.85 230.98 1.47 5.00 1038.36 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1169E+03 EXCESS= .0000E+00 OUTFLOW= .1169E+03 BASIN STORAGE= .1854E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 1.71 1149.81 232.41 .99 5.00 1139.86 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1818E+03 EXCESS= .0000E+00 OUTFLOW= .1816E+03 BASIN STORAGE= .3641E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 1.72 1130.35 232.34 .97 5.00 1121.96 235.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1794E+03 EXCESS= .0000E+00 OUTFLOW= .1793E+03 BASIN STORAGE= .3628E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 1.73 1116.72 231.78 .96 5.00 1107.65 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1776E+03 EXCESS= .0000E+00 OUTFLOW= .1774E+03 BASIN STORAGE= .3616E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 1.74 1103.60 232.82 .95 5.00 1096.32 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1759E+03 EXCESS= .0000E+00 OUTFLOW= .1757E+03 BASIN STORAGE= .3604E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.19 167.37 219.14 1.68 5.00 166.96 220.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1570E+02 EXCESS= .0000E+00 OUTFLOW= .1570E+02 BASIN STORAGE= .2291E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.20 164.91 220.40 1.66 5.00 164.62 220.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1546E+02 EXCESS= .0000E+00 OUTFLOW= .1546E+02 BASIN STORAGE= .2233E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.21 163.13 219.22 1.64 5.00 162.72 220.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1526E+02 EXCESS= .0000E+00 OUTFLOW= .1527E+02 BASIN STORAGE= .2258E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.22 161.61 220.13 1.62 5.00 161.48 220.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1510E+02 EXCESS= .0000E+00 OUTFLOW= .1510E+02 BASIN STORAGE= .1877E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 3.45 308.13 224.50 1.75 5.00 307.11 225.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3155E+02 EXCESS= .0000E+00 OUTFLOW= .3156E+02 BASIN STORAGE= .4278E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 3.47 301.83 222.28 1.72 5.00 301.68 225.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3108E+02 EXCESS= .0000E+00 OUTFLOW= .3109E+02 BASIN STORAGE= .4537E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 3.49 302.08 223.30 1.70 5.00 299.60 225.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3071E+02 EXCESS= .0000E+00 OUTFLOW= .3072E+02 BASIN STORAGE= .3936E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 3.50 299.17 224.07 1.69 5.00 297.48 225.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3038E+02 EXCESS= .0000E+00 OUTFLOW= .3039E+02 BASIN STORAGE= .4472E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.62 602.25 225.65 1.66 5.00 599.49 225.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6344E+02 EXCESS= .0000E+00 OUTFLOW= .6344E+02 BASIN STORAGE= .2351E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.63 593.73 227.15 1.64 5.00 589.86 225.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6246E+02 EXCESS= .0000E+00 OUTFLOW= .6246E+02 BASIN STORAGE= .2343E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.64 590.18 226.38 1.62 5.00 583.58 225.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6169E+02 EXCESS= .0000E+00 OUTFLOW= .6169E+02 BASIN STORAGE= .2408E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.65 582.07 227.20 1.60 5.00 578.27 225.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6099E+02 EXCESS= .0000E+00 OUTFLOW= .6100E+02 BASIN STORAGE= .2864E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .83 835.72 225.15 1.68 5.00 835.61 225.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8900E+02 EXCESS= .0000E+00 OUTFLOW= .8900E+02 BASIN STORAGE= .1511E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .84 823.15 224.89 1.65 5.00 822.93 225.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8763E+02 EXCESS= .0000E+00 OUTFLOW= .8763E+02 BASIN STORAGE= .1361E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .84 814.29 225.03 1.63 5.00 814.25 225.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8655E+02 EXCESS= .0000E+00 OUTFLOW= .8655E+02 BASIN STORAGE= .1367E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .84 806.41 225.03 1.61 5.00 806.36 225.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8559E+02 EXCESS= .0000E+00 OUTFLOW= .8559E+02 BASIN STORAGE= .1375E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.03 1931.98 230.63 1.15 5.00 1930.32 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2760E+03 EXCESS= .0000E+00 OUTFLOW= .2759E+03 BASIN STORAGE= .2702E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.04 1901.50 231.05 1.13 5.00 1901.37 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2721E+03 EXCESS= .0000E+00 OUTFLOW= .2720E+03 BASIN STORAGE= .2693E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.04 1877.33 230.16 1.12 5.00 1876.41 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2691E+03 EXCESS= .0000E+00 OUTFLOW= .2689E+03 BASIN STORAGE= .2684E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.05 1857.32 230.09 1.11 5.00 1856.73 230.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2664E+03 EXCESS= .0000E+00 OUTFLOW= .2663E+03 BASIN STORAGE= .2675E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.19 2080.72 230.24 1.17 5.00 2078.52 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2936E+03 EXCESS= .0000E+00 OUTFLOW= .2934E+03 BASIN STORAGE= .3227E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.20 2049.72 230.44 1.15 5.00 2046.23 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2894E+03 EXCESS= .0000E+00 OUTFLOW= .2893E+03 BASIN STORAGE= .3216E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.21 2023.16 230.45 1.14 5.00 2019.77 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2862E+03 EXCESS= .0000E+00 OUTFLOW= .2860E+03 BASIN STORAGE= .3206E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.21 2001.29 231.42 1.12 5.00 1998.75 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2833E+03 EXCESS= .0000E+00 OUTFLOW= .2831E+03 BASIN STORAGE= .3195E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.26 2151.91 231.26 1.18 5.00 2142.26 230.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3024E+03 EXCESS= .0000E+00 OUTFLOW= .3023E+03 BASIN STORAGE= .3463E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.27 2116.97 231.44 1.16 5.00 2107.37 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2982E+03 EXCESS= .0000E+00 OUTFLOW= .2980E+03 BASIN STORAGE= .3451E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.28 2090.44 231.37 1.15 5.00 2081.03 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2947E+03 EXCESS= .0000E+00 OUTFLOW= .2946E+03 BASIN STORAGE= .3440E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.28 2068.00 231.05 1.13 5.00 2057.11 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2918E+03 EXCESS= .0000E+00 OUTFLOW= .2916E+03 BASIN STORAGE= .3429E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 52.79 240.00 1.51 5.00 52.79 240.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6924E+01 EXCESS= .0000E+00 OUTFLOW= .6926E+01 BASIN STORAGE= .1597E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 51.96 240.00 1.49 5.00 51.96 240.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6810E+01 EXCESS= .0000E+00 OUTFLOW= .6812E+01 BASIN STORAGE= .1555E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 51.30 240.00 1.47 5.00 51.30 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6719E+01 EXCESS= .0000E+00 OUTFLOW= .6721E+01 BASIN STORAGE= .1543E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 50.72 240.00 1.45 5.00 50.72 240.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6639E+01 EXCESS= .0000E+00 OUTFLOW= .6641E+01 BASIN STORAGE= .1532E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 150.94 214.80 1.30 5.00 150.86 215.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2808E+02 EXCESS= .0000E+00 OUTFLOW= .2808E+02 BASIN STORAGE= .4427E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 150.88 214.80 1.28 5.00 150.81 215.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2777E+02 EXCESS= .0000E+00 OUTFLOW= .2777E+02 BASIN STORAGE= .4256E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 150.83 214.80 1.27 5.00 150.78 215.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2752E+02 EXCESS= .0000E+00 OUTFLOW= .2752E+02 BASIN STORAGE= .4222E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 150.79 214.80 1.26 5.00 150.75 215.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2730E+02 EXCESS= .0000E+00 OUTFLOW= .2730E+02 BASIN STORAGE= .4192E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.02 255.92 220.65 1.34 5.00 255.45 220.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3794E+02 EXCESS= .0000E+00 OUTFLOW= .3794E+02 BASIN STORAGE= .1168E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.02 254.51 220.91 1.33 5.00 253.97 220.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3746E+02 EXCESS= .0000E+00 OUTFLOW= .3746E+02 BASIN STORAGE= .1217E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.02 253.21 221.13 1.31 5.00 252.72 220.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3708E+02 EXCESS= .0000E+00 OUTFLOW= .3708E+02 BASIN STORAGE= .1167E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.02 251.91 221.32 1.30 5.00 251.55 220.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3675E+02 EXCESS= .0000E+00 OUTFLOW= .3675E+02 BASIN STORAGE= .1201E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.45 133.61 226.68 1.49 5.00 132.66 225.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1419E+02 EXCESS= .0000E+00 OUTFLOW= .1419E+02 BASIN STORAGE= .1134E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.46 131.52 226.67 1.46 5.00 130.55 225.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1395E+02 EXCESS= .0000E+00 OUTFLOW= .1395E+02 BASIN STORAGE= .1274E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.47 129.95 226.37 1.44 5.00 128.86 225.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1376E+02 BASIN STORAGE= .1166E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.48 128.19 225.93 1.42 5.00 127.22 225.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1360E+02 EXCESS= .0000E+00 OUTFLOW= .1360E+02 BASIN STORAGE= .1259E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.65 404.36 223.74 1.39 5.00 403.06 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5454E+02 EXCESS= .0000E+00 OUTFLOW= .5453E+02 BASIN STORAGE= .2089E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.65 400.61 222.53 1.37 5.00 399.19 225.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5379E+02 EXCESS= .0000E+00 OUTFLOW= .5378E+02 BASIN STORAGE= .2060E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.65 397.61 222.88 1.35 5.00 395.98 225.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5319E+02 EXCESS= .0000E+00 OUTFLOW= .5318E+02 BASIN STORAGE= .2156E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.65 395.00 223.18 1.34 5.00 393.05 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5266E+02 EXCESS= .0000E+00 OUTFLOW= .5266E+02 BASIN STORAGE= .2240E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.60 595.43 225.75 1.41 5.00 593.51 225.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7613E+02 EXCESS= .0000E+00 OUTFLOW= .7613E+02 BASIN STORAGE= .2381E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.60 589.64 226.28 1.39 5.00 586.65 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7505E+02 EXCESS= .0000E+00 OUTFLOW= .7504E+02 BASIN STORAGE= .2324E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.61 584.28 226.71 1.38 5.00 581.32 225.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7417E+02 EXCESS= .0000E+00 OUTFLOW= .7416E+02 BASIN STORAGE= .2375E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.61 578.01 227.11 1.36 5.00 576.20 225.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7339E+02 EXCESS= .0000E+00 OUTFLOW= .7339E+02 BASIN STORAGE= .2203E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.11 639.94 225.50 1.43 5.00 639.01 225.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8236E+02 EXCESS= .0000E+00 OUTFLOW= .8235E+02 BASIN STORAGE= .1594E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.11 632.89 226.03 1.40 5.00 631.84 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8116E+02 EXCESS= .0000E+00 OUTFLOW= .8115E+02 BASIN STORAGE= .1621E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.11 626.36 225.34 1.39 5.00 625.62 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8021E+02 EXCESS= .0000E+00 OUTFLOW= .8020E+02 BASIN STORAGE= .1614E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.11 621.15 225.75 1.37 5.00 620.03 225.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7937E+02 EXCESS= .0000E+00 OUTFLOW= .7936E+02 BASIN STORAGE= .1612E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 141.56 225.00 1.51 5.00 141.56 225.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1304E+02 EXCESS= .0000E+00 OUTFLOW= .1305E+02 BASIN STORAGE= .1579E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 139.31 225.00 1.49 5.00 139.31 225.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1283E+02 EXCESS= .0000E+00 OUTFLOW= .1283E+02 BASIN STORAGE= .1565E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 137.51 225.00 1.47 5.00 137.51 225.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .1554E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 135.93 225.00 1.45 5.00 135.93 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1251E+02 EXCESS= .0000E+00 OUTFLOW= .1251E+02 BASIN STORAGE= .1545E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDGSR MANE .50 10.46 238.50 -1.00 5.00 6.27 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE .50 9.55 239.00 -1.00 5.00 4.38 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE .50 8.76 239.50 -1.00 5.00 6.38 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE .50 8.20 240.00 -1.00 5.00 8.20 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.38 895.75 226.62 1.48 5.00 888.34 225.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+03 EXCESS= .0000E+00 OUTFLOW= .1082E+03 BASIN STORAGE= .2152E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.39 882.77 227.18 1.45 5.00 876.25 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1066E+03 EXCESS= .0000E+00 OUTFLOW= .1066E+03 BASIN STORAGE= .2055E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.39 875.85 226.27 1.44 5.00 867.69 225.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1054E+03 EXCESS= .0000E+00 OUTFLOW= .1054E+03 BASIN STORAGE= .2092E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.39 867.07 226.69 1.42 5.00 859.54 225.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+03 EXCESS= .0000E+00 OUTFLOW= .1043E+03 BASIN STORAGE= .2114E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .79 927.04 225.88 1.48 5.00 920.68 225.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1123E+03 EXCESS= .0000E+00 OUTFLOW= .1123E+03 BASIN STORAGE= .4684E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .79 914.16 226.06 1.46 5.00 907.79 225.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+03 EXCESS= .0000E+00 OUTFLOW= .1106E+03 BASIN STORAGE= .4689E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .79 905.27 225.97 1.44 5.00 898.69 225.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1093E+03 EXCESS= .0000E+00 OUTFLOW= .1093E+03 BASIN STORAGE= .4647E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .80 896.91 225.85 1.43 5.00 890.45 225.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+03 EXCESS= .0000E+00 OUTFLOW= .1082E+03 BASIN STORAGE= .4803E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.07 311.95 236.44 1.73 5.00 311.07 240.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4226E+02 EXCESS= .0000E+00 OUTFLOW= .4227E+02 BASIN STORAGE= .7323E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.08 308.54 237.28 1.71 5.00 306.99 240.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4163E+02 EXCESS= .0000E+00 OUTFLOW= .4163E+02 BASIN STORAGE= .8064E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.09 305.37 237.97 1.69 5.00 303.88 240.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4112E+02 EXCESS= .0000E+00 OUTFLOW= .4112E+02 BASIN STORAGE= .6883E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.10 301.62 238.58 1.67 5.00 300.58 240.00 1.67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4067E+02 EXCESS= .0000E+00 OUTFLOW= .4068E+02 BASIN STORAGE= .8156E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 4.72 79.00 226.55 1.49 5.00 78.09 225.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7720E+01 EXCESS= .0000E+00 OUTFLOW= .7721E+01 BASIN STORAGE= .8022E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 4.74 77.14 227.46 1.47 5.00 76.68 225.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7591E+01 EXCESS= .0000E+00 OUTFLOW= .7592E+01 BASIN STORAGE= .7017E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 4.75 76.24 223.44 1.45 5.00 76.05 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7496E+01 EXCESS= .0000E+00 OUTFLOW= .7497E+01 BASIN STORAGE= .9198E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 4.77 76.21 224.08 1.43 5.00 75.86 225.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7413E+01 EXCESS= .0000E+00 OUTFLOW= .7414E+01 BASIN STORAGE= .8309E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 1.74 185.08 226.79 1.45 5.00 182.38 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1891E+02 EXCESS= .0000E+00 OUTFLOW= .1891E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 1.76 181.70 226.60 1.42 5.00 179.31 225.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1858E+02 EXCESS= .0000E+00 OUTFLOW= .1858E+02 BASIN STORAGE= .1620E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 1.76 178.87 227.62 1.40 5.00 177.19 225.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+02 EXCESS= .0000E+00 OUTFLOW= .1834E+02 BASIN STORAGE= .1590E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 1.77 178.15 226.57 1.39 5.00 175.87 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1813E+02 EXCESS= .0000E+00 OUTFLOW= .1813E+02 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .57 1525.28 229.91 1.54 5.00 1525.13 230.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1912E+03 EXCESS= .0000E+00 OUTFLOW= .1912E+03 BASIN STORAGE= .6059E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .57 1504.71 229.84 1.51 5.00 1504.55 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1883E+03 EXCESS= .0000E+00 OUTFLOW= .1883E+03 BASIN STORAGE= .6246E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .58 1488.02 230.15 1.50 5.00 1487.92 230.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1860E+03 EXCESS= .0000E+00 OUTFLOW= .1860E+03 BASIN STORAGE= .6275E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .58 1473.30 229.79 1.48 5.00 1473.13 230.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1840E+03 EXCESS= .0000E+00 OUTFLOW= .1840E+03 BASIN STORAGE= .6083E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .38 3660.93 230.20 1.29 5.00 3658.12 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4937E+03 EXCESS= .0000E+00 OUTFLOW= .4936E+03 BASIN STORAGE= .1279E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .38 3605.05 230.09 1.28 5.00 3603.23 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4865E+03 EXCESS= .0000E+00 OUTFLOW= .4864E+03 BASIN STORAGE= .1275E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .38 3562.71 230.43 1.26 5.00 3560.88 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4808E+03 EXCESS= .0000E+00 OUTFLOW= .4807E+03 BASIN STORAGE= .1271E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .38 3524.34 230.29 1.25 5.00 3521.41 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4758E+03 EXCESS= .0000E+00 OUTFLOW= .4758E+03 BASIN STORAGE= .1266E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .75 3777.58 231.00 1.30 5.00 3771.51 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5085E+03 EXCESS= .0000E+00 OUTFLOW= .5084E+03 BASIN STORAGE= .2559E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .75 3722.70 230.90 1.28 5.00 3715.36 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5010E+03 EXCESS= .0000E+00 OUTFLOW= .5010E+03 BASIN STORAGE= .2550E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .75 3678.67 230.49 1.27 5.00 3670.77 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4951E+03 EXCESS= .0000E+00 OUTFLOW= .4951E+03 BASIN STORAGE= .2542E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .76 3640.82 230.76 1.25 5.00 3632.30 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4900E+03 EXCESS= .0000E+00 OUTFLOW= .4899E+03 BASIN STORAGE= .2534E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .68 1348.38 315.93 1.29 5.00 1348.26 315.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5214E+03 EXCESS= .0000E+00 OUTFLOW= .5213E+03 BASIN STORAGE= .1543E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .68 1332.59 315.38 1.28 5.00 1332.48 315.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5137E+03 EXCESS= .0000E+00 OUTFLOW= .5136E+03 BASIN STORAGE= .1538E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .68 1320.30 315.87 1.26 5.00 1320.18 315.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5076E+03 EXCESS= .0000E+00 OUTFLOW= .5075E+03 BASIN STORAGE= .1533E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .68 1309.56 315.54 1.25 5.00 1309.44 315.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5022E+03 EXCESS= .0000E+00 OUTFLOW= .5022E+03 BASIN STORAGE= .1529E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL00A MANE 1.00 146.55 226.00 -1.00 5.00 146.43 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE 1.00 141.91 227.00 -1.00 5.00 141.76 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE 1.00 138.21 227.00 -1.00 5.00 138.03 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE 1.00 134.98 227.00 -1.00 5.00 134.77 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .65 79.85 325.80 1.73 5.00 79.84 325.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6498E+02 EXCESS= .0000E+00 OUTFLOW= .6498E+02 BASIN STORAGE= .8524E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .65 79.35 326.22 1.70 5.00 79.34 325.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6380E+02 EXCESS= .0000E+00 OUTFLOW= .6380E+02 BASIN STORAGE= .7783E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .65 78.95 325.90 1.67 5.00 78.94 325.00 1.67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6286E+02 EXCESS= .0000E+00 OUTFLOW= .6286E+02 BASIN STORAGE= .7217E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .65 78.60 326.19 1.65 5.00 78.59 325.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6204E+02 EXCESS= .0000E+00 OUTFLOW= .6204E+02 BASIN STORAGE= .6768E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 134.50 230.00 1.72 5.00 134.50 230.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7260E+02 EXCESS= .0000E+00 OUTFLOW= .7260E+02 BASIN STORAGE= .8656E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 132.83 230.00 1.69 5.00 132.83 230.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7131E+02 EXCESS= .0000E+00 OUTFLOW= .7131E+02 BASIN STORAGE= .7903E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 131.49 230.00 1.66 5.00 131.49 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7027E+02 EXCESS= .0000E+00 OUTFLOW= .7027E+02 BASIN STORAGE= .7341E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 130.32 230.00 1.64 5.00 130.32 230.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6936E+02 EXCESS= .0000E+00 OUTFLOW= .6936E+02 BASIN STORAGE= .6889E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.09 596.77 229.02 1.64 5.00 596.43 230.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1247E+03 EXCESS= .0000E+00 OUTFLOW= .1247E+03 BASIN STORAGE= .6778E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.11 588.51 230.41 1.61 5.00 588.19 230.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1225E+03 EXCESS= .0000E+00 OUTFLOW= .1225E+03 BASIN STORAGE= .6347E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.13 582.38 228.41 1.59 5.00 581.82 230.00 1.59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+03 EXCESS= .0000E+00 OUTFLOW= .1208E+03 BASIN STORAGE= .6089E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.14 574.11 229.40 1.57 5.00 573.87 230.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1193E+03 EXCESS= .0000E+00 OUTFLOW= .1193E+03 BASIN STORAGE= .5801E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.08 880.24 230.23 1.62 5.00 880.02 230.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1567E+03 EXCESS= .0000E+00 OUTFLOW= .1567E+03 BASIN STORAGE= .2915E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.09 867.34 230.47 1.59 5.00 867.21 230.00 1.59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1541E+03 EXCESS= .0000E+00 OUTFLOW= .1541E+03 BASIN STORAGE= .2731E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.09 857.53 230.42 1.57 5.00 857.40 230.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1520E+03 EXCESS= .0000E+00 OUTFLOW= .1520E+03 BASIN STORAGE= .2615E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.10 846.82 229.41 1.55 5.00 846.76 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1501E+03 EXCESS= .0000E+00 OUTFLOW= .1501E+03 BASIN STORAGE= .2494E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.10 251.09 224.40 1.27 5.00 250.56 225.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3033E+02 EXCESS= .0000E+00 OUTFLOW= .3033E+02 BASIN STORAGE= .2127E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.10 251.20 224.40 1.25 5.00 250.61 225.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2990E+02 EXCESS= .0000E+00 OUTFLOW= .2990E+02 BASIN STORAGE= .2109E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.10 251.28 224.40 1.24 5.00 250.65 225.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2956E+02 EXCESS= .0000E+00 OUTFLOW= .2956E+02 BASIN STORAGE= .2567E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.10 251.36 224.40 1.23 5.00 250.69 225.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2927E+02 EXCESS= .0000E+00 OUTFLOW= .2927E+02 BASIN STORAGE= .2551E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.53 1347.27 230.03 1.55 5.00 1346.97 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2129E+03 EXCESS= .0000E+00 OUTFLOW= .2129E+03 BASIN STORAGE= .8588E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.54 1327.94 231.14 1.52 5.00 1321.84 230.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2094E+03 EXCESS= .0000E+00 OUTFLOW= .2094E+03 BASIN STORAGE= .8054E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.55 1312.81 232.02 1.50 5.00 1311.99 230.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2066E+03 EXCESS= .0000E+00 OUTFLOW= .2066E+03 BASIN STORAGE= .7620E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.56 1305.64 230.38 1.48 5.00 1301.96 230.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2041E+03 EXCESS= .0000E+00 OUTFLOW= .2041E+03 BASIN STORAGE= .7240E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.61 2333.59 238.17 1.36 5.00 2332.92 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7343E+03 EXCESS= .0000E+00 OUTFLOW= .7342E+03 BASIN STORAGE= .4576E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.62 2299.00 239.58 1.34 5.00 2298.75 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7230E+03 EXCESS= .0000E+00 OUTFLOW= .7228E+03 BASIN STORAGE= .4561E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.62 2279.41 238.78 1.32 5.00 2279.00 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7141E+03 EXCESS= .0000E+00 OUTFLOW= .7139E+03 BASIN STORAGE= .4547E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.63 2258.94 238.01 1.31 5.00 2258.63 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7064E+03 EXCESS= .0000E+00 OUTFLOW= .7062E+03 BASIN STORAGE= .4534E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 4.25 46.87 212.50 1.27 5.00 45.94 215.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8109E+01 EXCESS= .0000E+00 OUTFLOW= .8112E+01 BASIN STORAGE= .1745E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 4.25 46.95 212.50 1.25 5.00 46.04 215.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8021E+01 EXCESS= .0000E+00 OUTFLOW= .8024E+01 BASIN STORAGE= .1732E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 4.50 46.00 216.00 1.24 5.00 45.95 215.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7941E+01 EXCESS= .0000E+00 OUTFLOW= .7943E+01 BASIN STORAGE= .1397E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 4.50 46.08 216.00 1.23 5.00 46.01 215.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7879E+01 EXCESS= .0000E+00 OUTFLOW= .7881E+01 BASIN STORAGE= .1389E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 204.27 230.00 1.33 5.00 204.27 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2232E+02 EXCESS= .0000E+00 OUTFLOW= .2233E+02 BASIN STORAGE= .3300E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 201.75 230.00 1.31 5.00 201.75 230.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2198E+02 EXCESS= .0000E+00 OUTFLOW= .2200E+02 BASIN STORAGE= .3222E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 199.68 230.00 1.29 5.00 199.68 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2170E+02 EXCESS= .0000E+00 OUTFLOW= .2171E+02 BASIN STORAGE= .3520E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 197.91 230.00 1.28 5.00 197.91 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+02 EXCESS= .0000E+00 OUTFLOW= .2148E+02 BASIN STORAGE= .3505E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.25 313.61 233.72 1.32 5.00 311.77 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3596E+02 EXCESS= .0000E+00 OUTFLOW= .3596E+02 BASIN STORAGE= .7568E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.26 310.53 234.39 1.30 5.00 309.42 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3537E+02 EXCESS= .0000E+00 OUTFLOW= .3537E+02 BASIN STORAGE= .6489E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.27 306.11 234.94 1.28 5.00 305.99 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3488E+02 EXCESS= .0000E+00 OUTFLOW= .3488E+02 BASIN STORAGE= .6198E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.28 302.08 235.42 1.26 5.00 300.82 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3446E+02 EXCESS= .0000E+00 OUTFLOW= .3446E+02 BASIN STORAGE= .5552E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .47 380.06 235.35 1.36 5.00 379.73 235.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4441E+02 EXCESS= .0000E+00 OUTFLOW= .4441E+02 BASIN STORAGE= .5784E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .47 376.54 235.25 1.34 5.00 376.11 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4369E+02 EXCESS= .0000E+00 OUTFLOW= .4369E+02 BASIN STORAGE= .5606E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .48 372.36 235.37 1.32 5.00 371.70 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4309E+02 EXCESS= .0000E+00 OUTFLOW= .4309E+02 BASIN STORAGE= .5801E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .48 366.62 235.43 1.30 5.00 365.93 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4256E+02 EXCESS= .0000E+00 OUTFLOW= .4256E+02 BASIN STORAGE= .5767E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 2.92 399.06 233.26 1.38 5.00 398.71 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4515E+02 EXCESS= .0000E+00 OUTFLOW= .4515E+02 BASIN STORAGE= .3888E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 2.95 390.69 235.78 1.36 5.00 390.21 235.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4430E+02 EXCESS= .0000E+00 OUTFLOW= .4431E+02 BASIN STORAGE= .3982E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 2.98 381.14 235.53 1.33 5.00 380.29 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4358E+02 EXCESS= .0000E+00 OUTFLOW= .4359E+02 BASIN STORAGE= .4366E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 3.01 370.89 234.69 1.31 5.00 370.59 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4297E+02 EXCESS= .0000E+00 OUTFLOW= .4297E+02 BASIN STORAGE= .3732E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 2.85 361.85 233.35 .85 5.00 358.45 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4293E+02 EXCESS= .0000E+00 OUTFLOW= .4293E+02 BASIN STORAGE= .3333E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 2.87 354.96 232.62 .84 5.00 351.78 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4216E+02 EXCESS= .0000E+00 OUTFLOW= .4216E+02 BASIN STORAGE= .3554E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 2.90 345.08 231.98 .82 5.00 343.75 235.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4152E+02 EXCESS= .0000E+00 OUTFLOW= .4152E+02 BASIN STORAGE= .4133E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 2.92 337.74 233.98 .81 5.00 335.72 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4096E+02 EXCESS= .0000E+00 OUTFLOW= .4096E+02 BASIN STORAGE= .3622E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.26 2842.80 239.43 1.31 5.00 2835.79 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7990E+03 EXCESS= .0000E+00 OUTFLOW= .7988E+03 BASIN STORAGE= .6958E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.27 2800.94 238.69 1.29 5.00 2790.11 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7865E+03 EXCESS= .0000E+00 OUTFLOW= .7863E+03 BASIN STORAGE= .6934E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.28 2769.53 239.72 1.28 5.00 2766.50 240.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7767E+03 EXCESS= .0000E+00 OUTFLOW= .7765E+03 BASIN STORAGE= .6914E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.29 2741.89 238.47 1.26 5.00 2733.12 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7682E+03 EXCESS= .0000E+00 OUTFLOW= .7679E+03 BASIN STORAGE= .6893E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.43 2943.71 240.95 1.32 5.00 2942.55 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8133E+03 EXCESS= .0000E+00 OUTFLOW= .8132E+03 BASIN STORAGE= .4453E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.43 2895.88 241.08 1.30 5.00 2894.19 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8006E+03 EXCESS= .0000E+00 OUTFLOW= .8005E+03 BASIN STORAGE= .4438E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.44 2870.69 240.47 1.28 5.00 2868.96 240.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7906E+03 EXCESS= .0000E+00 OUTFLOW= .7905E+03 BASIN STORAGE= .4425E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.45 2835.55 240.19 1.27 5.00 2835.00 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7819E+03 EXCESS= .0000E+00 OUTFLOW= .7818E+03 BASIN STORAGE= .4412E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.46 3420.97 238.42 1.35 5.00 3420.94 240.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8835E+03 EXCESS= .0000E+00 OUTFLOW= .8833E+03 BASIN STORAGE= .8160E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.47 3370.08 240.00 1.33 5.00 3370.06 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8698E+03 EXCESS= .0000E+00 OUTFLOW= .8695E+03 BASIN STORAGE= .8132E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.48 3330.67 240.91 1.31 5.00 3328.93 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8587E+03 EXCESS= .0000E+00 OUTFLOW= .8585E+03 BASIN STORAGE= .8109E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.50 3294.24 239.56 1.30 5.00 3292.69 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8492E+03 EXCESS= .0000E+00 OUTFLOW= .8490E+03 BASIN STORAGE= .8085E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2880.76 227.88 1.32 5.00 2870.00 245.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9074E+03 EXCESS= .0000E+00 OUTFLOW= .9072E+03 BASIN STORAGE= .5683E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2881.25 227.88 1.31 5.00 2870.01 245.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8958E+03 EXCESS= .0000E+00 OUTFLOW= .8956E+03 BASIN STORAGE= .5663E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2881.70 227.88 1.29 5.00 2870.01 245.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8866E+03 EXCESS= .0000E+00 OUTFLOW= .8864E+03 BASIN STORAGE= .5647E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2882.12 227.88 1.28 5.00 2870.01 245.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8783E+03 EXCESS= .0000E+00 OUTFLOW= .8781E+03 BASIN STORAGE= .5631E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.34 167.89 224.95 1.64 5.00 167.86 225.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2974E+02 EXCESS= .0000E+00 OUTFLOW= .2974E+02 BASIN STORAGE= .2790E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.34 167.97 224.95 1.62 5.00 167.94 225.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2943E+02 EXCESS= .0000E+00 OUTFLOW= .2943E+02 BASIN STORAGE= .2763E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.34 168.04 224.95 1.61 5.00 168.00 225.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2918E+02 EXCESS= .0000E+00 OUTFLOW= .2918E+02 BASIN STORAGE= .2741E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.34 168.09 224.95 1.60 5.00 168.06 225.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2895E+02 EXCESS= .0000E+00 OUTFLOW= .2895E+02 BASIN STORAGE= .2722E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.14 3251.75 231.97 1.34 5.00 3237.17 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9614E+03 EXCESS= .0000E+00 OUTFLOW= .9613E+03 BASIN STORAGE= .3698E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.14 3248.69 232.05 1.32 5.00 3232.30 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9491E+03 EXCESS= .0000E+00 OUTFLOW= .9490E+03 BASIN STORAGE= .3685E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.14 3246.35 232.12 1.31 5.00 3229.41 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9393E+03 EXCESS= .0000E+00 OUTFLOW= .9392E+03 BASIN STORAGE= .3675E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.14 3244.30 232.18 1.29 5.00 3227.60 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9305E+03 EXCESS= .0000E+00 OUTFLOW= .9304E+03 BASIN STORAGE= .3664E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.03 3429.90 231.33 1.34 5.00 3408.40 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9838E+03 EXCESS= .0000E+00 OUTFLOW= .9837E+03 BASIN STORAGE= .3416E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.03 3421.48 231.54 1.32 5.00 3398.00 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9711E+03 EXCESS= .0000E+00 OUTFLOW= .9710E+03 BASIN STORAGE= .3404E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.03 3414.66 231.72 1.31 5.00 3390.90 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9610E+03 EXCESS= .0000E+00 OUTFLOW= .9609E+03 BASIN STORAGE= .3395E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.03 3408.99 231.88 1.30 5.00 3386.69 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9520E+03 EXCESS= .0000E+00 OUTFLOW= .9519E+03 BASIN STORAGE= .3385E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 180.05 240.00 1.48 5.00 180.05 240.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2105E+02 EXCESS= .0000E+00 OUTFLOW= .2106E+02 BASIN STORAGE= .3290E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 177.14 240.00 1.45 5.00 177.14 240.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2070E+02 EXCESS= .0000E+00 OUTFLOW= .2071E+02 BASIN STORAGE= .3262E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 174.81 240.00 1.43 5.00 174.81 240.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2042E+02 EXCESS= .0000E+00 OUTFLOW= .2043E+02 BASIN STORAGE= .3240E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 172.78 240.00 1.42 5.00 172.78 240.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2018E+02 EXCESS= .0000E+00 OUTFLOW= .2018E+02 BASIN STORAGE= .3220E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.41 3729.70 235.61 1.34 5.00 3727.12 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1024E+04 EXCESS= .0000E+00 OUTFLOW= .1024E+04 BASIN STORAGE= .4849E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.41 3717.87 235.89 1.32 5.00 3714.25 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1011E+04 EXCESS= .0000E+00 OUTFLOW= .1010E+04 BASIN STORAGE= .4832E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.41 3708.29 236.12 1.31 5.00 3704.29 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9998E+03 EXCESS= .0000E+00 OUTFLOW= .9997E+03 BASIN STORAGE= .4818E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.42 3700.02 236.33 1.30 5.00 3696.14 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9904E+03 EXCESS= .0000E+00 OUTFLOW= .9902E+03 BASIN STORAGE= .4805E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.39 3900.37 235.46 1.34 5.00 3894.91 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1045E+04 EXCESS= .0000E+00 OUTFLOW= .1045E+04 BASIN STORAGE= .4850E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.39 3885.62 235.84 1.32 5.00 3875.90 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1031E+04 EXCESS= .0000E+00 OUTFLOW= .1031E+04 BASIN STORAGE= .4833E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.39 3874.32 236.15 1.31 5.00 3862.17 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1020E+04 EXCESS= .0000E+00 OUTFLOW= .1020E+04 BASIN STORAGE= .4819E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.39 3865.39 236.40 1.30 5.00 3851.90 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1010E+04 EXCESS= .0000E+00 OUTFLOW= .1010E+04 BASIN STORAGE= .4806E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.67 4021.16 237.71 1.34 5.00 4010.25 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1061E+04 EXCESS= .0000E+00 OUTFLOW= .1060E+04 BASIN STORAGE= .9477E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.68 3996.50 238.22 1.32 5.00 3989.00 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1047E+04 EXCESS= .0000E+00 OUTFLOW= .1046E+04 BASIN STORAGE= .9444E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.68 3980.93 238.60 1.31 5.00 3973.47 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1035E+04 EXCESS= .0000E+00 OUTFLOW= .1035E+04 BASIN STORAGE= .9416E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.68 3968.87 238.88 1.29 5.00 3961.57 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1025E+04 EXCESS= .0000E+00 OUTFLOW= .1025E+04 BASIN STORAGE= .9392E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.00 966.26 243.00 -1.00 5.00 943.08 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.00 909.47 243.00 -1.00 5.00 888.96 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.00 862.98 243.00 -1.00 5.00 846.84 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.00 822.76 244.00 -1.00 5.00 808.11 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 2.96 1083.39 245.78 3.91 5.00 1074.89 245.00 3.92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5982E+02 EXCESS= .0000E+00 OUTFLOW= .5984E+02 BASIN STORAGE= .5825E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 3.03 1025.02 245.26 3.69 5.00 1021.04 245.00 3.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5645E+02 EXCESS= .0000E+00 OUTFLOW= .5647E+02 BASIN STORAGE= .5451E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 3.09 968.15 247.44 3.54 5.00 950.38 245.00 3.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5412E+02 EXCESS= .0000E+00 OUTFLOW= .5414E+02 BASIN STORAGE= .5390E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 3.15 930.99 245.32 3.39 5.00 927.12 245.00 3.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5193E+02 EXCESS= .0000E+00 OUTFLOW= .5196E+02 BASIN STORAGE= .6370E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE-C MANE 1.51 1374.19 241.91 2.11 5.00 1354.69 245.00 2.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1013E+03 EXCESS= .0000E+00 OUTFLOW= .1013E+03 BASIN STORAGE= .3075E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 1.55 1310.21 242.61 2.02 5.00 1294.72 245.00 2.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9721E+02 EXCESS= .0000E+00 OUTFLOW= .9721E+02 BASIN STORAGE= .3156E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 1.58 1216.14 242.50 1.95 5.00 1215.16 245.00 1.95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9372E+02 EXCESS= .0000E+00 OUTFLOW= .9371E+02 BASIN STORAGE= .3278E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 1.60 1189.82 246.24 1.90 5.00 1180.74 245.00 1.90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9142E+02 EXCESS= .0000E+00 OUTFLOW= .9142E+02 BASIN STORAGE= .3535E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 3.15 1436.61 245.75 1.90 5.00 1409.40 245.00 1.90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1146E+03 EXCESS= .0000E+00 OUTFLOW= .1146E+03 BASIN STORAGE= .7939E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 3.21 1371.91 246.86 1.82 5.00 1335.51 245.00 1.82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1103E+03 EXCESS= .0000E+00 OUTFLOW= .1103E+03 BASIN STORAGE= .6695E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 3.28 1285.96 246.30 1.76 5.00 1261.35 250.00 1.76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1066E+03 EXCESS= .0000E+00 OUTFLOW= .1066E+03 BASIN STORAGE= .7543E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 3.32 1243.53 245.72 1.72 5.00 1230.05 250.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1041E+03 EXCESS= .0000E+00 OUTFLOW= .1041E+03 BASIN STORAGE= .8344E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 2.84 1547.22 249.61 1.72 5.00 1540.92 250.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1338E+03 EXCESS= .0000E+00 OUTFLOW= .1338E+03 BASIN STORAGE= .4476E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 2.89 1476.64 248.63 1.67 5.00 1469.36 250.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1291E+03 EXCESS= .0000E+00 OUTFLOW= .1291E+03 BASIN STORAGE= .5432E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 2.96 1386.49 248.58 1.61 5.00 1386.20 250.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1251E+03 EXCESS= .0000E+00 OUTFLOW= .1251E+03 BASIN STORAGE= .5442E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 2.99 1362.34 250.85 1.58 5.00 1356.41 250.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1224E+03 EXCESS= .0000E+00 OUTFLOW= .1224E+03 BASIN STORAGE= .4724E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 5456.54 255.00 1.37 5.00 5456.54 255.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+04 EXCESS= .0000E+00 OUTFLOW= .1208E+04 BASIN STORAGE= .2094E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 5370.06 255.00 1.35 5.00 5370.06 255.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1189E+04 EXCESS= .0000E+00 OUTFLOW= .1189E+04 BASIN STORAGE= .2086E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 5272.47 255.00 1.33 5.00 5272.47 255.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1174E+04 EXCESS= .0000E+00 OUTFLOW= .1173E+04 BASIN STORAGE= .2080E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 5231.95 255.00 1.31 5.00 5231.95 255.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1161E+04 EXCESS= .0000E+00 OUTFLOW= .1160E+04 BASIN STORAGE= .2074E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDBN03 MANE .50 71.08 239.00 -1.00 5.00 57.73 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE .50 67.74 237.50 -1.00 5.00 55.64 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE .50 74.38 238.00 -1.00 5.00 55.11 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE .75 76.25 238.50 -1.00 5.00 57.19 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.02 544.29 221.80 1.39 5.00 540.12 220.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5590E+02 EXCESS= .0000E+00 OUTFLOW= .5590E+02 BASIN STORAGE= .3085E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.03 532.44 221.29 1.36 5.00 530.18 220.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5486E+02 EXCESS= .0000E+00 OUTFLOW= .5486E+02 BASIN STORAGE= .2788E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.04 526.62 222.53 1.34 5.00 522.13 220.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5410E+02 EXCESS= .0000E+00 OUTFLOW= .5410E+02 BASIN STORAGE= .3257E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.05 519.74 221.57 1.33 5.00 516.83 220.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5338E+02 EXCESS= .0000E+00 OUTFLOW= .5338E+02 BASIN STORAGE= .3074E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.52 688.41 222.31 1.44 5.00 684.23 225.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7388E+02 EXCESS= .0000E+00 OUTFLOW= .7388E+02 BASIN STORAGE= .2773E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.53 676.39 222.37 1.41 5.00 672.69 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7254E+02 EXCESS= .0000E+00 OUTFLOW= .7255E+02 BASIN STORAGE= .2750E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.54 666.86 222.14 1.39 5.00 664.34 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7157E+02 EXCESS= .0000E+00 OUTFLOW= .7157E+02 BASIN STORAGE= .2772E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.55 660.13 223.06 1.37 5.00 655.39 225.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7065E+02 EXCESS= .0000E+00 OUTFLOW= .7065E+02 BASIN STORAGE= .2535E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 2.96 790.84 227.71 1.36 5.00 783.47 225.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8695E+02 EXCESS= .0000E+00 OUTFLOW= .8696E+02 BASIN STORAGE= .4763E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 2.98 776.69 226.33 1.34 5.00 768.07 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8536E+02 EXCESS= .0000E+00 OUTFLOW= .8537E+02 BASIN STORAGE= .6043E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 2.99 767.15 227.52 1.32 5.00 757.54 225.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8418E+02 EXCESS= .0000E+00 OUTFLOW= .8419E+02 BASIN STORAGE= .4791E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 3.01 754.83 225.76 1.30 5.00 748.84 225.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8307E+02 EXCESS= .0000E+00 OUTFLOW= .8307E+02 BASIN STORAGE= .4936E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 2.65 947.37 230.54 1.36 5.00 946.53 230.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1058E+03 EXCESS= .0000E+00 OUTFLOW= .1058E+03 BASIN STORAGE= .4946E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 2.67 929.49 229.66 1.34 5.00 928.09 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1039E+03 EXCESS= .0000E+00 OUTFLOW= .1039E+03 BASIN STORAGE= .5565E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 2.69 916.18 230.93 1.32 5.00 915.25 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1024E+03 EXCESS= .0000E+00 OUTFLOW= .1024E+03 BASIN STORAGE= .6080E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 2.70 905.09 229.32 1.30 5.00 903.20 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1011E+03 EXCESS= .0000E+00 OUTFLOW= .1011E+03 BASIN STORAGE= .4629E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.18 1136.79 231.78 1.35 5.00 1123.63 230.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1278E+03 EXCESS= .0000E+00 OUTFLOW= .1278E+03 BASIN STORAGE= .6469E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.20 1112.89 233.58 1.32 5.00 1101.15 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1254E+03 EXCESS= .0000E+00 OUTFLOW= .1254E+03 BASIN STORAGE= .7792E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.22 1098.84 231.67 1.30 5.00 1085.84 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1237E+03 EXCESS= .0000E+00 OUTFLOW= .1237E+03 BASIN STORAGE= .6351E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.23 1087.39 232.90 1.29 5.00 1070.92 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1220E+03 EXCESS= .0000E+00 OUTFLOW= .1220E+03 BASIN STORAGE= .6892E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.34 6398.78 251.21 1.36 5.00 6394.13 250.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1354E+04 EXCESS= .0000E+00 OUTFLOW= .1354E+04 BASIN STORAGE= .4993E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.35 6277.25 250.35 1.34 5.00 6274.63 250.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1333E+04 EXCESS= .0000E+00 OUTFLOW= .1333E+04 BASIN STORAGE= .4975E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.35 6174.05 250.62 1.32 5.00 6172.90 250.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1315E+04 EXCESS= .0000E+00 OUTFLOW= .1315E+04 BASIN STORAGE= .4960E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.36 6120.21 250.12 1.31 5.00 6119.85 250.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1300E+04 EXCESS= .0000E+00 OUTFLOW= .1300E+04 BASIN STORAGE= .4946E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 251.45 230.00 1.32 5.00 251.45 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2435E+02 EXCESS= .0000E+00 OUTFLOW= .2436E+02 BASIN STORAGE= .2230E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 247.20 230.00 1.30 5.00 247.20 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2392E+02 EXCESS= .0000E+00 OUTFLOW= .2392E+02 BASIN STORAGE= .2209E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 243.81 230.00 1.28 5.00 243.81 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2357E+02 EXCESS= .0000E+00 OUTFLOW= .2358E+02 BASIN STORAGE= .2193E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 240.84 230.00 1.27 5.00 240.84 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+02 EXCESS= .0000E+00 OUTFLOW= .2328E+02 BASIN STORAGE= .2179E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.39 500.53 230.75 1.38 5.00 498.48 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5263E+02 EXCESS= .0000E+00 OUTFLOW= .5263E+02 BASIN STORAGE= .2132E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.40 492.27 230.90 1.36 5.00 490.11 230.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5172E+02 EXCESS= .0000E+00 OUTFLOW= .5172E+02 BASIN STORAGE= .1992E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.41 485.62 230.74 1.34 5.00 483.47 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5099E+02 EXCESS= .0000E+00 OUTFLOW= .5099E+02 BASIN STORAGE= .2080E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.41 479.33 230.44 1.32 5.00 478.02 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5035E+02 EXCESS= .0000E+00 OUTFLOW= .5035E+02 BASIN STORAGE= .1857E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.51 677.47 231.29 1.44 5.00 674.67 230.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7340E+02 EXCESS= .0000E+00 OUTFLOW= .7340E+02 BASIN STORAGE= .2680E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.52 666.46 231.29 1.42 5.00 663.49 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7216E+02 EXCESS= .0000E+00 OUTFLOW= .7216E+02 BASIN STORAGE= .2535E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.53 657.21 230.99 1.40 5.00 654.37 230.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7117E+02 EXCESS= .0000E+00 OUTFLOW= .7117E+02 BASIN STORAGE= .2270E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.54 648.75 230.48 1.38 5.00 647.05 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7030E+02 EXCESS= .0000E+00 OUTFLOW= .7030E+02 BASIN STORAGE= .2649E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 3.84 879.99 234.35 1.34 5.00 875.66 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9733E+02 EXCESS= .0000E+00 OUTFLOW= .9732E+02 BASIN STORAGE= .8502E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 3.87 857.63 232.11 1.32 5.00 855.66 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9562E+02 EXCESS= .0000E+00 OUTFLOW= .9561E+02 BASIN STORAGE= .8792E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 3.89 853.33 233.44 1.30 5.00 845.96 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9426E+02 EXCESS= .0000E+00 OUTFLOW= .9425E+02 BASIN STORAGE= .7131E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 3.91 842.42 234.55 1.29 5.00 839.61 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9306E+02 EXCESS= .0000E+00 OUTFLOW= .9306E+02 BASIN STORAGE= .8069E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.06 1044.34 235.50 1.37 5.00 1041.66 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1181E+03 EXCESS= .0000E+00 OUTFLOW= .1181E+03 BASIN STORAGE= .6217E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.09 1020.36 237.57 1.35 5.00 1019.47 235.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1161E+03 EXCESS= .0000E+00 OUTFLOW= .1161E+03 BASIN STORAGE= .7217E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.10 1012.17 235.57 1.33 5.00 1009.63 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1145E+03 EXCESS= .0000E+00 OUTFLOW= .1145E+03 BASIN STORAGE= .6291E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.11 1001.13 236.34 1.31 5.00 996.96 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1130E+03 EXCESS= .0000E+00 OUTFLOW= .1130E+03 BASIN STORAGE= .6948E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.52 7357.19 245.70 1.37 5.00 7353.66 245.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1488E+04 EXCESS= .0000E+00 OUTFLOW= .1488E+04 BASIN STORAGE= .6276E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.53 7242.86 245.67 1.34 5.00 7240.97 245.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1464E+04 EXCESS= .0000E+00 OUTFLOW= .1464E+04 BASIN STORAGE= .6254E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.53 7150.59 245.39 1.33 5.00 7149.67 245.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1444E+04 EXCESS= .0000E+00 OUTFLOW= .1444E+04 BASIN STORAGE= .6235E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.54 7087.07 244.68 1.31 5.00 7086.32 245.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1428E+04 EXCESS= .0000E+00 OUTFLOW= .1428E+04 BASIN STORAGE= .6218E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 155.21 250.00 1.48 5.00 155.21 250.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1940E+02 EXCESS= .0000E+00 OUTFLOW= .1940E+02 BASIN STORAGE= .4897E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 152.68 250.00 1.45 5.00 152.68 250.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1907E+02 EXCESS= .0000E+00 OUTFLOW= .1908E+02 BASIN STORAGE= .4858E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 150.65 250.00 1.43 5.00 150.65 250.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1882E+02 EXCESS= .0000E+00 OUTFLOW= .1882E+02 BASIN STORAGE= .4826E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 148.88 250.00 1.42 5.00 148.88 250.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1859E+02 EXCESS= .0000E+00 OUTFLOW= .1859E+02 BASIN STORAGE= .4799E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.14 7614.41 248.71 1.37 5.00 7598.11 250.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1524E+04 EXCESS= .0000E+00 OUTFLOW= .1524E+04 BASIN STORAGE= .8801E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.16 7492.95 248.04 1.35 5.00 7473.68 250.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1499E+04 EXCESS= .0000E+00 OUTFLOW= .1499E+04 BASIN STORAGE= .8769E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.17 7394.79 247.08 1.33 5.00 7375.56 245.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1479E+04 EXCESS= .0000E+00 OUTFLOW= .1479E+04 BASIN STORAGE= .8743E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.17 7327.12 247.94 1.31 5.00 7302.77 250.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1462E+04 EXCESS= .0000E+00 OUTFLOW= .1462E+04 BASIN STORAGE= .8719E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 275.50 225.00 1.51 5.00 275.50 225.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3235E+02 EXCESS= .0000E+00 OUTFLOW= .3236E+02 BASIN STORAGE= .2857E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 271.05 225.00 1.49 5.00 271.05 225.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3182E+02 EXCESS= .0000E+00 OUTFLOW= .3183E+02 BASIN STORAGE= .2832E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 267.49 225.00 1.47 5.00 267.49 225.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3140E+02 EXCESS= .0000E+00 OUTFLOW= .3141E+02 BASIN STORAGE= .2811E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 264.37 225.00 1.45 5.00 264.37 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3103E+02 EXCESS= .0000E+00 OUTFLOW= .3103E+02 BASIN STORAGE= .2793E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 4.63 585.07 231.64 1.53 5.00 577.87 235.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7288E+02 EXCESS= .0000E+00 OUTFLOW= .7289E+02 BASIN STORAGE= .7490E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 4.66 575.80 233.07 1.50 5.00 568.55 235.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7164E+02 EXCESS= .0000E+00 OUTFLOW= .7164E+02 BASIN STORAGE= .8169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 4.68 568.77 234.24 1.48 5.00 567.26 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7083E+02 EXCESS= .0000E+00 OUTFLOW= .7083E+02 BASIN STORAGE= .6949E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 4.71 562.46 230.57 1.47 5.00 559.37 235.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6998E+02 EXCESS= .0000E+00 OUTFLOW= .6998E+02 BASIN STORAGE= .8039E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .65 8353.92 245.87 1.38 5.00 8335.90 245.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+04 EXCESS= .0000E+00 OUTFLOW= .1632E+04 BASIN STORAGE= .3072E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .65 8217.46 245.52 1.35 5.00 8202.34 245.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1605E+04 EXCESS= .0000E+00 OUTFLOW= .1605E+04 BASIN STORAGE= .3061E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .65 8122.50 246.00 1.34 5.00 8104.92 245.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1584E+04 EXCESS= .0000E+00 OUTFLOW= .1584E+04 BASIN STORAGE= .3052E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .66 8044.42 245.68 1.32 5.00 8025.88 245.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1566E+04 EXCESS= .0000E+00 OUTFLOW= .1566E+04 BASIN STORAGE= .3044E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 128.66 230.00 1.82 5.00 128.66 230.00 1.82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1239E+02 EXCESS= .0000E+00 OUTFLOW= .1240E+02 BASIN STORAGE= .2017E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 126.93 230.00 1.79 5.00 126.93 230.00 1.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1221E+02 EXCESS= .0000E+00 OUTFLOW= .1222E+02 BASIN STORAGE= .2002E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 125.54 230.00 1.77 5.00 125.54 230.00 1.77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1206E+02 EXCESS= .0000E+00 OUTFLOW= .1207E+02 BASIN STORAGE= .1991E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 124.33 230.00 1.75 5.00 124.33 230.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1194E+02 EXCESS= .0000E+00 OUTFLOW= .1195E+02 BASIN STORAGE= .1980E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 2.89 285.95 231.02 1.58 5.00 285.44 230.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2953E+02 EXCESS= .0000E+00 OUTFLOW= .2953E+02 BASIN STORAGE= .3109E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 2.90 281.20 229.49 1.55 5.00 280.78 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2906E+02 EXCESS= .0000E+00 OUTFLOW= .2906E+02 BASIN STORAGE= .3119E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 2.92 278.50 230.61 1.53 5.00 277.91 230.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2868E+02 EXCESS= .0000E+00 OUTFLOW= .2869E+02 BASIN STORAGE= .3253E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 2.93 274.43 231.59 1.51 5.00 273.98 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2835E+02 EXCESS= .0000E+00 OUTFLOW= .2835E+02 BASIN STORAGE= .3460E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 179.58 240.00 1.32 5.00 179.58 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1868E+02 EXCESS= .0000E+00 OUTFLOW= .1868E+02 BASIN STORAGE= .3065E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 176.57 240.00 1.29 5.00 176.57 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+02 EXCESS= .0000E+00 OUTFLOW= .1835E+02 BASIN STORAGE= .3040E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 174.16 240.00 1.27 5.00 174.16 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1808E+02 EXCESS= .0000E+00 OUTFLOW= .1808E+02 BASIN STORAGE= .3019E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 172.05 240.00 1.26 5.00 172.05 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1784E+02 EXCESS= .0000E+00 OUTFLOW= .1785E+02 BASIN STORAGE= .3001E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 601.16 240.00 1.31 5.00 601.16 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6867E+02 EXCESS= .0000E+00 OUTFLOW= .6867E+02 BASIN STORAGE= .9163E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 591.97 240.00 1.29 5.00 591.97 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6746E+02 EXCESS= .0000E+00 OUTFLOW= .6746E+02 BASIN STORAGE= .9094E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 583.38 240.00 1.27 5.00 583.38 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6649E+02 EXCESS= .0000E+00 OUTFLOW= .6649E+02 BASIN STORAGE= .9038E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 576.09 240.00 1.26 5.00 576.09 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6564E+02 EXCESS= .0000E+00 OUTFLOW= .6564E+02 BASIN STORAGE= .8988E-02 PERCENT ERROR= .0

 

 

 

*** NORMAL END OF HEC-1 ***