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

* * * *

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

* JUN 1998 * * HYDROLOGIC ENGINEERING CENTER *

* VERSION 4.1 * * 609 SECOND STREET *

* * * DAVIS, CALIFORNIA 95616 *

* RUN DATE 22NOV16 TIME 08:29:08 * * (916) 756-1104 *

* * * *

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

 

 

 

 

 

X X XXXXXXX XXXXX X

X X X X X XX

X X X X X

XXXXXXX XXXX X XXXXX X

X X X X X

X X X X X X

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 SLATER HANIFAN GROUP

2 ID OLYMPIA COMPANIES

3 ID SKYE CANYON

4 ID MASTER DRAINAGE STUDY 2016 - CCRFCD RTC

5 ID ULTIMATE DRAINAGE CONDITION - IMPACT TO SILVERSTONE RFCD FACILITIES

6 ID

7 ID RETURN PERIOD ------- 100-YEAR

8 ID DISTRIBUTION -------- 6-HOUR SDN4

9 ID PROJECT NO. --------- OLY1603.000

10 ID FILENAME ------------ Ultimate4-Silverstone.H1

11 ID DATE ---------------- November 2016

12 ID MODELED BY ---------- SMJ

13 ID

14 ID SIX HOUR DEPTH-AREA REDUCTION FACTORS

15 ID DRAINAGE AREA (MI^2) DARF

16 ID 8.0-9.99 0.88

17 ID 10.0-12.0 0.86

18 ID

19 IT 5 0 0 500

20 IO 5 0 0

21 IN 5 0 0

22 JR PREC 0.88 0.86

*

23 KK WUS95

24 KM KYLE CANYON INTERCHANGE - WEST HALF

25 BA .0133

26 PB 2.77

27 PC 0 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151

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

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

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

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

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

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

34 PC 0.998 0.999 1.000

35 LS 0 98.0

36 UD 0.082

*

37 KK DHD01B

38 KM FACILITY E-9

39 KM FLOW SPLIT AT VTN CULVERT 1

40 KM FLOW SPLITS TO BETWEEN NB AND SB ROADS OF US-95

41 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

42 DT DCHD1B

43 DI 0 133 187 250

44 DQ 0 120 135 150

*

1 HEC-1 INPUT PAGE 2

 

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

 

45 KK DHD02B

46 KM FACILITY E-10

47 KM FLOW SPLIT AT VTN CULVERT 2

48 KM FLOW SPLITS TO BETWEEN NB AND SB ROADS OF US-95

49 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

50 DT DCHD2B

51 DI 0 100 138

52 DQ 0 99 135

*

53 KK WML15A

54 KM WEST BASIN, WEST OF SKYE PARK DRIVE

55 BA .0193

56 PB 2.93

57 LS 0 95.0

58 UD 0.084

*

59 KK WSPD1

60 KM WEST BASIN, SKYE PARK DRIVE

61 BA .0011

62 PB 2.93

63 LS 0 98.0

64 UD 0.055

*

65 KK WC1

66 KM FAR NW OF IRON MT/GRAND CANYON INTERSECTION

67 KM COMBINE WML15A, WSPD1

68 HC 2

*

69 KK WIRN4

70 KM WEST BASIN, IRN MT ROAD

71 BA .0042

72 PB 2.93

73 LS 0 98.0

74 UD 0.079

*

75 KK WMLA1A

76 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

77 BA .0101

78 PB 2.93

79 LS 0 95.0

80 UD 0.093

*

81 KK WC2

82 KM NW OF IRON MT/GRAND CANYON INTERSECTION

83 KM COMBINE WC1, WIRN4, WMLA1A

84 HC 3

*

1 HEC-1 INPUT PAGE 3

 

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

 

85 KK WGED1B

86 KM WEST BASIN, WEST OF US95

87 BA .0179

88 PB 2.93

89 LS 0 94.0

90 UD 0.113

*

91 KK WIRN5

92 KM WEST BASIN, WEST OF US95

93 BA .0012

94 PB 2.93

95 LS 0 98.0

96 UD 0.050

*

97 KK WC3

98 KM W OF IRON MT/US95 INTERSECTION

99 KM COMBINE WC2, WGED1B, WIRON5

100 HC 3

*

101 KK OFFW

102 BA .0122

103 PB 2.77

104 LS 0 92.0

105 UD .089

*

106 KK CHD04B

107 HC 3

*

108 KK WPRK7

109 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

110 BA .0046

111 PB 2.93

112 LS 0 84.0

113 UD 0.113

*

114 KK WMLA1B

115 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

116 BA .0187

117 PB 2.93

118 LS 0 95.0

119 UD 0.103

*

1 HEC-1 INPUT PAGE 4

 

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

 

120 KK WMLA2

121 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

122 BA .0476

123 PB 2.93

124 LS 0 95.0

125 UD 0.137

*

126 KK WGRC2

127 KM WEST BASIN, GRAND CANYON DRIVE

128 BA .0041

129 PB 2.93

130 LS 0 98.0

131 UD 0.075

*

132 KK WC4

133 KM W OF IRON MT/US95 INTERSECTION

134 KM COMBINE WPRK7, WMLA1B, WMLA2, WGRC2

135 HC 4

*

136 KK WMLA3

137 KM WEST BASIN, WEST OF US95

138 BA .0180

139 PB 2.93

140 LS 0 95.0

141 UD 0.104

*

142 KK WC5

143 KM W OF IRON MT/US95 INTERSECTION

144 HC 2

*

145 KK CHD05B

146 KM DISCHARGE DIRECTLY INTO EXISTING US-95 INTERIM MPU FACILITY

147 HC 2

*

148 KK WML16

149 KM WEST BASIN, WEST OF SKYE PARK DRIVE

150 BA .0346

151 PB 2.93

152 LS 0 95.0

153 UD 0.118

*

154 KK WSPD3

155 KM WEST BASIN, SKYE PARK DRIVE

156 BA .0014

157 PB 2.93

158 LS 0 98.0

159 UD 0.072

*

1 HEC-1 INPUT PAGE 5

 

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

 

160 KK WC6

161 KM N OF SKYE CANYON PARK/SKYE PARK INTERSECTION

162 KM COMBINE WML16, WSPD3

163 HC 2

*

164 KK WL9A

165 KM WEST BASIN, WEST OF SKYE PARK DRIVE

166 BA .0284

167 PB 2.93

168 LS 0 92.0

169 UD 0.118

*

170 KK WL10A

171 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

172 BA .0267

173 PB 2.93

174 LS 0 92.0

175 UD 0.125

*

176 KK WSCP4

177 KM WEST BASIN, SKYE CANYON PARK DRIVE

178 BA .0122

179 PB 2.93

180 LS 0 98.0

181 UD 0.103

*

182 KK WC7

183 KM W OF SKYE CANYON PARK/GRAND CANYON INTERSECTION

184 KM COMBINE WC6, WL9A, WL10A, WSCP4

185 HC 4

*

186 KK WGC3

187 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

188 BA .0476

189 PB 2.93

190 LS 0 95.0

191 UD 0.099

*

192 KK WGRC1A

193 KM WEST BASIN, GRAND CANYON DRIVE

194 BA .0020

195 PB 2.93

196 LS 0 98.0

197 UD 0.111

*

1 HEC-1 INPUT PAGE 6

 

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

 

198 KK WML15B

199 KM WEST BASIN, WEST OF SKYE PARK DRIVE

200 BA .0175

201 PB 2.93

202 LS 0 95.0

203 UD 0.102

*

204 KK WSPD2

205 KM WEST BASIN, SKYE PARK DRIVE

206 BA .0012

207 PB 2.93

208 LS 0 98.0

209 UD 0.050

*

210 KK WC8

211 KM COMBINE WML15B, WSPD2

212 HC 2

*

213 KK WC9

214 KM FAR N OF SKYE CANYON PARK/GRAND CANYON INTERSECTION

215 KM COMBINE WC7, WC8, WGRC1A, WGC3

216 HC 4

*

217 KK OFF14

218 BA .0145

219 PB 2.77

220 LS 0 94.7

221 UD 0.108

*

222 KK CHD06B

223 KM ACCOUNTS FOR DIRECT CONNECTION FROM CHD05B TO US-95 INTERIM MPU FACILITY

224 HC 3

*

225 KK 95-9A

226 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

227 BA .0110

228 PB 2.77

229 LS 0 94.7

230 UD 0.095

*

231 KK CHD07B

232 KM COMBINE CHD06B, 95-9A

233 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

234 HC 2

*

1 HEC-1 INPUT PAGE 7

 

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

 

235 KK OFF15

236 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

237 BA .0348

238 PB 2.77

239 LS 0 94.7

240 UD 0.108

*

241 KK CHD7B2

242 KM COMBINE CHD07B, OFF15

243 KM COMBINE FLOWS IN MPU FACILITY

244 KM REVISED FROM GCW MASTER DRAINAGE STUDY

245 HC 2

*

246 KK OFF17B

247 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

248 KM ADDED FROM HORSE INTERCHANGE MODEL

249 BA .0080

250 PB 2.773

251 LS 0 92.1

252 UD 0.069

*

253 KK OFF17A

254 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

255 KM ADDED FROM HORSE INTERCHANGE MODEL

256 BA .0305

257 PB 2.773

258 LS 0 92.1

259 UD 0.104

*

260 KK COFF17

261 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

262 KM ADDED FROM HORSE INTERCHANGE MODEL

263 KM COMBINE OFF17A, OFF17B

264 KM CULVERT AT BASIN OFF24B

265 HC 2

*

266 KK ON1

267 KM START CENTENNIAL POINT HEC-1 DATA

268 BA .0042

269 PB 2.86

270 LS 0 91.2

271 UD 0.085

*

1 HEC-1 INPUT PAGE 8

 

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

 

272 KK ON4A

273 BA .0045

274 LS 0 91.2

275 UD 0.077

*

276 KK C1

277 KM COMBINE ON1 AND ON4A

278 HC 2

*

279 KK D1

280 KM DIVERT FLOW INTO BASIN ON6

281 DT DIV1

282 DI 0 16

283 DQ 0 13

*

284 KK ON5

285 BA .0052

286 LS 0 91.2

287 UD 0.080

*

288 KK C2

289 KM COMBINE C1 AND ON5

290 HC 2

*

291 KK D1A

292 KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN

293 DT DIV1A

294 DI 0 50

295 DQ 0 50

*

296 KK ON4B

297 BA .0031

298 LS 0 91.2

299 UD 0.085

*

300 KK RET1

301 KM RETRIEVE FLOW FROM D1

302 DR DIV1

*

303 KK ON6

304 BA .0039

305 LS 0 91.2

306 UD 0.074

*

1 HEC-1 INPUT PAGE 9

 

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

 

307 KK C3

308 KM COMBINE RET1 AND ON6

309 HC 2

*

310 KK D1B

311 KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN

312 DT DIV1B

313 DI 0 50

314 DQ 0 50

*

315 KK ON2

316 BA .0050

317 LS 0 91.2

318 UD 0.080

*

319 KK ON3

320 BA .0063

321 LS 0 91.5

322 UD 0.079

*

323 KK ON9

324 BA .0045

325 LS 0 91.4

326 UD 0.096

*

327 KK C4

328 KM COMBINE ON2, ON3 AND ON9

329 HC 3

*

330 KK D2

331 KM DIVERT FLOW INTO BASIN ON8

332 DT DIV2

333 DI 0 29

334 DQ 0 24

*

335 KK ON10

336 BA .0025

337 LS 0 91.5

338 UD 0.071

*

339 KK C5

340 KM COMBINE C4 AND ON10

341 HC 2

*

1 HEC-1 INPUT PAGE 10

 

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

 

342 KK D3

343 KM DIVERT FLOW INTO BASIN ON7

344 DT DIV3

345 DI 0 10

346 DQ 0 8

*

347 KK ON11

348 BA .0025

349 LS 0 91.5

350 UD 0.067

*

351 KK C6

352 KM COMBINE C5 AND ON11

353 HC 2

*

354 KK D1C

355 KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN

356 DT DIV1C

357 DI 0 50

358 DQ 0 50

*

359 KK CD1C

360 KM COMBINE D1A, ON4B, D1B AND D1C

361 KM PICK UP AT OFF23

362 HC 4

*

363 KK DRCD1C

364 KM DIVERT FLOW TO BASIN OFF23

365 DT DOFF23

366 DI 0 50 100

367 DQ 0 50 100

*

368 KK ON8

369 BA .0042

370 LS 0 83.5

371 UD 0.074

*

372 KK RET2

373 KM RETRIEVE FLOW FROM D2

374 DR DIV2

*

1 HEC-1 INPUT PAGE 11

 

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

 

375 KK C7

376 KM COMBINE ON11 AND RET2

377 HC 2

*

378 KK RET3

379 KM RETRIEVE FLOW FROM D3

380 DR DIV3

*

381 KK ON7

382 BA .0073

383 LS 0 91.3

384 UD 0.077

*

385 KK C8

386 KM COMBINE C7, RET3 AND ON7

387 HC 3

*

388 KK RET1A

389 KM RETRIEVE FLOW FROM D1A IN TEE PEE

390 DR DIV1A

*

391 KK RET1B

392 KM RETRIEVE FLOW FROM D1B IN TEE PEE

393 DR DIV1B

*

394 KK RET1C

395 KM RETRIEVE FLOW FROM D1C IN TEE PEE

396 DR DIV1C

*

397 KK C9

398 KM COMBINE C8, RET1A, RET1B, RET1C IN TEE PEE

399 KM END CENTENNIAL POINT HEC-1 DATA

400 HC 3

*

401 KK ON2D

402 KM START GRAND CANYON APARTMENTS HEC-1 DATA

403 BA .0105

404 PB 2.90

405 LS 0 95

406 UD 0.094

*

1 HEC-1 INPUT PAGE 12

 

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

 

407 KK ON5D

408 BA .0038

409 LS 0 95

410 UD 0.067

*

411 KK CP1

412 KM COMBINE ON2D AND ON5D

413 HC 2

*

414 KK ON3D

415 BA .0036

416 LS 0 95

417 UD 0.084

*

418 KK CP2

419 KM COMBINE CP1 AND ON3D

420 HC 2

*

421 KK ON1D

422 BA .0075

423 LS 0 95

424 UD 0.079

*

425 KK ON4D

426 BA .0041

427 LS 0 95

428 UD 0.096

*

429 KK CP3

430 KM COMBINE ON1D AND ON4D

431 HC 2

*

432 KK CP4

433 KM COMBINE CP2 AND CP3

434 KM END GRAND CANYON APARTMENTS HEC-1 DATA

435 HC 2

*

436 KK CENGCA

437 KM COMBINE DRCD1C, C9, CP4

438 KM CD1C IS DIVERSION OF FLOW ON TEE PEE FROM CENTENNIAL POINT

439 KM CP4 AND C9 ARE ENDING OF THE APARTMENT COMPLEX AND DEVELOPMENT

440 HC 4

*

1 HEC-1 INPUT PAGE 13

 

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

 

441 KK WML9

442 KM WEST BASIN, WEST OF EGAN CREST DRIVE

443 BA .0257

444 PB 3.00

445 LS 0 94.9

446 UD 0.083

*

447 KK WPRK5

448 KM WEST BASIN, WEST OF EGAN CREST DRIVE

449 BA .0031

450 PB 3.00

451 LS 0 84.0

452 UD 0.064

*

453 KK WC10A

454 KM FAR W OF EAGLE CANYON/EGAN CREST INTERSECTION

455 KM COMBINE WML9, WPRK5

456 HC 2

*

457 KK WEGL1

458 KM WEST BASIN, EAGLE CANYON AVE

459 BA .0052

460 PB 3.00

461 LS 0 98.0

462 UD 0.083

*

463 KK WL4B

464 BA .0140

465 PB 3.00

466 LS 0 92.0

467 UD 0.093

*

468 KK WC10B

469 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION

470 HC 3

*

471 KK WML10

472 KM WEST BASIN, WEST OF EGAN CREST DRIVE

473 BA .0181

474 PB 3.00

475 LS 0 95.0

476 UD 0.092

*

1 HEC-1 INPUT PAGE 14

 

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

 

477 KK WEGN3

478 KM WEST BASIN, EGAN CREST DRIVE

479 BA .0051

480 PB 3.00

481 LS 0 98.0

482 UD 0.136

*

483 KK WML11

484 KM WEST BASIN, WEST OF EGAN CREST DRIVE

485 BA .0448

486 PB 3.00

487 LS 0 92.7

488 UD 0.121

*

489 KK WC11

490 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION

491 KM COMBINE WML10, WEGN3, WML11

492 HC 3

*

493 KK WC12

494 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION

495 KM COMBINE WC10B, WC11

496 HC 2

*

497 KK WL6B

498 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

499 BA .0165

500 PB 3.00

501 LS 0 92.0

502 UD 0.106

*

503 KK WL7

504 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

505 BA .0180

506 PB 3.00

507 LS 0 92.0

508 UD 0.095

*

509 KK WML13

510 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

511 BA .0256

512 PB 3.00

513 LS 0 95.0

514 UD 0.117

*

1 HEC-1 INPUT PAGE 15

 

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

 

515 KK WEGL2

516 KM WEST BASIN, EAGLE CANYON AVE

517 BA .0051

518 PB 3.00

519 LS 0 98.0

520 UD 0.072

*

521 KK WC13

522 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION

523 KM COMBINE WC12, WL6B, WL7, WML13, WEGL2

524 HC 5

*

525 KK WML14

526 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

527 BA .0300

528 PB 3.00

529 LS 0 95.0

530 UD 0.111

*

531 KK WL8

532 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

533 BA .0272

534 PB 3.00

535 LS 0 92.0

536 UD 0.128

*

537 KK WSKV3

538 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

539 BA .0066

540 PB 2.93

541 LS 0 98.0

542 UD 0.100

*

543 KK WSKV4

544 KM WEST BASIN, SKY VILLAGE ROAD

545 BA .0070

546 PB 3.00

547 LS 0 98.0

548 UD 0.099

*

549 KK WC14

550 KM E OF EAGLE CANYON/EGAN CREST INTERSECTION

551 KM COMBINE WC13, WML14, WL8, WSKV3, WSKV4

552 HC 5

*

1 HEC-1 INPUT PAGE 16

 

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

 

553 KK WL9B

554 KM WEST BASIN, WEST OF SKY PARK DRIVE

555 BA .0224

556 PB 2.93

557 LS 0 92.0

558 UD 0.116

*

559 KK WSPD4

560 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

561 BA .0036

562 PB 2.93

563 LS 0 98.0

564 UD 0.095

*

565 KK WC15

566 KM N OF EAGLE CANYON/SKY PARK DRIVE INTERSECTION

567 KM COMBINE WL9B, WSPD4

568 HC 2

*

569 KK WL11

570 KM WEST BASIN, WEST OF MOUNTAIN LANDING STREET

571 BA .0573

572 PB 2.93

573 LS 0 92.0

574 UD 0.131

*

575 KK WPRK8

576 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

577 BA .0027

578 PB 2.93

579 LS 0 84.0

580 UD 0.077

*

581 KK WPRK9

582 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

583 BA .0007

584 PB 2.93

585 LS 0 84.0

586 UD 0.069

*

587 KK WMTL1

588 KM WEST BASIN, MOUNTAIN LANDING STREET

589 BA .0020

590 PB 2.93

591 LS 0 98.0

592 UD 0.069

*

1 HEC-1 INPUT PAGE 17

 

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

 

593 KK WC16

594 KM S OF EAGLE CANYON/MOUNTAIN LANDING INTERSECTION

595 KM COMBINE WL11, WPRK8, WPRK9, WMTL1

596 HC 4

*

597 KK WEGL3

598 KM WEST BASIN, EAGLE CANYON AVE

599 BA .0075

600 PB 3.00

601 LS 0 98.0

602 UD 0.098

*

603 KK WL10B

604 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

605 BA .0286

606 PB 2.93

607 LS 0 92.0

608 UD 0.139

*

609 KK WC17

610 KM W OF EAGLE CANYON/GRAND CANYON INTERSECTION

611 KM COMBINE WC14, WC15, WC16, WEGL3, WL10B

612 HC 5

*

613 KK WL12

614 KM WEST BASIN, WEST OF GRAND CANYON DRIVE

615 BA .0490

616 PB 2.93

617 LS 0 92.0

618 UD 0.119

*

619 KK WGRC1B

620 KM WEST BASIN, GRAND CANYON DRIVE

621 BA .0050

622 PB 2.93

623 LS 0 98.0

624 UD 0.163

*

625 KK WC18

626 KM W OF EAGLE CANYON/GRAND CANYON INTERSECTION

627 KM COMBINE WC17, WL12, WGRC1B

628 HC 3

*

1 HEC-1 INPUT PAGE 18

 

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

 

629 KK CCP4

630 HC 2

*

631 KK OFF21B

632 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

633 KM BASIN IS DEVELOPED, CHECK FOR REFERENCE MATERIAL

634 BA .0414

635 PB 2.775

636 LS 0 95

637 UD 0.110

*

638 KK COF21B

639 KM COMBINE OFF21B WITH FLOW FROM CENTENNIAL POINT AND GRAND CANYON APTS

640 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

641 HC 2

*

642 KK ROFF23

643 KM RETRIEVE FLOW FROM DIVOFF23

644 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

645 DR DOFF23

*

646 KK OFF23

647 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

648 BA .0091

649 PB 2.787

650 LS 0 95

651 UD 0.109

*

652 KK COFF23

653 KM COMBINE OFF23, DOFF23

654 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

655 HC 2

*

656 KK OFFU

657 BA .0398

658 PB 2.93

659 LS 0 94.8

660 UD 0.118

*

661 KK CPCULV

662 HC 5

*

1 HEC-1 INPUT PAGE 19

 

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

 

663 KK NW29-C

664 KM REFERENCED FROM 2008 MPU

665 BA 0.132

666 PB 3.00

667 LS 0 92.4

668 UD 0.214

*

669 KK RNW29C

670 KM ROUTE NW29-C TO CNW71-W

671 KM FACILITY = CENTENNIAL PARKWAY CHANNEL WEST/GRAND TETON BRANCH

672 KM FACILITY ID-MILE = CNGT 0118

673 KM LINING = ARCH CON

674 KM REFERENCED FROM 2008 MPU

675 RD 2100 0.037 0.015 0 TRAP 6 0

*

676 KK NW71-W

677 KM REFERENCED FROM 2008 MPU

678 BA 0.104

679 PB 2.92

680 LS 0 92.5

681 UD 0.206

*

682 KK CNW71W

683 KM COMBINE RNW29C AND NW71-W

684 KM CENTENNIAL PKWY CHANNEL WEST/GRAND TETON BRANCH @ HUALAPAI

685 KM REFERENCED FROM 2008 MPU

686 HC 2

*

687 KKRCNW71-W

688 KM ROUTE CNW71-W TO CNW71-E

689 KM FACILITY = CENTENNIAL PARKWAY CHANNEL WEST/GRAND TETON BRANCH

690 KM FACILITY ID-MILE = CNGT 0000,0043

691 KM LINING = RCB

692 KM REFERENCED FROM 2008 MPU

693 RD 6270 0.030 0.015 0 TRAP 6 0

*

694 KK NW71-E

695 KM REFERENCED FROM 2008 MPU

696 BA 0.238

697 PB 2.85

698 LS 0 88.3

699 UD 0.293

*

1 HEC-1 INPUT PAGE 20

 

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

 

700 KK CNW71E

701 KM COMBINE NW71-E AND RCNW71-W

702 KM CENTENNIAL PKWY CHANNEL WEST/GRAND TETON BRANCH @ US 95

703 KM REFERENCED FROM 2008 MPU

704 HC 2

*

705 KK WGRT1

706 KM WEST BASIN, GRAND TETON DRIVE

707 BA .0183

708 PB 3.00

709 LS 0 98.0

710 UD 0.256

*

711 KK 95STH

712 KM FLOW CONVEYED SOUTH IN US-95 AT GRAND TETON

713 KM FLOW CONVEYED IN FACILITY ID = CN95 0167

714 HC 3

*

715 KK OFF4-1

716 KM REFERENCED FROM 2008 MPU

717 BA 0.301

718 PB 3.40

719 LS 0 86.8

720 UD 0.295

*

721 KK ROFF41

722 KM ROUTE OFF4-1 TO COFF4-2

723 KM KYLE CANYON ROAD

724 KM REFERENCED FROM 2008 MPU

725 RD 5800 0.0414 0.016 0 TRAP 0 50

*

726 KK OFF4-2

727 KM REFERENCED FROM 2008 MPU

728 BA 0.420

729 PB 3.34

730 LS 0 85.2

731 UD 0.140

*

732 KK COFF42

733 KM COMBINE ROFF4-1 AND OFF4-2

734 KM REFERENCED FROM 2008 MPU

735 HC 2

*

1 HEC-1 INPUT PAGE 21

 

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

 

736 KKRCOFF4-2

737 KM ROUTE COFF4-2 TO COFF5-1

738 KM KYLE CANYON ROAD

739 KM REFERENCED FROM 2008 MPU

740 RD 2800 0.0392 0.016 0 TRAP 0 50

*

741 KK OFF5-1

742 KM REFERENCED FROM 2008 MPU

743 BA 0.296

744 PB 3.26

745 LS 0 84.1

746 UD 0.222

*

747 KK COFF51

748 KM COMBINE RCOFF4-2 AND OFF5-1

749 KM REFERENCED FROM 2008 MPU

750 HC 2

*

751 KKRCOFF5-1

752 KM ROUTE COFF5-1 TO 2CNW1-C

753 KM FACILITY = MOCCASIN AND KYLE CANYON ROAD

754 KM FACILITY ID-MILE = MOKC 0380

755 KM LINING = RCP

756 KM REFERENCED FROM 2008 MPU

757 RD 5800 0.0373 0.013 0 CIRC 7.5 0

*

758 KK OFF5-2

759 KM REFERENCED FROM 2008 MPU

760 BA 0.395

761 PB 3.20

762 LS 0 86.9

763 UD 0.317

*

764 KK ROFF52

765 KM ROUTE OFF5-2 TO CNW1-C

766 KM FACILITY =KYLE CANYON ROAD AND UNKNOWN

767 KM FACILITY ID-MILE = KCUN 0000

768 KM LINING = RCP

769 KM REFERENCED FROM 2008 MPU

770 RD 2300 0.022 0.013 0 CIRC 7 0

*

771 KK NW1-C

772 KM REFERENCED FROM 2008 MPU

773 BA 0.293

774 PB 3.12

775 LS 0 84.3

776 UD 0.263

*

1 HEC-1 INPUT PAGE 22

 

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

 

777 KK CNW1-C

778 KM COMBINE ROFF5-2 AND NW1-C

779 KM REFERENCED FROM 2008 MPU

780 HC 2

*

781 KK 2CNW1C

782 KM COMBINE RCOFF5-1 AND CNW1-C

783 KM REFERENCED FROM 2008 MPU

784 HC 2

*

785 KKR2CNW1-C

786 KM ROUTE 2CNW1-C TO CNW-7

787 KM FACILITY =MOCCASIN AND KYLE CANYON ROAD

788 KM FACILITY ID-MILE = MOKC 0325

789 KM LINING = RCB

790 KM REFERENCED FROM 2008 MPU

791 RD 5700 0.0365 0.015 0 TRAP 9 0

*

792 KK NW7-C

793 KM REFERENCED FROM 2008 MPU

794 BA 0.488

795 PB 3.03

796 LS 0 87.2

797 UD 0.364

*

798 KK CNW-7

799 KM COMBINE NW7-C AND R2CNW1-C

800 KM REFERENCED FROM 2008 MPU

801 HC 2

*

802 KK 157DB

803 KM ADDED SR-157 DB

804 RS 1 VOL -1

805 SV 0 70 100

806 SE 0 5 7

807 SQ 0 626 885 1084 1252 1399

808 SE 0 3 4 5 6 7

*

809 KK RCNW7C

810 KM ROUTE CNW7-C TO CNW21-C

811 KM FACILITY =MOCCASIN AND KYLE CANYON ROAD

812 KM FACILITY ID-MILE = MOKC

813 KM LINING = RCB

814 KM REVISED FROM 2008 MPU

815 RD 2660 0.0338 0.015 0 TRAP 20 0

*

1 HEC-1 INPUT PAGE 23

 

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

 

816 KK NW21-C

817 KM PROPOSED ULTIMATE CONDITION MPA BASIN

818 BA .1552

819 PB 3.00

820 LS 0 92.0

821 UD 0.199

*

822 KK CNW21C

823 KM COMBINE NW21-C AND CNW-7

824 HC 2

*

825 KKRCNW21-C

826 KM ROUTE CNW21-C TO CNW35-C

827 KM FACILITY =MOCCASIN AND KYLE CANYON ROAD

828 KM FACILITY ID-MILE = MOKC

829 KM LINING = RCB

830 KM REVISED FROM 2008 MPU

831 RD 5450 0.0339 0.015 0 TRAP 20 0

*

832 KK NW35-C

833 KM PROPOSED ULTIMATE CONDITION MPA BASIN

834 BA .3447

835 PB 2.93

836 LS 0 90.5

837 UD 0.291

*

838 KK WPRK10

839 KM OFFICER IGOR SOLDO MEMORIAL PARK

840 BA .0157

841 PB 2.77

842 LS 0 84.0

843 UD 0.114

*

844 KK CNW35C

845 KM COMBINE NW35-C AND CNW21-C

846 HC 3

*

847 KK WOFF1

848 KM DISCHARGES INTO DETENTION BASIN "DB1"

849 PB 3.00

850 BA .4073

851 LS 0 86.4

852 UD 0.356

*

1 HEC-1 INPUT PAGE 24

 

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

 

853 KK WOFF11

854 KM DEVELOPED OFFSITE DRAINAGE BASIN

855 KM DISCHARGES INTO DETENTION BASIN "DB2"

856 BA .0281

857 LS 0 96.0

858 UD 0.118

*

859 KK WOFF2

860 KM DISCHARGES INTO DETENTION BASIN "DB1"

861 BA .0355

862 LS 0 85.0

863 UD 0.148

*

864 KK WOFF3

865 KM DISCHARGES INTO DETENTION BASIN "DB1"

866 BA .0259

867 LS 0 86.2

868 UD 0.112

*

869 KK CP1

870 KM COMBINE WOFF1, WOFF2, WOFF3, WOFF11

871 HC 4

*

872 KK WOFF4

873 KM DISCHARGES INTO DETENTION BASIN "DB1"

874 BA .0581

875 LS 0 86.2

876 UD 0.136

*

877 KK WOFF5

878 KM DISCHARGES INTO DETENTION BASIN "DB1"

879 BA .2569

880 LS 0 86.5

881 UD 0.419

*

882 KK WOFF6

883 KM DISCHARGES INTO DETENTION BASIN "DB1"

884 BA .0399

885 LS 0 86.2

886 UD 0.121

*

887 KK WPF1B

888 KM WEST BASIN, WEST OF SHEEP MT ROAD

889 BA .0295

890 PB 3.00

891 LS 0 94.0

892 UD 0.077

*

1 HEC-1 INPUT PAGE 25

 

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

 

893 KK DB1

894 KM COMBINE CP1, WOFF4, WOFF5, WOFF6 AND WPF1B

895 HC 5

*

896 KK RDB1

897 KM OUTLET = 24" ORIFICE @ INVERT ELEVATION = 3013.8-FT

898 RS 1 ELEV 3025.5

899 SA 4.68 5.56 5.74 5.92 6.10 7.01 7.46 8.36 9.32 10.68

900 SE 3025.5 3027 3028 3029 3030 3035 3037 3040 3043 3046

901 SQ 0 13.7 31.5 48.3 60.6 70.8 74.5 1436.0 3920.5 7136.3

902 SE 3013.8 3017 3020 3025 3030 3035 3037 3040 3043 3046

*

903 KK WSHP3

904 KM WEST BASIN, SHEEP MT ROAD

905 BA .0163

906 PB 3.00

907 LS 0 94.0

908 UD 0.110

*

909 KK WPF2

910 KM WEST BASIN, WEST OF SHEEP MT

911 BA .0048

912 PB 3.00

913 LS 0 94.0

914 UD 0.074

*

915 KK WC19

916 KM FAR N OF GRAND TETON/SHEEP MT INTERSECTION

917 KM COMBINE WPF1B, WSHP3, WPF2

918 HC 3

*

919 KK WPF5

920 KM WEST BASIN, WEST OF SHAUMBER RD

921 BA .0006

922 PB 3.00

923 LS 0 86.0

924 UD 0.052

*

925 KK WML2

926 KM WEST BASIN, WEST OF SHAUMBER ROAD

927 BA .0428

928 PB 3.00

929 LS 0 93.5

930 UD 0.142

*

1 HEC-1 INPUT PAGE 26

 

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

 

931 KK WSHA5

932 KM WEST BASIN, SHAUMBER ROAD

933 BA .0037

934 PB 3.00

935 LS 0 98.0

936 UD 0.086

*

937 KK WC20

938 KM S OF EAGLE CANYON/SHAUMBER INTERSECTION

939 KM COMBINE WPF5, WML2, WSHA5

940 HC 3

*

941 KK WARR4

942 KM WEST BASIN, WEST OF SHAUMBER ROAD

943 BA .0020

944 PB 3.00

945 LS 0 88.0

946 UD 0.100

*

947 KK WPF4

948 BA .0090

949 PB 3.00

950 LS 0 94.0

951 UD 0.087

*

952 KK WSHA4

953 BA .0022

954 PB 3.00

955 LS 0 98.0

956 UD 0.051

*

957 KK WC21

958 KM S OF SHAUMBER SPLIT INTERSECTION

959 HC 5

*

960 KK WL4A

961 KM WEST BASIN, WEST OF EGAN CREB DRIVE

962 BA .0125

963 PB 3.00

964 LS 0 92.0

965 UD 0.106

*

1 HEC-1 INPUT PAGE 27

 

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

 

966 KK WL5A

967 KM WEST BASIN, WEST OF EGAN CREB DRIVE

968 BA .0170

969 PB 3.00

970 LS 0 92.0

971 UD 0.099

*

972 KK WL5B

973 BA .0059

974 PB 3.00

975 LS 0 92.0

976 UD 0.085

*

977 KK WC22A

978 HC 3

*

979 KK WPRK4

980 KM WEST BASIN, WEST OF EGAN CREB DRIVE

981 BA .0016

982 PB 3.00

983 LS 0 84.0

984 UD 0.067

*

985 KK WARR5

986 KM WEST BASIN, WEST OF EGAN CREB DRIVE

987 BA .0100

988 PB 3.00

989 LS 0 90.0

990 UD 0.100

*

991 KK WC22

992 KM FAR S OF SKYE CANYON PARK/EGAN CREB INTERSECTION

993 HC 4

*

994 KK WML8

995 KM WEST BASIN, WEST OF EGAN CREB DRIVE

996 BA .0161

997 PB 3.00

998 LS 0 95.0

999 UD 0.093

*

1000 KK WPF6

1001 KM WEST BASIN, WEST OF EGAN CREB DRIVE

1002 BA .0016

1003 PB 3.00

1004 LS 0 94.0

1005 UD 0.050

*

1 HEC-1 INPUT PAGE 28

 

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

 

1006 KK WEGN1

1007 KM WEST BASIN, EGAN CREB DRIVE

1008 BA .0007

1009 PB 3.00

1010 LS 0 98.0

1011 UD 0.050

*

1012 KK WEGN2

1013 KM WEST BASIN, EGAN CREB DRIVE

1014 BA .0007

1015 PB 3.00

1016 LS 0 98.0

1017 UD 0.050

*

1018 KK WC23

1019 KM FAR S OF SKYE CANYON PARK/EGAN CREB INTERSECTION

1020 KM COMBINE WC22, WML8, WPF6, WEGN1, WEGN2

1021 HC 5

*

1022 KK WARR6

1023 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD

1024 BA .0038

1025 PB 3.00

1026 LS 0 88.0

1027 UD 0.100

*

1028 KK WPF7

1029 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD

1030 BA .0071

1031 PB 3.00

1032 LS 0 94.0

1033 UD 0.097

*

1034 KK WL6A

1035 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD

1036 BA .0096

1037 PB 3.00

1038 LS 0 92.0

1039 UD 0.092

*

1040 KK WC24

1041 KM FAR E OF SKYE CANYON PARK/EGAN CREB INTERSECTION

1042 KM COMBINE WC23, WPF7, WARR6, WL6A

1043 HC 4

*

1 HEC-1 INPUT PAGE 29

 

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

 

1044 KK WSCP2

1045 KM WEST BASIN, SKYE CANYON PARK DRIVE

1046 BA .0047

1047 PB 3.00

1048 LS 0 98.0

1049 UD 0.063

*

1050 KK WPRK3

1051 KM WEST BASIN, WEST OF EGAN CREB DRIVE

1052 BA .0028

1053 PB 3.00

1054 LS 0 84.0

1055 UD 0.070

*

1056 KK WC25

1057 KM N OF SKYE CANYON PARK/EGAN CREB INTERSECTION

1058 HC 2

*

1059 KK WPRK6

1060 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD

1061 BA .0207

1062 PB 3.00

1063 LS 0 84.0

1064 UD 0.121

*

1065 KK WSCP3

1066 KM WEST BASIN, SKYE CANYON PARK DRIVE

1067 BA .0055

1068 PB 3.00

1069 LS 0 98.0

1070 UD 0.074

*

1071 KK WC26

1072 KM W OF SKY CANYON PARK/SKYE VILLAGE INTERSECTION

1073 KM COMBINE WC24, WC25, WWPRK6, WSCP3

1074 HC 4

*

1075 KK WML7

1076 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

1077 BA .0291

1078 PB 3.00

1079 LS 0 95.0

1080 UD 0.100

*

1 HEC-1 INPUT PAGE 30

 

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

 

1081 KK WSKV2

1082 KM WEST BASIN, SKYE VILLAGE ROAD

1083 BA .0100

1084 PB 3.00

1085 LS 0 90.0

1086 UD 0.081

*

1087 KK WC27

1088 KM S OF SPD2/SKYE CANYON VILLAGE INTERSECTION

1089 KM COMBINE WC26, WML7, WSKV2

1090 HC 3

*

1091 KK WL1B

1092 KM WEST BASIN, WEST OF SHEEP MT ROAD

1093 BA .0437

1094 PB 3.00

1095 LS 0 92.0

1096 UD 0.109

*

1097 KK WARR1

1098 KM WEST BASIN, WEST OF SHEEP MT ROAD

1099 BA .0056

1100 PB 3.00

1101 LS 0 88.0

1102 UD 0.100

*

1103 KK WSHP2

1104 KM WEST BASIN, SHEEP MT ROAD

1105 BA .0146

1106 PB 3.00

1107 LS 0 94.0

1108 UD 0.148

*

1109 KK WC28

1110 KM FAR S OF IRON MT/SHEEP MT INTERSECTION

1111 KM COMBINE WL1B, WARR1, WSHP3

1112 HC 3

*

1113 KK WPF3

1114 BA .0072

1115 PB 3.00

1116 LS 0 94.0

1117 UD 0.050

*

1 HEC-1 INPUT PAGE 31

 

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

 

1118 KK WSHA3A

1119 BA .0010

1120 PB 3.00

1121 LS 0 98.0

1122 UD 0.050

*

1123 KK WC29

1124 HC 2

*

1125 KK WSCH2

1126 BA .0180

1127 PB 3.00

1128 LS 0 91.0

1129 UD 0.069

*

1130 KK WSHA3B

1131 BA .0026

1132 PB 3.00

1133 LS 0 98.0

1134 UD 0.089

*

1135 KK WC30

1136 HC 3

*

1137 KK WSCP1

1138 BA .0024

1139 PB 3.00

1140 LS 0 98.0

1141 UD 0.066

*

1142 KK WC31

1143 HC 2

*

1144 KK WML1

1145 KM WEST BASIN, WEST OF SHAUMBER ROAD

1146 BA .0282

1147 PB 3.00

1148 LS 0 92.0

1149 UD 0.103

*

1150 KK WSHA2

1151 KM WEST BASIN, SHAUMBER ROAD

1152 BA .0024

1153 PB 3.00

1154 LS 0 88.0

1155 UD 0.061

*

1 HEC-1 INPUT PAGE 32

 

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

 

1156 KK WC32

1157 HC 3

*

1158 KK WARR2

1159 KM WEST BASIN, WEST OF SHAUMBER ROAD

1160 BA .0044

1161 PB 3.00

1162 LS 0 88.0

1163 UD 0.100

*

1164 KK WC33

1165 HC 3

*

1166 KK WARR3

1167 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

1168 BA .0110

1169 PB 3.00

1170 LS 0 88.0

1171 UD 0.125

*

1172 KK WML5

1173 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

1174 BA .0427

1175 PB 3.00

1176 LS 0 95.0

1177 UD 0.126

*

1178 KK WML6

1179 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

1180 BA .0321

1181 PB 3.00

1182 LS 0 95.0

1183 UD 0.107

*

1184 KK WC34

1185 KM FAR N OF SKYE CANYON PARK/SKYE VILLAGE INTERSECTION

1186 KM COMBINE WC33, WARR3, WML5, WML6

1187 HC 4

*

1188 KK WC35

1189 KM N OF SPD2/SKYE CANYON VILLAGE INTERSECTION

1190 KM COMBINE WC27, WC34

1191 HC 2

*

1 HEC-1 INPUT PAGE 33

 

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

 

1192 KK WL2

1193 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

1194 BA .0245

1195 PB 3.00

1196 LS 0 92.0

1197 UD 0.104

*

1198 KK WPRK2

1199 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

1200 BA .0050

1201 PB 3.00

1202 LS 0 84.0

1203 UD 0.128

*

1204 KK WC36

1205 KM FAR S OF IRON MT/SKY VILLAGE RD INTERSECTION

1206 KM COMBINE WL2, WPRK2

1207 HC 2

*

1208 KK WSKV1B

1209 KM WEST BASIN, SKYE VILLAGE ROAD

1210 BA .0054

1211 PB 3.00

1212 LS 0 98.0

1213 UD 0.123

*

1214 KK WL3

1215 KM WEST BASIN, WEST OF SKY VILLAGE ROAD

1216 BA .0390

1217 PB 3.00

1218 LS 0 92.0

1219 UD 0.125

*

1220 KK WC37

1221 KM S OF IRON MT/SKYE VILLAGE RD INTERSECTION

1222 KM COMBINE WC35, WC36, WSKV1B, WL3

1223 HC 4

*

1224 KK WOFF7

1225 KM DISCHARGES INTO DETENTION BASIN "DB2"

1226 BA .0068

1227 LS 0 86.2

1228 UD 0.100

*

1 HEC-1 INPUT PAGE 34

 

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

 

1229 KK WOFF8

1230 KM DISCHARGES INTO DETENTION BASIN "DB2"

1231 BA .1663

1232 LS 0 86.2

1233 UD 0.239

*

1234 KK CP2

1235 KM COMBINE WOFF7, AND WOFF8

1236 HC 2

*

1237 KK WOFF9

1238 KM DISCHARGES INTO DETENTION BASIN "DB2"

1239 BA .1164

1240 LS 0 86.2

1241 UD 0.203

*

1242 KK WOFF10

1243 KM DISCHARGES INTO DETENTION BASIN "DB2"

1244 BA .2463

1245 LS 0 86.5

1246 UD 0.248

*

1247 KK WPF1A

1248 KM WEST BASIN, WEST OF SHEEP MT ROAD

1249 BA .0315

1250 PB 3.00

1251 LS 0 94.0

1252 UD 0.135

*

1253 KK DB2

1254 KM COMBINE CP2, WOFF9, WOFF10 AND WPF1A

1255 HC 4

*

1256 KK RDB2

1257 KM OUTLET = 27" ORIFICE @ INVERT ELEVATION = 2993-FT

1258 RS 1 VOL -1

1259 SV 0 3.27 6.87 10.63 27.34 46.77 75.03

1260 SE 2993 2994 2995 2996 3000 3004 3009

1261 SQ 0 17.95 27.43 34.38 40.15 45.18 57.71 67.97 76.88

1262 SE 2993 2996 2997 2998 2999 3000 3003 3006 3009

*

1263 KK WPRK1

1264 KM WEST BASIN, WEST OF SHEEP MT ROAD

1265 BA .0037

1266 PB 3.00

1267 LS 0 84.0

1268 UD 0.070

*

1 HEC-1 INPUT PAGE 35

 

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

 

1269 KK WIRN1

1270 KM WEST BASIN, IRON MT ROAD

1271 BA .0009

1272 PB 3.00

1273 LS 0 98.0

1274 UD 0.050

*

1275 KK WL1A

1276 KM WEST BASIN, WEST OF SHEEP MT ROAD

1277 BA .0465

1278 PB 3.00

1279 LS 0 92.0

1280 UD 0.142

*

1281 KK WC38

1282 KM W OF SHEEP MT/IRON MT INTERSECTION

1283 KM COMBINE WPF1A, WPRK1, WIRN1

1284 HC 4

*

1285 KK WSHP1

1286 KM WEST BASIN, SHEEP MT ROAD

1287 BA .01000

1288 PB 3.00

1289 LS 0 94.0

1290 UD 0.125

*

1291 KK WC39

1292 KM S OF IRON MT/SHAUMBER INTERSECTION

1293 KM COMBINE WL1A, WSHP1

1294 HC 2

*

1295 KK WIRN2

1296 KM WEST BASIN, IRON MT ROAD

1297 BA .0034

1298 PB 3.00

1299 LS 0 98.0

1300 UD 0.097

*

1301 KK WSCH1

1302 KM WEST BASIN, WEST OF SHAUMBER ROAD

1303 BA .0615

1304 PB 3.00

1305 LS 0 91.0

1306 UD 0.125

*

1 HEC-1 INPUT PAGE 36

 

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

 

1307 KK WSHA1

1308 KM WEST BASIN, SHAUMBER ROAD

1309 BA .0036

1310 PB 3.00

1311 LS 0 88.0

1312 UD 0.100

*

1313 KK WC40

1314 KM S OF IRON MT/SHAUMBER INTERSECTION

1315 KM COMBINE WSCH1, WSHA1

1316 HC 2

*

1317 KK WML3

1318 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD

1319 BA .0270

1320 PB 3.00

1321 LS 0 95.0

1322 UD 0.097

*

1323 KK WC41

1324 KM FAR E OF IRON MT/SHAUMBER INTERSECTION

1325 KM COMBINE WC39, WC40, WIRN2, WML3

1326 HC 4

*

1327 KK WIRN3

1328 KM WEST BASIN, IRON MT ROAD

1329 BA .0020

1330 PB 3.00

1331 LS 0 98.0

1332 UD 0.071

*

1333 KK WML4

1334 KM WEST BASIN, SKYE VILLAGE ROAD

1335 BA .0393

1336 PB 3.00

1337 LS 0 95.0

1338 UD 0.112

*

1339 KK WC42

1340 KM W OF IRON MT/SKYE VILLAGE INTERSECTION

1341 KM COMBINE WC41, WIRN3, WML4

1342 HC 3

*

1 HEC-1 INPUT PAGE 37

 

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

 

1343 KK WC43

1344 KM N OF IRON MT/SKYE VILLAGE RD INTERSECTION

1345 KM COMBINE WC37, WC42

1346 HC 2

*

1347 KK WSKV1A

1348 KM WEST BASIN, SKYE VILLAGE ROAD

1349 BA .0021

1350 PB 3.00

1351 LS 0 98.0

1352 UD 0.093

*

1353 KK WC44A

1354 KM S OF OSO BLANCA/SKYE VILLAGE RD INTERSECTION

1355 KM COMBINE WC43, SKV1A

1356 HC 2

*

1357 KK WGC2

1358 KM WEST BASIN, WEST OF US95

1359 BA .0130

1360 PB 2.93

1361 LS 0 92.0

1362 UD 0.107

*

1363 KK WOSO1

1364 KM WEST BASIN, OSO BLANCA ROAD

1365 BA .0034

1366 PB 2.93

1367 LS 0 98.0

1368 UD 0.067

*

1369 KK WGED1A

1370 KM WEST BASIN, WEST OF US95

1371 BA .0444

1372 PB 2.93

1373 LS 0 92.4

1374 UD 0.133

*

1375 KK WC44B

1376 KM W OF OSO BLANCA/US95 INTERSECTION

1377 KM COMBINE CNW35C, WC44A, WGC2, WOSO1, WGED1A

1378 HC 5

*

1 HEC-1 INPUT PAGE 38

 

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

 

1379 KK NW50-C

1380 KM PROPOSED ULTIMATE CONDITION MPA BASIN

1381 BA .1677

1382 PB 2.92

1383 LS 0 87.8

1384 UD 0.179

*

1385 KK WGC1

1386 KM WEST BASIN, WEST OF US95

1387 BA .0130

1388 PB 2.93

1389 LS 0 92.0

1390 UD 0.091

*

1391 KK WC44C

1392 HC 2

*

1393 KK RETC1B

1394 KM RETRIEVE FLOW FROM VTN CULVERT 1

1395 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

1396 DR DCHD1B

*

1397 KK EUS95

1398 KM EAST BASIN, WEST OF TEE PEE LANE

1399 BA .0139

1400 PB 2.77

1401 LS 0 98.0

1402 UD 0.066

*

1403 KK 95-4A

1404 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN

1405 BA .0077

1406 PB 2.77

1407 LS 0 92.6

1408 UD 0.083

*

1409 KK 95-4B

1410 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN

1411 BA .0073

1412 PB 2.77

1413 LS 0 92.6

1414 UD 0.082

*

1 HEC-1 INPUT PAGE 39

 

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

 

1415 KK EC1

1416 KM E OF LOG CABIN/US95 INTERSECTION

1417 HC 6

*

1418 KK ELOG1

1419 KM EAST BASIN, LOG CABIN WAY

1420 BA .0053

1421 PB 2.77

1422 LS 0 98.0

1423 UD 0.071

*

1424 KK EPRK2

1425 KM EAST BASIN, WEST OF TEE PEE LANE

1426 BA .0025

1427 PB 2.77

1428 LS 0 69.0

1429 UD 0.122

*

1430 KK EC2

1431 KM W OF LOG CABIN/TEE PEE INTERSECTION

1432 KM COMBINE EC1, ELOG1, EPRK2

1433 HC 3

*

1434 KK EAA1B

1435 KM EAST BASIN, WEST OF US95

1436 BA .0624

1437 PB 2.93

1438 LS 0 92.0

1439 UD 0.141

*

1440 KK ETP1B

1441 KM EAST BASIN, TEE PEE LANE

1442 BA .0015

1443 PB 2.77

1444 LS 0 98.0

1445 UD 0.063

*

1446 KK EC3

1447 KM N OF KYLE CANYON/TEE PEE INTERSECTION

1448 KM COMBINE EAA1B, ETP1B

1449 HC 2

*

1 HEC-1 INPUT PAGE 40

 

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

 

1450 KK ESKY1

1451 KM EAST BASIN, WEST OF TEE PEE LANE

1452 BA .0053

1453 PB 2.77

1454 LS 0 98.0

1455 UD 0.125

*

1456 KK EPF1

1457 KM EAST BASIN, WEST OF TEE PEE LANE

1458 BA .0067

1459 PB 2.77

1460 LS 0 86.0

1461 UD 0.115

*

1462 KK EC4

1463 KM W OF KYLE CANYON/TEE PEE INTERSECTION

1464 KM COMBINE ESKY1, EPF1

1465 HC 2

*

1466 KK ETP2

1467 KM EAST BASIN, TEE PEE LANE

1468 BA .0018

1469 PB 2.77

1470 LS 0 98.0

1471 UD 0.072

*

1472 KK EMLA1

1473 KM EAST BASIN, WEST OF TEE PEE LANE

1474 BA .0295

1475 PB 2.77

1476 LS 0 92.0

1477 UD 0.105

*

1478 KK EC5

1479 KM N OF LOG CABIN/TEE PEE INTERSECTION

1480 KM COMBINE EC3, EC4, ETP2, EMLA1

1481 HC 4

*

1482 KK EC6

1483 KM E OF LOG CABIN/TEE PEE INTERSECTION

1484 KM COMBINE EC2, EC5

1485 HC 2

*

1 HEC-1 INPUT PAGE 41

 

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

 

1486 KK EL1

1487 KM EAST BASIN, WEST OF FORT APACHE

1488 BA .0390

1489 PB 2.77

1490 LS 0 87.0

1491 UD 0.152

*

1492 KK ELOG2

1493 KM EAST BASIN, LOG CABIN

1494 BA .0055

1495 PB 2.77

1496 LS 0 98.0

1497 UD 0.079

*

1498 KK EC7

1499 KM FAR W OF LOG CABIN/FORT APACHE INTERSECTION

1500 KM COMBINE EC7B, EL1, ELOG2

1501 HC 3

*

1502 KK EL5A

1503 KM EAST BASIN, WEST OF FORT APACHE

1504 BA .0236

1505 PB 2.77

1506 LS 0 87.0

1507 UD 0.130

*

1508 KK ELOG3

1509 KM EAST BASIN, LOG CABIN WAY

1510 BA .0027

1511 PB 2.77

1512 LS 0 98.0

1513 UD 0.079

*

1514 KK EPRK1

1515 KM EAST BASIN, WEST OF TEE PEE LANE

1516 BA .0016

1517 PB 2.77

1518 LS 0 69.0

1519 UD 0.122

*

1520 KK EC8

1521 KM W OF LOG CABIN/FORT APACHE INTERSECTION

1522 KM COMBINE EC7, EML1A, ELOG3, EPRK1

1523 HC 4

*

1 HEC-1 INPUT PAGE 42

 

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

 

1524 KK RETC2B

1525 KM RETRIEVE FLOW FROM VTN CULVERT 2

1526 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

1527 DR DCHD2B

*

1528 KK 95-5A

1529 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN

1530 BA .0063

1531 PB 2.77

1532 LS 0 92.6

1533 UD 0.075

*

1534 KK 95-5B

1535 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN

1536 BA .0059

1537 PB 2.77

1538 LS 0 92.6

1539 UD 0.073

*

1540 KK 95-6A

1541 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

1542 BA .0104

1543 PB 2.77

1544 LS 0 92.8

1545 UD 0.091

*

1546 KK 95-6B

1547 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

1548 BA .0074

1549 PB 2.77

1550 LS 0 89.5

1551 UD 0.082

*

1552 KK EC9A

1553 HC 5

*

1554 KK EML3A

1555 KM EAST BASIN, WEST OF TEE PEE LANE

1556 BA .0293

1557 PB 2.77

1558 LS 0 94.1

1559 UD 0.128

*

1 HEC-1 INPUT PAGE 43

 

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

 

1560 KK ETP4

1561 KM EAST BASIN, TEE PEE LANE

1562 BA .0013

1563 PB 2.77

1564 LS 0 98.0

1565 UD 0.064

*

1566 KK EC9B

1567 KM N OF IRON MT/TEE PEE INTERSECTION

1568 HC 3

*

1569 KK EIRN1

1570 KM EAST BASIN, IRON MT ROAD

1571 BA .0016

1572 PB 2.77

1573 LS 0 98.0

1574 UD 0.068

*

1575 KK ES1

1576 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY

1577 BA .0173

1578 PB 2.77

1579 LS 0 92.7

1580 UD 0.109

*

1581 KK EC10

1582 KM N OF IRON MT/FORT APACHE INTERSECTION

1583 KM COMBINE EC9B, EIRN1, ES1

1584 HC 3

*

1585 KK FTNOR

1586 KM FLOW SPLIT AT IRON MOUNTAIN/FORT APACHE

1587 KM DIVERT FLOW EAST IN IRON MOUNTAIN ROAD

1588 KM MATCH CLV NWNS

1589 DT IREAST

1590 DI 0 98 235 500

1591 DQ 0 98 235 235

*

1592 KK EL6

1593 KM EAST BASIN, WEST OF FORT APACHE

1594 BA .0567

1595 PB 2.77

1596 LS 0 87.0

1597 UD 0.186

*

1 HEC-1 INPUT PAGE 44

 

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

 

1598 KK EFA4

1599 KM EAST BASIN, FORT APACHE

1600 BA .0030

1601 PB 2.77

1602 LS 0 98.0

1603 UD 0.106

*

1604 KK EC11

1605 KM S OF OHARE/FORT APACHE INTERSECTION

1606 KM COMBINE EC10, EML2, EFA4

1607 HC 3

*

1608 KK EGC1

1609 KM EAST BASIN, WEST OF TEE PEE LANE

1610 BA .0412

1611 PB 2.77

1612 LS 0 92.0

1613 UD 0.149

*

1614 KK ETP3

1615 KM EAST BASIN, TEE PEE LANE

1616 BA .0100

1617 PB 2.77

1618 LS 0 90.0

1619 UD 0.100

*

1620 KK EC12

1621 KM FAR S OF LOG CABIN/TEE PEE INTERSECTION

1622 KM COMBINE EGC1, ETP3

1623 HC 2

*

1624 KK EL3

1625 KM EAST BASIN, WEST OF TEE PEE LANE

1626 BA .0412

1627 PB 2.77

1628 LS 0 87.0

1629 UD 0.170

*

1630 KK EOHR2

1631 KM EAST BASIN, WEST OF TEE PEE LANE

1632 BA .0010

1633 PB 2.77

1634 LS 0 98.0

1635 UD 0.083

*

1 HEC-1 INPUT PAGE 45

 

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

 

1636 KK EPRK3

1637 KM EAST BASIN, WEST OF TEE PEE LANE

1638 BA .0031

1639 PB 2.77

1640 LS 0 69.0

1641 UD 0.125

*

1642 KK EC13

1643 KM S OF OHARE/TEE PEE INTERSECTION

1644 KM COMBINE EC12, EL3, EOHR2, EPRK3

1645 HC 4

*

1646 KK EL4

1647 KM EAST BASIN, WEST OF TEE PEE LANE

1648 BA .0335

1649 PB 2.77

1650 LS 0 87.0

1651 UD 0.142

*

1652 KK EL2

1653 KM EAST BASIN, WEST OF FORT APACHE

1654 BA .0338

1655 PB 2.77

1656 LS 0 87.0

1657 UD 0.119

*

1658 KK EOHR1

1659 KM EAST BASIN, OHARE ROAD

1660 BA .0028

1661 PB 2.77

1662 LS 0 98.0

1663 UD 0.052

*

1664 KK EC14

1665 KM W OF OHARE/FORT APACHE INTERSECTION

1666 KM COMBINE EC13, EL4, EL2, EOHR1

1667 HC 4

*

1668 KK EC15

1669 HC 2

*

1670 KK RFTLC

1671 KM DIVERT FLOW SPLIT INTO O'HARE ROAD

1672 DT OHARE

1673 DI 0 47 5000

1674 DQ 0 47 47

*

1 HEC-1 INPUT PAGE 46

 

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

 

1675 KK EFA3

1676 KM EAST BASIN, FORT APACHE ROAD

1677 BA .0025

1678 PB 2.77

1679 LS 0 98.0

1680 UD 0.104

*

1681 KK EL5B

1682 KM EAST BASIN, WEST OF TEE PEE LANE

1683 BA .0132

1684 PB 2.77

1685 LS 0 87.0

1686 UD 0.120

*

1687 KK EC16

1688 KM S OF OHARE/FORT APACHE INTERSECTION

1689 HC 3

*

1690 KK EFA2

1691 KM EAST BASIN, WEST OF TEE PEE LANE

1692 BA .0017

1693 PB 2.77

1694 LS 0 98.0

1695 UD 0.089

*

1696 KK EAA2

1697 KM EAST BASIN, WEST OF FORT APACHE ROAD

1698 BA .2776

1699 PB 2.77

1700 LS 0 92.0

1701 UD 0.274

*

1702 KK EC17

1703 KM FAR N OF LOG CABIN/FORT APACHE INTERSECTION

1704 KM COMBINE ESCP2, EAA2

1705 HC 2

*

1706 KK EC18

1707 KM E OF OHARE/FORT APACHE INTERSECTION

1708 KM COMBINE EC8, EC16, EC17

1709 HC 3

*

1 HEC-1 INPUT PAGE 47

 

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

 

1710 KK NW102-C

1711 BA 0.200

1712 PB 2.77

1713 LS 0 94.7

1714 UD 0.295

*

1715 KK LOGDB

1716 HC 2

*

1717 KK DB-OFF

1718 KM NEW LOG CABIN REGIONAL DB

1719 RS 1 VOL -1

1720 SV 0 120 530

1721 SE 0 5 9

1722 SQ 0 39 68 87 103 117 129 141

1723 SE 0 3 4 5 6 7 8 9

*

1724 KK NW129-C

1725 BA 0.145

1726 PB 2.77

1727 LS 0 83.9

1728 UD 0.288

*

1729 KK CNW129

1730 HC 2

*

1731 KK RTULE

1732 KM DIVERT FLOW SPLIT TO BRENT LANE AND SOUTH TULE DB

1733 DT DBRDB

1734 DI 0 55 141 5000

1735 DQ 0 0 43 43

*

1736 KK NW116-C

1737 BA 0.125

1738 PB 2.77

1739 LS 0 81.1

1740 UD 0.254

*

1741 KKRNW116-C

1742 KM ROUTE NW116-C TO CNW128

1743 RD 5800 0.013 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 48

 

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

 

1744 KK NW128

1745 BA 0.451

1746 PB 2.77

1747 LS 0 76.2

1748 UD 0.351

*

1749 KK CNW128

1750 KM COMBINE NW128 AND RNW116-C

1751 HC 3

*

1752 KK NW130-E

1753 BA 0.246

1754 PB 2.77

1755 LS 0 84.9

1756 UD 0.383

*

1757 KKRNW130-E

1758 KM ROUTE NW130-E TO CNW148-C

1759 KM FACILITY = TULE SPRINGS DRAINAGE SYSTEM

1760 KM FACILITY ID-MILE = TSDB 0059

1761 KM LINING = RCP

1762 RD 1365 0.0103 0.013 0 CIRC 6.5 0

*

1763 KK NW148-C

1764 BA 0.133

1765 PB 2.77

1766 LS 0 78.1

1767 UD 0.367

*

1768 KKCNW148-C

1769 KM COMBINE RTULE, CNW128, NW148-C AND RNW130-E

1770 KM LOG CABIN AND BUFFALO

1771 HC 3

*

1772 KKRCW148-C

1773 KM ROUTE CNW148-C TO CTULEDB

1774 KM FACILITY = TULE SPRINGS DRAINAGE SYSTEM

1775 KM FACILITY ID-MILE = TSDB 0023,0012

1776 KM LINING = RCP

1777 RD 1580 0.008 0.013 0 CIRC 7 0

*

1778 KK NW157

1779 BA 0.254

1780 PB 2.77

1781 LS 0 81.7

1782 UD 0.361

*

1 HEC-1 INPUT PAGE 49

 

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

 

1783 KK CTULEDB

1784 KM COMBINE RCW148-C, CNW128 AND NW157

1785 HC 2

*

1786 KK TULEDB

1787 KM FACILITY = NORTH ENVIRONMENTAL ENHANCEMENT AREA

1788 KM FACILITY ID-MILE = TSDB 0011

1789 KM STORAGE VOLUME = 117 AC-FT

1790 KM OUTLET = MODIFIED TO 2-BARREL 36" OUTFLOW PIPE WITH 27" ORIFICE PLATE

1791 KM MODIFIED 100-YEAR DISCHARGE = 81 CFS

1792 KM SPILLWAY LENGTH = 2,050 FT

1793 KM SPILLWAY HEIGHT =

1794 KM SPILLWAY CREST ELEVATION = 2434 FT

1795 KM SPILLWAY TYPE =

1796 KM PMF DISCHARGE = 14,013 CFS

1797 KM TOP OF EMBANKMENT ELEVATION = 2,436.7 FT

1798 KM REFERENCED FROM HYDROLOGIC MODEL FOR FLOYD LAMB

1799 KM NORTH AND SOUTH ENVIRONMENTAL ENHANCEMENT AREAS

1800 KM PREPARED BY LOUIS BERGER DATED DECEMBER 7, 2007

1801 RS 1.00 STOR 0

1802 SV 0.0 0.8 6.0 22.2 46.9 77.9 117.4 170.0 222.8

1803 SE 2428 2429 2430 2431 2432 2433 2434 2435 2436

1804 SQ 0.0 40.2 57.8 71.1 82.3 6184.0 17431.5

1805 SE 2428 2431 2432 2433 2434 2435 2436

*

1806 KK NW147-E

1807 BA 0.254

1808 PB 2.77

1809 LS 0 77.6

1810 UD 0.309

*

1811 KK CNW147E

1812 KM COMBINE TULEDB AND NW147-E

1813 KM IRON MOUNTAIN AND BUFFALO

1814 HC 2

*

1815 KK RCW147E

1816 KM ROUTE CNW147E TO 2CW144E

1817 KM FACILITY = MOUNTAIN SPA/VISTA RANCH

1818 KM FACILITY ID-MILE = MSNV 0125

1819 KM LINING = GRASS

1820 RD 1300 0.004 0.03 0 TRAP 100 10

*

1821 KK NW115-C

1822 BA 0.210

1823 PB 2.77

1824 LS 0 87.0

1825 UD 0.277

*

1 HEC-1 INPUT PAGE 50

 

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

 

1826 KK RBRDB

1827 KM RETURN FLOW SPLIT AT DURANGO/LOG CABIN

1828 DR DBRDB

*

1829 KKCNW115-C

1830 HC 2

*

1831 KKRCW115-C

1832 KM ROUTE CNW115-C TO CNW96-C

1833 KM FACILITY = BRENT DRAINAGE SYSTEM

1834 KM FACILITY ID-MILE = BRDB 0157

1835 KM LINING = RCB

1836 RD 2300 0.0025 0.015 0 TRAP 12 0

*

1837 KK IREAST

1838 KM RETRIEVE DNW96-C

1839 DR IREAST

*

1840 KK RDW96-C

1841 KM ROUTE DNW96-C TO CNW96-C

1842 KM IRON MOUNTAIN ROAD

1843 RD 4050 0.028 0.016 0 TRAP 0 50

*

1844 KKR2DW96-C

1845 KM ROUTE DNW96-C TO CNW96-C

1846 KM FACILITY = BRENT DRAINAGE SYSTEM

1847 KM FACILITY ID-MILE = BRDB 0157

1848 KM LINING = RCB

1849 RD 1260 0.0025 0.015 0 TRAP 12 0

*

1850 KK NW96-C

1851 KM REVISED PER KYLE CANYON MPA

1852 BA 0.262

1853 PB 2.77

1854 LS 0 87.3

1855 UD 0.205

*

1856 KK CNW96-C

1857 KM REVISED PER KYLE CANYON MPA

1858 KM COMBINE RCW115-C, R2DW96-C AND NW96-C

1859 KM El CAPITAN AND BRENT

1860 HC 3

*

1 HEC-1 INPUT PAGE 51

 

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

 

1861 KK NW75-C

1862 KM REVISED PER KYLE CANYON MPA

1863 BA 0.445

1864 PB 2.77

1865 LS 0 92.4

1866 UD 0.352

*

1867 KK DNW75-C

1868 KM REVISED PER KYLE CANYON MPA

1869 KM ROUTE 178 CFS IN BRENT LANE THRU NW96-C

1870 KM REFERENCED FROM "ADDENDUM #3 TO MASTER DRAINAGE STUDY FOR KYLE CANYON"

1871 KM BY SLATER HANIFAN GROUP DATED FEBRUARY 2012

1872 KM REFERENCE NODE: BRENT

1873 KM REMAINING FLOW ENTERS THE RACO STORM DRAIN

1874 DT DNW111S

1875 DI 0 200 300 500 1000 5000

1876 DQ 0 22 122 322 822 4822

*

1877 KK RDW75-C

1878 KM ROUTE DNW75-C TO 2CNW96-C

1879 KM BRENT

1880 RD 2600 0.028 0.016 0 TRAP 0 50

*

1881 KK2CNW96-C

1882 KM COMBINE CNW96-C AND DNW75-C

1883 KM El CAPITAN AND BRENT

1884 HC 2

*

1885 KKR2CW96-C

1886 KM ROUTE 2CNW96-C TO CNW113-C

1887 KM FACILITY = BRENT DRAINAGE SYSTEM

1888 KM FACILITY ID-MILE = BRDB 0107

1889 KM LINING = RCB

1890 RD 2660 0.024 0.015 0 TRAP 8 0

*

1891 KK NW113-C

1892 BA 0.189

1893 PB 2.77

1894 LS 0 86.8

1895 UD 0.271

*

1896 KKCNW113-C

1897 KM COMBINE NW113-C AND R2CW96-C

1898 HC 2

*

1 HEC-1 INPUT PAGE 52

 

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

 

1899 KKRCW113-C

1900 KM ROUTE CNW113-C TO CNW147W

1901 KM FACILITY = BRENT DRAINAGE SYSTEM

1902 KM FACILITY ID-MILE = BRDB 0043

1903 KM LINING = RCB

1904 RD 2920 0.021 0.015 0 TRAP 8 0

*

1905 KK NW114-C

1906 BA 0.169

1907 PB 2.77

1908 LS 0 81.9

1909 UD 0.249

*

1910 KKRNW114-C

1911 KM ROUTE NW114-C TO CNW147W

1912 KM NATURAL CHANNEL

1913 RD 2800 0.019 0.03 0 TRAP 50 3

*

1914 KK NW147W

1915 BA 0.106

1916 PB 2.77

1917 LS 0 80.6

1918 UD 0.208

*

1919 KK CNW147W

1920 KM COMBINE RCW113-C, RNW114-C AND NW147W

1921 HC 3

*

1922 KK NW144W

1923 BA 0.310

1924 PB 2.77

1925 LS 0 81.3

1926 UD 0.257

*

1927 KK CNW144W

1928 KM COMBINE NW144W AND CNW147W

1929 HC 2

*

1930 KK DNW111S

1931 KM RETRIEVE DNW111S

1932 DR DNW111S

*

1 HEC-1 INPUT PAGE 53

 

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

 

1933 KKRDNW111S

1934 KM ROUTE DNW111S TO CNW111S

1935 KM FACILITY = RACEL STREET COLLECTOR

1936 KM FACILITY ID-MILE = RACO 0001,0064

1937 KM LINING = RCP

1938 RD 4800 0.0209 0.013 0 CIRC 6.5 0

*

1939 KK NW111S

1940 BA 0.108

1941 PB 2.77

1942 LS 0 85.6

1943 UD 0.278

*

1944 KK CNW111S

1945 KM COMBINE RDNW111S AND NW111S

1946 HC 2

*

1947 KK RNW111S

1948 KM ROUTE CNW111S TO CNW111N

1949 KM FACILITY = RACEL STREET COLLECTOR

1950 KM FACILITY ID-MILE = RACO 0000,0001

1951 KM LINING = RCP

1952 RD 1149 0.024 0.013 0 CIRC 6.5 0

*

1953 KK NW111N

1954 BA 0.208

1955 PB 2.77

1956 LS 0 81.6

1957 UD 0.322

*

1958 KK CNW111N

1959 KM COMBINE RNW111S AND NW111N

1960 HC 2

*

1961 KK CBRDB

1962 KM COMBINE CNW144W AND CNW111N

1963 HC 2

*

1964 KK BRDB

1965 KM FACILITY = SOUTH ENVIRONMENTAL ENHANCEMENT AREA

1966 KM FACILITY IDMILE = BRDB 0032

1967 KM STORAGE VOLUME = 450 AC-FT

1968 KM OUTLET = 36" RCP WITH 18" ORIFICE PLATE

1969 KM 100-YEAR DISCHARGE = 43 CFS

1970 KM SPILLWAY LENGTH = 3,550 FT

1971 KM SPILLWAY HEIGHT =

1972 KM SPILLWAY CREST ELEVATION = 2455 FT

1 HEC-1 INPUT PAGE 54

 

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

 

1973 KM SPILLWAY TYPE =

1974 KM PMF DISCHARGE = 45,080 CFS

1975 KM TOP OF EMBANKMENT ELEVATION = 2,458.6 FT

1976 KM SMALL FOOTPRINT WITH NO SPILLING

1977 KM REFERENCED FROM HYDROLOGIC MODEL FOR FLOYD LAMB

1978 KM NORTH AND SOUTH ENVIRONMENTAL ENHANCEMENT AREAS

1979 KM PREPARED BY LOUIS BERGER DATED DECEMBER 7, 2007

1980 RS 1 STOR 0

1981 SV 0.0 3.1 7.3 14.4 28.4 48.8 72.4 98.9 128.5 162.6

1982 SV 203.2 247.7 295.2 345.1 397.0 450.6 514.1 577.0 641.1

1983 SE 2440 2441 2442 2443 2444 2445 2446 2447 2448 2449

1984 SE 2450 2451 2452 2453 2454 2455 2456 2457 2458

1985 SQ 0.9 26.1 27.7 29.2 30.6 31.9 33.2 34.5 35.7 36.9

1986 SQ 38.0 39.1 40.2 41.2 42.3 43.2 10694.2 30167.9 55385.1

*

1987 KK RBRDB

1988 KM ROUTE BRDB TO CNW144E

1989 KM FACILITY = BRENT DRAINAGE SYSTEM

1990 KM FACILITY ID MILE = BRDB 0000

1991 KM LINING = RCP

1992 RD 2170 0.004 0.013 0 CIRC 3 0

*

1993 KK NW144E

1994 BA 0.103

1995 PB 2.77

1996 LS 0 83.9

1997 UD 0.294

*

1998 KK CNW144E

1999 KM COMBINE RBRDB AND NW144E

2000 HC 2

*

2001 KK 2CW144E

2002 KM COMBINE RCW147E AND CNW144E

2003 HC 2

*

2004 KK RCW144E

2005 KM ROUTE 2CW144E TO CNW155C

2006 KM FACILITY = MOUNTAIN SPA/VISTA RANCH

2007 KM FACILITY ID MILE = MSNV 0005

2008 KM LINING = GRASS

2009 RD 4280 0.004 0.03 0 TRAP 100 10

*

2010 KK NW155-C

2011 BA 0.439

2012 PB 2.77

2013 LS 0 79.4

2014 UD 0.381

*

1 HEC-1 INPUT PAGE 55

 

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

 

2015 KKCNW155-C

2016 KM MODIFIED BY LOUIS BERGER NOV 2006

2017 KM COMBINE RCW144E AND NW155-C

2018 HC 2

*

2019 KKRCW155-C

2020 KM ROUTE CNW155-C TO CNW163-C

2021 KM FACILITY = MOUNTAIN SPA/VISTA RANCH

2022 KM FACILITY ID-MILE = MSNW 0005,0000

2023 KM LINING = GRASS

2024 RD 2320 0.004 0.03 0 TRAP 100 10

*

2025 KK NW165

2026 BA 0.281

2027 PB 2.77

2028 LS 0 78.2

2029 UD 0.444

*

2030 KK RNW165

2031 KM ROUTE NW165 TO CNW164

2032 KM MOUNTAIN SPA CHANNEL

2033 RD 3000 0.0073 0.03 0 TRAP 50 5

*

2034 KK NW164

2035 BA 0.301

2036 PB 2.77

2037 LS 0 79.1

2038 UD 0.293

*

2039 KK CNW164

2040 KM COMBINE NW164 AND RNW165

2041 HC 2

*

2042 KK RCNW164

2043 KM ROUTE CNW164 TO CNW163-C

2044 KM MOUNTAIN SPA CHANNEL

2045 RD 2200 0.01 0.03 0 TRAP 50 5

*

2046 KK NW163-C

2047 BA 0.361

2048 PB 2.77

2049 LS 0 79.4

2050 UD 0.364

*

1 HEC-1 INPUT PAGE 56

 

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

 

2051 KKCNW163-C

2052 KM COMBINE NW163-C, RCNW164 AND RCW155-C

2053 HC 3

*

2054 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

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

 

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

 

23 WUS95

.

.

42 .-------> DCHD1B

37 DHD01B

.

.

50 .-------> DCHD2B

45 DHD02B

.

.

53 . WML15A

. .

. .

59 . . WSPD1

. . .

. . .

65 . WC1............

. .

. .

69 . . WIRN4

. . .

. . .

75 . . . WMLA1A

. . . .

. . . .

81 . WC2........................

. .

. .

85 . . WGED1B

. . .

. . .

91 . . . WIRN5

. . . .

. . . .

97 . WC3........................

. .

. .

101 . . OFFW

. . .

. . .

106 CHD04B........................

.

.

108 . WPRK7

. .

. .

114 . . WMLA1B

. . .

. . .

120 . . . WMLA2

. . . .

. . . .

126 . . . . WGRC2

. . . . .

. . . . .

132 . WC4....................................

. .

. .

136 . . WMLA3

. . .

. . .

142 . WC5............

. .

. .

145 CHD05B............

.

.

148 . WML16

. .

. .

154 . . WSPD3

. . .

. . .

160 . WC6............

. .

. .

164 . . WL9A

. . .

. . .

170 . . . WL10A

. . . .

. . . .

176 . . . . WSCP4

. . . . .

. . . . .

182 . WC7....................................

. .

. .

186 . . WGC3

. . .

. . .

192 . . . WGRC1A

. . . .

. . . .

198 . . . . WML15B

. . . . .

. . . . .

204 . . . . . WSPD2

. . . . . .

. . . . . .

210 . . . . WC8............

. . . . .

. . . . .

213 . WC9....................................

. .

. .

217 . . OFF14

. . .

. . .

222 CHD06B........................

.

.

225 . 95-9A

. .

. .

231 CHD07B............

.

.

235 . OFF15

. .

. .

241 CHD7B2............

.

.

246 . OFF17B

. .

. .

253 . . OFF17A

. . .

. . .

260 . COFF17............

. .

. .

266 . . ON1

. . .

. . .

272 . . . ON4A

. . . .

. . . .

276 . . C1............

. . .

. . .

281 . . .-------> DIV1

279 . . D1

. . .

. . .

284 . . . ON5

. . . .

. . . .

288 . . C2............

. . .

. . .

293 . . .-------> DIV1A

291 . . D1A

. . .

. . .

296 . . . ON4B

. . . .

. . . .

302 . . . . .<------- DIV1

300 . . . . RET1

. . . . .

. . . . .

303 . . . . . ON6

. . . . . .

. . . . . .

307 . . . . C3............

. . . . .

. . . . .

312 . . . . .-------> DIV1B

310 . . . . D1B

. . . . .

. . . . .

315 . . . . . ON2

. . . . . .

. . . . . .

319 . . . . . . ON3

. . . . . . .

. . . . . . .

323 . . . . . . . ON9

. . . . . . . .

. . . . . . . .

327 . . . . . C4........................

. . . . . .

. . . . . .

332 . . . . . .-------> DIV2

330 . . . . . D2

. . . . . .

. . . . . .

335 . . . . . . ON10

. . . . . . .

. . . . . . .

339 . . . . . C5............

. . . . . .

. . . . . .

344 . . . . . .-------> DIV3

342 . . . . . D3

. . . . . .

. . . . . .

347 . . . . . . ON11

. . . . . . .

. . . . . . .

351 . . . . . C6............

. . . . . .

. . . . . .

356 . . . . . .-------> DIV1C

354 . . . . . D1C

. . . . . .

. . . . . .

359 . . CD1C....................................

. . .

. . .

365 . . .-------> DOFF23

363 . . DRCD1C

. . .

. . .

368 . . . ON8

. . . .

. . . .

374 . . . . .<------- DIV2

372 . . . . RET2

. . . . .

. . . . .

375 . . . C7............

. . . .

. . . .

380 . . . . .<------- DIV3

378 . . . . RET3

. . . . .

. . . . .

381 . . . . . ON7

. . . . . .

. . . . . .

385 . . . C8........................

. . . .

. . . .

390 . . . . .<------- DIV1A

388 . . . . RET1A

. . . . .

. . . . .

393 . . . . . .<------- DIV1B

391 . . . . . RET1B

. . . . . .

. . . . . .

396 . . . . . . .<------- DIV1C

394 . . . . . . RET1C

. . . . . . .

. . . . . . .

397 . . . . C9........................

. . . . .

. . . . .

401 . . . . . ON2D

. . . . . .

. . . . . .

407 . . . . . . ON5D

. . . . . . .

. . . . . . .

411 . . . . . CP1............

. . . . . .

. . . . . .

414 . . . . . . ON3D

. . . . . . .

. . . . . . .

418 . . . . . CP2............

. . . . . .

. . . . . .

421 . . . . . . ON1D

. . . . . . .

. . . . . . .

425 . . . . . . . ON4D

. . . . . . . .

. . . . . . . .

429 . . . . . . CP3............

. . . . . . .

. . . . . . .

432 . . . . . CP4............

. . . . . .

. . . . . .

436 . . CENGCA....................................

. . .

. . .

441 . . . WML9

. . . .

. . . .

447 . . . . WPRK5

. . . . .

. . . . .

453 . . . WC10A............

. . . .

. . . .

457 . . . . WEGL1

. . . . .

. . . . .

463 . . . . . WL4B

. . . . . .

. . . . . .

468 . . . WC10B........................

. . . .

. . . .

471 . . . . WML10

. . . . .

. . . . .

477 . . . . . WEGN3

. . . . . .

. . . . . .

483 . . . . . . WML11

. . . . . . .

. . . . . . .

489 . . . . WC11........................

. . . . .

. . . . .

493 . . . WC12............

. . . .

. . . .

497 . . . . WL6B

. . . . .

. . . . .

503 . . . . . WL7

. . . . . .

. . . . . .

509 . . . . . . WML13

. . . . . . .

. . . . . . .

515 . . . . . . . WEGL2

. . . . . . . .

. . . . . . . .

521 . . . WC13................................................

. . . .

. . . .

525 . . . . WML14

. . . . .

. . . . .

531 . . . . . WL8

. . . . . .

. . . . . .

537 . . . . . . WSKV3

. . . . . . .

. . . . . . .

543 . . . . . . . WSKV4

. . . . . . . .

. . . . . . . .

549 . . . WC14................................................

. . . .

. . . .

553 . . . . WL9B

. . . . .

. . . . .

559 . . . . . WSPD4

. . . . . .

. . . . . .

565 . . . . WC15............

. . . . .

. . . . .

569 . . . . . WL11

. . . . . .

. . . . . .

575 . . . . . . WPRK8

. . . . . . .

. . . . . . .

581 . . . . . . . WPRK9

. . . . . . . .

. . . . . . . .

587 . . . . . . . . WMTL1

. . . . . . . . .

. . . . . . . . .

593 . . . . . WC16....................................

. . . . . .

. . . . . .

597 . . . . . . WEGL3

. . . . . . .

. . . . . . .

603 . . . . . . . WL10B

. . . . . . . .

. . . . . . . .

609 . . . WC17................................................

. . . .

. . . .

613 . . . . WL12

. . . . .

. . . . .

619 . . . . . WGRC1B

. . . . . .

. . . . . .

625 . . . WC18........................

. . . .

. . . .

629 . . CCP4............

. . .

. . .

631 . . . OFF21B

. . . .

. . . .

638 . . COF21B............

. . .

. . .

645 . . . .<------- DOFF23

642 . . . ROFF23

. . . .

. . . .

646 . . . . OFF23

. . . . .

. . . . .

652 . . . COFF23............

. . . .

. . . .

656 . . . . OFFU

. . . . .

. . . . .

661 CPCULV................................................

.

.

663 . NW29-C

. V

. V

669 . RNW29C

. .

. .

676 . . NW71-W

. . .

. . .

682 . CNW71W............

. V

. V

687 . RCNW71-W

. .

. .

694 . . NW71-E

. . .

. . .

700 . CNW71E............

. .

. .

705 . . WGRT1

. . .

. . .

711 95STH........................

.

.

715 . OFF4-1

. V

. V

721 . ROFF41

. .

. .

726 . . OFF4-2

. . .

. . .

732 . COFF42............

. V

. V

736 . RCOFF4-2

. .

. .

741 . . OFF5-1

. . .

. . .

747 . COFF51............

. V

. V

751 . RCOFF5-1

. .

. .

758 . . OFF5-2

. . V

. . V

764 . . ROFF52

. . .

. . .

771 . . . NW1-C

. . . .

. . . .

777 . . CNW1-C............

. . .

. . .

781 . 2CNW1C............

. V

. V

785 . R2CNW1-C

. .

. .

792 . . NW7-C

. . .

. . .

798 . CNW-7............

. V

. V

802 . 157DB

. V

. V

809 . RCNW7C

. .

. .

816 . . NW21-C

. . .

. . .

822 . CNW21C............

. V

. V

825 . RCNW21-C

. .

. .

832 . . NW35-C

. . .

. . .

838 . . . WPRK10

. . . .

. . . .

844 . CNW35C........................

. .

. .

847 . . WOFF1

. . .

. . .

853 . . . WOFF11

. . . .

. . . .

859 . . . . WOFF2

. . . . .

. . . . .

864 . . . . . WOFF3

. . . . . .

. . . . . .

869 . . CP1....................................

. . .

. . .

872 . . . WOFF4

. . . .

. . . .

877 . . . . WOFF5

. . . . .

. . . . .

882 . . . . . WOFF6

. . . . . .

. . . . . .

887 . . . . . . WPF1B

. . . . . . .

. . . . . . .

893 . . DB1................................................

. . V

. . V

896 . . RDB1

. . .

. . .

903 . . . WSHP3

. . . .

. . . .

909 . . . . WPF2

. . . . .

. . . . .

915 . . WC19........................

. . .

. . .

919 . . . WPF5

. . . .

. . . .

925 . . . . WML2

. . . . .

. . . . .

931 . . . . . WSHA5

. . . . . .

. . . . . .

937 . . . WC20........................

. . . .

. . . .

941 . . . . WARR4

. . . . .

. . . . .

947 . . . . . WPF4

. . . . . .

. . . . . .

952 . . . . . . WSHA4

. . . . . . .

. . . . . . .

957 . . WC21................................................

. . .

. . .

960 . . . WL4A

. . . .

. . . .

966 . . . . WL5A

. . . . .

. . . . .

972 . . . . . WL5B

. . . . . .

. . . . . .

977 . . . WC22A........................

. . . .

. . . .

979 . . . . WPRK4

. . . . .

. . . . .

985 . . . . . WARR5

. . . . . .

. . . . . .

991 . . WC22....................................

. . .

. . .

994 . . . WML8

. . . .

. . . .

1000 . . . . WPF6

. . . . .

. . . . .

1006 . . . . . WEGN1

. . . . . .

. . . . . .

1012 . . . . . . WEGN2

. . . . . . .

. . . . . . .

1018 . . WC23................................................

. . .

. . .

1022 . . . WARR6

. . . .

. . . .

1028 . . . . WPF7

. . . . .

. . . . .

1034 . . . . . WL6A

. . . . . .

. . . . . .

1040 . . WC24....................................

. . .

. . .

1044 . . . WSCP2

. . . .

. . . .

1050 . . . . WPRK3

. . . . .

. . . . .

1056 . . . WC25............

. . . .

. . . .

1059 . . . . WPRK6

. . . . .

. . . . .

1065 . . . . . WSCP3

. . . . . .

. . . . . .

1071 . . WC26....................................

. . .

. . .

1075 . . . WML7

. . . .

. . . .

1081 . . . . WSKV2

. . . . .

. . . . .

1087 . . WC27........................

. . .

. . .

1091 . . . WL1B

. . . .

. . . .

1097 . . . . WARR1

. . . . .

. . . . .

1103 . . . . . WSHP2

. . . . . .

. . . . . .

1109 . . . WC28........................

. . . .

. . . .

1113 . . . . WPF3

. . . . .

. . . . .

1118 . . . . . WSHA3A

. . . . . .

. . . . . .

1123 . . . . WC29............

. . . . .

. . . . .

1125 . . . . . WSCH2

. . . . . .

. . . . . .

1130 . . . . . . WSHA3B

. . . . . . .

. . . . . . .

1135 . . . . WC30........................

. . . . .

. . . . .

1137 . . . . . WSCP1

. . . . . .

. . . . . .

1142 . . . . WC31............

. . . . .

. . . . .

1144 . . . . . WML1

. . . . . .

. . . . . .

1150 . . . . . . WSHA2

. . . . . . .

. . . . . . .

1156 . . . . WC32........................

. . . . .

. . . . .

1158 . . . . . WARR2

. . . . . .

. . . . . .

1164 . . . WC33........................

. . . .

. . . .

1166 . . . . WARR3

. . . . .

. . . . .

1172 . . . . . WML5

. . . . . .

. . . . . .

1178 . . . . . . WML6

. . . . . . .

. . . . . . .

1184 . . . WC34....................................

. . . .

. . . .

1188 . . WC35............

. . .

. . .

1192 . . . WL2

. . . .

. . . .

1198 . . . . WPRK2

. . . . .

. . . . .

1204 . . . WC36............

. . . .

. . . .

1208 . . . . WSKV1B

. . . . .

. . . . .

1214 . . . . . WL3

. . . . . .

. . . . . .

1220 . . WC37....................................

. . .

. . .

1224 . . . WOFF7

. . . .

. . . .

1229 . . . . WOFF8

. . . . .

. . . . .

1234 . . . CP2............

. . . .

. . . .

1237 . . . . WOFF9

. . . . .

. . . . .

1242 . . . . . WOFF10

. . . . . .

. . . . . .

1247 . . . . . . WPF1A

. . . . . . .

. . . . . . .

1253 . . . DB2....................................

. . . V

. . . V

1256 . . . RDB2

. . . .

. . . .

1263 . . . . WPRK1

. . . . .

. . . . .

1269 . . . . . WIRN1

. . . . . .

. . . . . .

1275 . . . . . . WL1A

. . . . . . .

. . . . . . .

1281 . . . WC38....................................

. . . .

. . . .

1285 . . . . WSHP1

. . . . .

. . . . .

1291 . . . WC39............

. . . .

. . . .

1295 . . . . WIRN2

. . . . .

. . . . .

1301 . . . . . WSCH1

. . . . . .

. . . . . .

1307 . . . . . . WSHA1

. . . . . . .

. . . . . . .

1313 . . . . . WC40............

. . . . . .

. . . . . .

1317 . . . . . . WML3

. . . . . . .

. . . . . . .

1323 . . . WC41....................................

. . . .

. . . .

1327 . . . . WIRN3

. . . . .

. . . . .

1333 . . . . . WML4

. . . . . .

. . . . . .

1339 . . . WC42........................

. . . .

. . . .

1343 . . WC43............

. . .

. . .

1347 . . . WSKV1A

. . . .

. . . .

1353 . . WC44A............

. . .

. . .

1357 . . . WGC2

. . . .

. . . .

1363 . . . . WOSO1

. . . . .

. . . . .

1369 . . . . . WGED1A

. . . . . .

. . . . . .

1375 . WC44B................................................

. .

. .

1379 . . NW50-C

. . .

. . .

1385 . . . WGC1

. . . .

. . . .

1391 . . WC44C............

. . .

. . .

1396 . . . .<------- DCHD1B

1393 . . . RETC1B

. . . .

. . . .

1397 . . . . EUS95

. . . . .

. . . . .

1403 . . . . . 95-4A

. . . . . .

. . . . . .

1409 . . . . . . 95-4B

. . . . . . .

. . . . . . .

1415 . EC1............................................................

. .

. .

1418 . . ELOG1

. . .

. . .

1424 . . . EPRK2

. . . .

. . . .

1430 . EC2........................

. .

. .

1434 . . EAA1B

. . .

. . .

1440 . . . ETP1B

. . . .

. . . .

1446 . . EC3............

. . .

. . .

1450 . . . ESKY1

. . . .

. . . .

1456 . . . . EPF1

. . . . .

. . . . .

1462 . . . EC4............

. . . .

. . . .

1466 . . . . ETP2

. . . . .

. . . . .

1472 . . . . . EMLA1

. . . . . .

. . . . . .

1478 . . EC5....................................

. . .

. . .

1482 . EC6............

. .

. .

1486 . . EL1

. . .

. . .

1492 . . . ELOG2

. . . .

. . . .

1498 . EC7........................

. .

. .

1502 . . EL5A

. . .

. . .

1508 . . . ELOG3

. . . .

. . . .

1514 . . . . EPRK1

. . . . .

. . . . .

1520 . EC8....................................

. .

. .

1527 . . .<------- DCHD2B

1524 . . RETC2B

. . .

. . .

1528 . . . 95-5A

. . . .

. . . .

1534 . . . . 95-5B

. . . . .

. . . . .

1540 . . . . . 95-6A

. . . . . .

. . . . . .

1546 . . . . . . 95-6B

. . . . . . .

. . . . . . .

1552 . . EC9A................................................

. . .

. . .

1554 . . . EML3A

. . . .

. . . .

1560 . . . . ETP4

. . . . .

. . . . .

1566 . . EC9B........................

. . .

. . .

1569 . . . EIRN1

. . . .

. . . .

1575 . . . . ES1

. . . . .

. . . . .

1581 . . EC10........................

. . .

. . .

1589 . . .-------> IREAST

1585 . . FTNOR

. . .

. . .

1592 . . . EL6

. . . .

. . . .

1598 . . . . EFA4

. . . . .

. . . . .

1604 . . EC11........................

. . .

. . .

1608 . . . EGC1

. . . .

. . . .

1614 . . . . ETP3

. . . . .

. . . . .

1620 . . . EC12............

. . . .

. . . .

1624 . . . . EL3

. . . . .

. . . . .

1630 . . . . . EOHR2

. . . . . .

. . . . . .

1636 . . . . . . EPRK3

. . . . . . .

. . . . . . .

1642 . . . EC13....................................

. . . .

. . . .

1646 . . . . EL4

. . . . .

. . . . .

1652 . . . . . EL2

. . . . . .

. . . . . .

1658 . . . . . . EOHR1

. . . . . . .

. . . . . . .

1664 . . . EC14....................................

. . . .

. . . .

1668 . . EC15............

. . .

. . .

1672 . . .-------> OHARE

1670 . . RFTLC

. . .

. . .

1675 . . . EFA3

. . . .

. . . .

1681 . . . . EL5B

. . . . .

. . . . .

1687 . . EC16........................

. . .

. . .

1690 . . . EFA2

. . . .

. . . .

1696 . . . . EAA2

. . . . .

. . . . .

1702 . . . EC17............

. . . .

. . . .

1706 . EC18........................

. .

. .

1710 . . NW102-C

. . .

. . .

1715 . LOGDB............

. V

. V

1717 . DB-OFF

. .

. .

1724 . . NW129-C

. . .

. . .

1729 . CNW129............

. .

. .

1733 . .-------> DBRDB

1731 . RTULE

. .

. .

1736 . . NW116-C

. . V

. . V

1741 . . RNW116-C

. . .

. . .

1744 . . . NW128

. . . .

. . . .

1749 . CNW128........................

. .

. .

1752 . . NW130-E

. . V

. . V

1757 . . RNW130-E

. . .

. . .

1763 . . . NW148-C

. . . .

. . . .

1768 . CNW148-C........................

. V

. V

1772 . RCW148-C

. .

. .

1778 . . NW157

. . .

. . .

1783 . CTULEDB............

. V

. V

1786 . TULEDB

. .

. .

1806 . . NW147-E

. . .

. . .

1811 . CNW147E............

. V

. V

1815 . RCW147E

. .

. .

1821 . . NW115-C

. . .

. . .

1828 . . . .<------- DBRDB

1826 . . . RBRDB

. . . .

. . . .

1829 . . CNW115-C............

. . V

. . V

1831 . . RCW115-C

. . .

. . .

1839 . . . .<------- IREAST

1837 . . . IREAST

. . . V

. . . V

1840 . . . RDW96-C

. . . V

. . . V

1844 . . . R2DW96-C

. . . .

. . . .

1850 . . . . NW96-C

. . . . .

. . . . .

1856 . . CNW96-C........................

. . .

. . .

1861 . . . NW75-C

. . . .

. . . .

1874 . . . .-------> DNW111S

1867 . . . DNW75-C

. . . V

. . . V

1877 . . . RDW75-C

. . . .

. . . .

1881 . . 2CNW96-C............

. . V

. . V

1885 . . R2CW96-C

. . .

. . .

1891 . . . NW113-C

. . . .

. . . .

1896 . . CNW113-C............

. . V

. . V

1899 . . RCW113-C

. . .

. . .

1905 . . . NW114-C

. . . V

. . . V

1910 . . . RNW114-C

. . . .

. . . .

1914 . . . . NW147W

. . . . .

. . . . .

1919 . . CNW147W........................

. . .

. . .

1922 . . . NW144W

. . . .

. . . .

1927 . . CNW144W............

. . .

. . .

1932 . . . .<------- DNW111S

1930 . . . DNW111S

. . . V

. . . V

1933 . . . RDNW111S

. . . .

. . . .

1939 . . . . NW111S

. . . . .

. . . . .

1944 . . . CNW111S............

. . . V

. . . V

1947 . . . RNW111S

. . . .

. . . .

1953 . . . . NW111N

. . . . .

. . . . .

1958 . . . CNW111N............

. . . .

. . . .

1961 . . CBRDB............

. . V

. . V

1964 . . BRDB

. . V

. . V

1987 . . RBRDB

. . .

. . .

1993 . . . NW144E

. . . .

. . . .

1998 . . CNW144E............

. . .

. . .

2001 . 2CW144E............

. V

. V

2004 . RCW144E

. .

. .

2010 . . NW155-C

. . .

. . .

2015 . CNW155-C............

. V

. V

2019 . RCW155-C

. .

. .

2025 . . NW165

. . V

. . V

2030 . . RNW165

. . .

. . .

2034 . . . NW164

. . . .

. . . .

2039 . . CNW164............

. . V

. . V

2042 . . RCNW164

. . .

. . .

2046 . . . NW163-C

. . . .

. . . .

2051 . CNW163-C........................

 

(***) RUNOFF ALSO COMPUTED AT THIS LOCATION

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

* * * *

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

* JUN 1998 * * HYDROLOGIC ENGINEERING CENTER *

* VERSION 4.1 * * 609 SECOND STREET *

* * * DAVIS, CALIFORNIA 95616 *

* RUN DATE 22NOV16 TIME 08:29:08 * * (916) 756-1104 *

* * * *

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

 

 

 

 

 

SLATER HANIFAN GROUP

OLYMPIA COMPANIES

SKYE CANYON

MASTER DRAINAGE STUDY 2016 - CCRFCD RTC

ULTIMATE DRAINAGE CONDITION - IMPACT TO SILVERSTONE RFCD FACILITIES

RETURN PERIOD ------- 100-YEAR

DISTRIBUTION -------- 6-HOUR SDN4

PROJECT NO. --------- OLY1603.000

FILENAME ------------ Ultimate4-Silverstone.H1

DATE ---------------- November 2016

MODELED BY ---------- SMJ

SIX HOUR DEPTH-AREA REDUCTION FACTORS

DRAINAGE AREA (MI^2) DARF

8.0-9.99 0.88

10.0-12.0 0.86

 

20 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 500 NUMBER OF HYDROGRAPH ORDINATES

NDDATE 2 0 ENDING DATE

NDTIME 1735 ENDING TIME

ICENT 19 CENTURY MARK

 

COMPUTATION INTERVAL .08 HOURS

TOTAL TIME BASE 41.58 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 .86

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

.88 .86

 

HYDROGRAPH AT

+ WUS95 .01 1 FLOW 21. 20.

TIME 3.50 3.50

 

DIVERSION TO

+ DCHD1B .01 1 FLOW 19. 18.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ DHD01B .01 1 FLOW 2. 2.

TIME 3.50 3.50

 

DIVERSION TO

+ DCHD2B .01 1 FLOW 2. 2.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ DHD02B .01 1 FLOW 0. 0.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML15A .02 1 FLOW 30. 29.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSPD1 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC1 .02 1 FLOW 32. 31.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WIRN4 .00 1 FLOW 7. 7.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WMLA1A .01 1 FLOW 15. 15.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC2 .03 1 FLOW 54. 52.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WGED1B .02 1 FLOW 24. 24.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WIRN5 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC3 .05 1 FLOW 80. 78.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFFW .01 1 FLOW 16. 15.

TIME 3.50 3.50

 

3 COMBINED AT

+ CHD04B .08 1 FLOW 96. 93.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPRK7 .00 1 FLOW 4. 4.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WMLA1B .02 1 FLOW 27. 26.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WMLA2 .05 1 FLOW 64. 62.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WGRC2 .00 1 FLOW 7. 7.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC4 .08 1 FLOW 99. 96.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WMLA3 .02 1 FLOW 26. 25.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC5 .09 1 FLOW 125. 122.

TIME 3.50 3.50

 

2 COMBINED AT

+ CHD05B .17 1 FLOW 220. 215.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML16 .03 1 FLOW 47. 46.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSPD3 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC6 .04 1 FLOW 50. 48.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL9A .03 1 FLOW 35. 34.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL10A .03 1 FLOW 33. 32.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WSCP4 .01 1 FLOW 19. 18.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC7 .10 1 FLOW 136. 132.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WGC3 .05 1 FLOW 70. 68.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WGRC1A .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML15B .02 1 FLOW 25. 25.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSPD2 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC8 .02 1 FLOW 27. 27.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC9 .17 1 FLOW 236. 230.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFF14 .01 1 FLOW 19. 19.

TIME 3.50 3.50

 

3 COMBINED AT

+ CHD06B .36 1 FLOW 475. 463.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ 95-9A .01 1 FLOW 15. 15.

TIME 3.50 3.50

 

2 COMBINED AT

+ CHD07B .37 1 FLOW 490. 478.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFF15 .03 1 FLOW 46. 45.

TIME 3.50 3.50

 

2 COMBINED AT

+ CHD7B2 .40 1 FLOW 536. 522.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFF17B .01 1 FLOW 11. 11.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFF17A .03 1 FLOW 37. 36.

TIME 3.50 3.50

 

2 COMBINED AT

+ COFF17 .04 1 FLOW 48. 47.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON1 .00 1 FLOW 6. 5.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON4A .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

2 COMBINED AT

+ C1 .01 1 FLOW 12. 11.

TIME 3.50 3.50

 

DIVERSION TO

+ DIV1 .01 1 FLOW 9. 9.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ D1 .01 1 FLOW 2. 2.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON5 .01 1 FLOW 7. 7.

TIME 3.50 3.50

 

2 COMBINED AT

+ C2 .01 1 FLOW 9. 9.

TIME 3.50 3.50

 

DIVERSION TO

+ DIV1A .01 1 FLOW 9. 9.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ D1A .01 1 FLOW 0. 0.

TIME .00 .00

 

HYDROGRAPH AT

+ ON4B .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ RET1 .00 1 FLOW 9. 9.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON6 .00 1 FLOW 5. 5.

TIME 3.50 3.50

 

2 COMBINED AT

+ C3 .00 1 FLOW 15. 14.

TIME 3.50 3.50

 

DIVERSION TO

+ DIV1B .00 1 FLOW 15. 14.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ D1B .00 1 FLOW 0. 0.

TIME .00 .00

 

HYDROGRAPH AT

+ ON2 .00 1 FLOW 7. 7.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON3 .01 1 FLOW 9. 8.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON9 .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

3 COMBINED AT

+ C4 .02 1 FLOW 21. 20.

TIME 3.50 3.50

 

DIVERSION TO

+ DIV2 .02 1 FLOW 17. 17.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ D2 .02 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON10 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

2 COMBINED AT

+ C5 .02 1 FLOW 7. 7.

TIME 3.50 3.50

 

DIVERSION TO

+ DIV3 .02 1 FLOW 6. 6.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ D3 .02 1 FLOW 1. 1.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON11 .00 1 FLOW 4. 3.

TIME 3.50 3.50

 

2 COMBINED AT

+ C6 .02 1 FLOW 5. 5.

TIME 3.50 3.50

 

DIVERSION TO

+ DIV1C .02 1 FLOW 5. 5.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ D1C .02 1 FLOW 0. 0.

TIME .00 .00

 

4 COMBINED AT

+ CD1C .04 1 FLOW 4. 4.

TIME 3.50 3.50

 

DIVERSION TO

+ DOFF23 .04 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ DRCD1C .04 1 FLOW 0. 0.

TIME .00 .00

 

HYDROGRAPH AT

+ ON8 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ RET2 .00 1 FLOW 17. 17.

TIME 3.50 3.50

 

2 COMBINED AT

+ C7 .00 1 FLOW 22. 21.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ RET3 .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON7 .01 1 FLOW 10. 10.

TIME 3.50 3.50

 

3 COMBINED AT

+ C8 .01 1 FLOW 37. 36.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ RET1A .00 1 FLOW 9. 9.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ RET1B .00 1 FLOW 15. 14.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ RET1C .00 1 FLOW 5. 5.

TIME 3.50 3.50

 

3 COMBINED AT

+ C9 .00 1 FLOW 29. 28.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON2D .01 1 FLOW 15. 15.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON5D .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

2 COMBINED AT

+ CP1 .01 1 FLOW 22. 21.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON3D .00 1 FLOW 5. 5.

TIME 3.50 3.50

 

2 COMBINED AT

+ CP2 .02 1 FLOW 27. 26.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON1D .01 1 FLOW 12. 11.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ON4D .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

2 COMBINED AT

+ CP3 .01 1 FLOW 18. 17.

TIME 3.50 3.50

 

2 COMBINED AT

+ CP4 .03 1 FLOW 45. 43.

TIME 3.50 3.50

 

4 COMBINED AT

+ CENGCA .08 1 FLOW 111. 108.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML9 .03 1 FLOW 41. 40.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPRK5 .00 1 FLOW 4. 3.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC10A .03 1 FLOW 44. 43.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WEGL1 .01 1 FLOW 9. 9.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL4B .01 1 FLOW 20. 19.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC10B .05 1 FLOW 72. 71.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML10 .02 1 FLOW 28. 27.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WEGN3 .01 1 FLOW 7. 7.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WML11 .04 1 FLOW 58. 56.

TIME 3.58 3.58

 

3 COMBINED AT

+ WC11 .07 1 FLOW 93. 90.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC12 .12 1 FLOW 165. 161.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL6B .02 1 FLOW 22. 21.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL7 .02 1 FLOW 25. 24.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML13 .03 1 FLOW 36. 35.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WEGL2 .01 1 FLOW 9. 9.

TIME 3.50 3.50

 

5 COMBINED AT

+ WC13 .18 1 FLOW 257. 250.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML14 .03 1 FLOW 43. 42.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL8 .03 1 FLOW 34. 34.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WSKV3 .01 1 FLOW 10. 10.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSKV4 .01 1 FLOW 11. 11.

TIME 3.50 3.50

 

5 COMBINED AT

+ WC14 .25 1 FLOW 355. 346.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL9B .02 1 FLOW 28. 27.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSPD4 .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC15 .03 1 FLOW 34. 33.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL11 .06 1 FLOW 71. 69.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WPRK8 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPRK9 .00 1 FLOW 1. 1.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WMTL1 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC16 .06 1 FLOW 75. 73.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WEGL3 .01 1 FLOW 12. 12.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL10B .03 1 FLOW 35. 34.

TIME 3.58 3.58

 

5 COMBINED AT

+ WC17 .38 1 FLOW 508. 495.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL12 .05 1 FLOW 60. 59.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WGRC1B .00 1 FLOW 7. 7.

TIME 3.58 3.58

 

3 COMBINED AT

+ WC18 .43 1 FLOW 575. 560.

TIME 3.50 3.50

 

2 COMBINED AT

+ CCP4 .51 1 FLOW 686. 667.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFF21B .04 1 FLOW 55. 53.

TIME 3.50 3.50

 

2 COMBINED AT

+ COF21B .55 1 FLOW 741. 720.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ROFF23 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFF23 .01 1 FLOW 12. 12.

TIME 3.50 3.50

 

2 COMBINED AT

+ COFF23 .01 1 FLOW 16. 16.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFFU .04 1 FLOW 54. 53.

TIME 3.50 3.50

 

5 COMBINED AT

+ CPCULV 1.05 1 FLOW 1395. 1358.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ NW29-C .13 1 FLOW 146. 142.

TIME 3.58 3.58

 

ROUTED TO

+ RNW29C .13 1 FLOW 143. 139.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ NW71-W .10 1 FLOW 114. 111.

TIME 3.58 3.58

 

2 COMBINED AT

+ CNW71W .24 1 FLOW 255. 247.

TIME 3.58 3.58

 

ROUTED TO

+ RCNW71-W .24 1 FLOW 254. 246.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ NW71-E .24 1 FLOW 184. 177.

TIME 3.67 3.67

 

2 COMBINED AT

+ CNW71E .47 1 FLOW 437. 424.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ WGRT1 .02 1 FLOW 22. 22.

TIME 3.67 3.67

 

3 COMBINED AT

+ 95STH 1.54 1 FLOW 1715. 1667.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ OFF4-1 .30 1 FLOW 281. 272.

TIME 3.67 3.67

 

ROUTED TO

+ ROFF41 .30 1 FLOW 285. 276.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ OFF4-2 .42 1 FLOW 479. 463.

TIME 3.58 3.58

 

2 COMBINED AT

+ COFF42 .72 1 FLOW 629. 606.

TIME 3.58 3.58

 

ROUTED TO

+ RCOFF4-2 .72 1 FLOW 610. 591.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ OFF5-1 .30 1 FLOW 260. 251.

TIME 3.67 3.67

 

2 COMBINED AT

+ COFF51 1.02 1 FLOW 870. 842.

TIME 3.67 3.67

 

ROUTED TO

+ RCOFF5-1 1.02 1 FLOW 855. 822.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ OFF5-2 .40 1 FLOW 329. 318.

TIME 3.75 3.75

 

ROUTED TO

+ ROFF52 .40 1 FLOW 326. 315.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ NW1-C .29 1 FLOW 229. 221.

TIME 3.67 3.67

 

2 COMBINED AT

+ CNW1-C .69 1 FLOW 543. 525.

TIME 3.75 3.75

 

2 COMBINED AT

+ 2CNW1C 1.70 1 FLOW 1394. 1342.

TIME 3.67 3.67

 

ROUTED TO

+ R2CNW1-C 1.70 1 FLOW 1376. 1328.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ NW7-C .49 1 FLOW 356. 344.

TIME 3.75 3.75

 

2 COMBINED AT

+ CNW-7 2.19 1 FLOW 1732. 1672.

TIME 3.75 3.75

 

ROUTED TO

+ 157DB 2.19 1 FLOW 915. 887.

TIME 4.17 4.17

 

** PEAK STAGES IN FEET **

1 STAGE 4.15 4.01

TIME 4.17 4.17

 

ROUTED TO

+ RCNW7C 2.19 1 FLOW 913. 884.

TIME 4.17 4.17

 

HYDROGRAPH AT

+ NW21-C .16 1 FLOW 176. 171.

TIME 3.58 3.58

 

2 COMBINED AT

+ CNW21C 2.35 1 FLOW 954. 924.

TIME 4.17 4.17

 

ROUTED TO

+ RCNW21-C 2.35 1 FLOW 954. 923.

TIME 4.17 4.17

 

HYDROGRAPH AT

+ NW35-C .34 1 FLOW 306. 296.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ WPRK10 .02 1 FLOW 13. 12.

TIME 3.58 3.58

 

3 COMBINED AT

+ CNW35C 2.71 1 FLOW 1100. 1061.

TIME 4.08 4.08

 

HYDROGRAPH AT

+ WOFF1 .41 1 FLOW 286. 276.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ WOFF11 .03 1 FLOW 40. 39.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WOFF2 .04 1 FLOW 34. 33.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WOFF3 .03 1 FLOW 27. 26.

TIME 3.50 3.50

 

4 COMBINED AT

+ CP1 .50 1 FLOW 338. 326.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ WOFF4 .06 1 FLOW 59. 57.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WOFF5 .26 1 FLOW 168. 162.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ WOFF6 .04 1 FLOW 41. 39.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WPF1B .03 1 FLOW 46. 45.

TIME 3.50 3.50

 

5 COMBINED AT

+ DB1 .88 1 FLOW 573. 554.

TIME 3.67 3.67

 

ROUTED TO

+ RDB1 .88 1 FLOW 67. 66.

TIME 5.58 5.58

 

** PEAK STAGES IN FEET **

1 STAGE 3033.17 3032.88

TIME 5.58 5.58

 

HYDROGRAPH AT

+ WSHP3 .02 1 FLOW 23. 22.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPF2 .00 1 FLOW 8. 7.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC19 .90 1 FLOW 83. 82.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPF5 .00 1 FLOW 1. 1.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML2 .04 1 FLOW 56. 55.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WSHA5 .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC20 .05 1 FLOW 62. 60.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WARR4 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPF4 .01 1 FLOW 14. 13.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSHA4 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

5 COMBINED AT

+ WC21 .96 1 FLOW 163. 160.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL4A .01 1 FLOW 17. 16.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL5A .02 1 FLOW 23. 23.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL5B .01 1 FLOW 8. 8.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC22A .04 1 FLOW 48. 47.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPRK4 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WARR5 .01 1 FLOW 13. 12.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC22 1.01 1 FLOW 226. 221.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML8 .02 1 FLOW 25. 24.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPF6 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WEGN1 .00 1 FLOW 1. 1.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WEGN2 .00 1 FLOW 1. 1.

TIME 3.50 3.50

 

5 COMBINED AT

+ WC23 1.03 1 FLOW 256. 250.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WARR6 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPF7 .01 1 FLOW 10. 10.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL6A .01 1 FLOW 13. 13.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC24 1.05 1 FLOW 285. 278.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSCP2 .00 1 FLOW 8. 8.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPRK3 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC25 .01 1 FLOW 12. 11.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPRK6 .02 1 FLOW 19. 19.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WSCP3 .01 1 FLOW 9. 9.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC26 1.08 1 FLOW 324. 316.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML7 .03 1 FLOW 44. 42.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSKV2 .01 1 FLOW 14. 13.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC27 1.12 1 FLOW 381. 372.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL1B .04 1 FLOW 58. 56.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WARR1 .01 1 FLOW 7. 6.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSHP2 .01 1 FLOW 19. 19.

TIME 3.58 3.58

 

3 COMBINED AT

+ WC28 .06 1 FLOW 82. 80.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPF3 .01 1 FLOW 12. 12.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSHA3A .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC29 .01 1 FLOW 14. 14.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSCH2 .02 1 FLOW 26. 26.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSHA3B .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC30 .03 1 FLOW 45. 44.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSCP1 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC31 .03 1 FLOW 49. 48.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML1 .03 1 FLOW 38. 37.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSHA2 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC32 .06 1 FLOW 91. 88.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WARR2 .00 1 FLOW 5. 5.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC33 .13 1 FLOW 178. 173.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WARR3 .01 1 FLOW 12. 12.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WML5 .04 1 FLOW 59. 58.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WML6 .03 1 FLOW 47. 46.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC34 .22 1 FLOW 295. 287.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC35 1.34 1 FLOW 676. 659.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL2 .02 1 FLOW 33. 32.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WPRK2 .00 1 FLOW 5. 4.

TIME 3.58 3.58

 

2 COMBINED AT

+ WC36 .03 1 FLOW 37. 36.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSKV1B .01 1 FLOW 8. 8.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL3 .04 1 FLOW 49. 48.

TIME 3.58 3.58

 

4 COMBINED AT

+ WC37 1.41 1 FLOW 770. 750.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WOFF7 .01 1 FLOW 7. 7.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WOFF8 .17 1 FLOW 138. 134.

TIME 3.67 3.67

 

2 COMBINED AT

+ CP2 .17 1 FLOW 143. 138.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ WOFF9 .12 1 FLOW 103. 99.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WOFF10 .25 1 FLOW 205. 198.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ WPF1A .03 1 FLOW 42. 41.

TIME 3.58 3.58

 

4 COMBINED AT

+ DB2 .57 1 FLOW 479. 463.

TIME 3.67 3.67

 

ROUTED TO

+ RDB2 .57 1 FLOW 51. 50.

TIME 5.33 5.33

 

** PEAK STAGES IN FEET **

1 STAGE 3001.31 3001.05

TIME 5.33 5.33

 

HYDROGRAPH AT

+ WPRK1 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WIRN1 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WL1A .05 1 FLOW 59. 57.

TIME 3.58 3.58

 

4 COMBINED AT

+ WC38 .62 1 FLOW 85. 82.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WSHP1 .01 1 FLOW 13. 13.

TIME 3.58 3.58

 

2 COMBINED AT

+ WC39 .63 1 FLOW 98. 95.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WIRN2 .00 1 FLOW 5. 5.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSCH1 .06 1 FLOW 75. 73.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WSHA1 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC40 .07 1 FLOW 79. 77.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WML3 .03 1 FLOW 41. 40.

TIME 3.50 3.50

 

4 COMBINED AT

+ WC41 .72 1 FLOW 218. 211.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WIRN3 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WML4 .04 1 FLOW 56. 55.

TIME 3.50 3.50

 

3 COMBINED AT

+ WC42 .77 1 FLOW 274. 266.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC43 2.18 1 FLOW 1044. 1016.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WSKV1A .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC44A 2.18 1 FLOW 1047. 1019.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WGC2 .01 1 FLOW 17. 16.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WOSO1 .00 1 FLOW 6. 6.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ WGED1A .04 1 FLOW 55. 54.

TIME 3.58 3.58

 

5 COMBINED AT

+ WC44B 4.95 1 FLOW 1774. 1719.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ NW50-C .17 1 FLOW 163. 157.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ WGC1 .01 1 FLOW 18. 17.

TIME 3.50 3.50

 

2 COMBINED AT

+ WC44C .18 1 FLOW 177. 172.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ RETC1B .00 1 FLOW 19. 18.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EUS95 .01 1 FLOW 23. 22.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ 95-4A .01 1 FLOW 10. 10.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ 95-4B .01 1 FLOW 10. 10.

TIME 3.50 3.50

 

6 COMBINED AT

+ EC1 5.16 1 FLOW 1997. 1934.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ELOG1 .01 1 FLOW 9. 8.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EPRK2 .00 1 FLOW 1. 1.

TIME 3.58 3.58

 

3 COMBINED AT

+ EC2 5.17 1 FLOW 2003. 1940.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EAA1B .06 1 FLOW 76. 74.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ETP1B .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

2 COMBINED AT

+ EC3 .06 1 FLOW 78. 76.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ESKY1 .01 1 FLOW 7. 7.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EPF1 .01 1 FLOW 6. 6.

TIME 3.58 3.58

 

2 COMBINED AT

+ EC4 .01 1 FLOW 13. 13.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ETP2 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EMLA1 .03 1 FLOW 36. 35.

TIME 3.50 3.50

 

4 COMBINED AT

+ EC5 .11 1 FLOW 126. 123.

TIME 3.58 3.58

 

2 COMBINED AT

+ EC6 5.27 1 FLOW 2129. 2063.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EL1 .04 1 FLOW 36. 34.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ELOG2 .01 1 FLOW 9. 8.

TIME 3.50 3.50

 

3 COMBINED AT

+ EC7 5.32 1 FLOW 2172. 2104.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EL5A .02 1 FLOW 22. 21.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ELOG3 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EPRK1 .00 1 FLOW 0. 0.

TIME 3.58 3.58

 

4 COMBINED AT

+ EC8 5.35 1 FLOW 2197. 2129.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ RETC2B .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ 95-5A .01 1 FLOW 9. 8.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ 95-5B .01 1 FLOW 8. 8.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ 95-6A .01 1 FLOW 14. 13.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ 95-6B .01 1 FLOW 9. 9.

TIME 3.50 3.50

 

5 COMBINED AT

+ EC9A .03 1 FLOW 41. 40.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EML3A .03 1 FLOW 36. 35.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ETP4 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

3 COMBINED AT

+ EC9B .06 1 FLOW 79. 76.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EIRN1 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ ES1 .02 1 FLOW 21. 21.

TIME 3.50 3.50

 

3 COMBINED AT

+ EC10 .08 1 FLOW 102. 100.

TIME 3.50 3.50

 

DIVERSION TO

+ IREAST .08 1 FLOW 102. 100.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ FTNOR .08 1 FLOW 0. 0.

TIME .00 .00

 

HYDROGRAPH AT

+ EL6 .06 1 FLOW 48. 46.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EFA4 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

3 COMBINED AT

+ EC11 .14 1 FLOW 52. 50.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EGC1 .04 1 FLOW 47. 45.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ ETP3 .01 1 FLOW 11. 11.

TIME 3.50 3.50

 

2 COMBINED AT

+ EC12 .05 1 FLOW 57. 55.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EL3 .04 1 FLOW 36. 35.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EOHR2 .00 1 FLOW 2. 2.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EPRK3 .00 1 FLOW 1. 1.

TIME 3.58 3.58

 

4 COMBINED AT

+ EC13 .10 1 FLOW 95. 92.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EL4 .03 1 FLOW 31. 30.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EL2 .03 1 FLOW 32. 31.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EOHR1 .00 1 FLOW 5. 5.

TIME 3.50 3.50

 

4 COMBINED AT

+ EC14 .17 1 FLOW 161. 155.

TIME 3.58 3.58

 

2 COMBINED AT

+ EC15 .31 1 FLOW 213. 206.

TIME 3.58 3.58

 

DIVERSION TO

+ OHARE .31 1 FLOW 47. 47.

TIME 3.17 3.25

 

HYDROGRAPH AT

+ RFTLC .31 1 FLOW 166. 159.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EFA3 .00 1 FLOW 4. 4.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EL5B .01 1 FLOW 12. 12.

TIME 3.58 3.58

 

3 COMBINED AT

+ EC16 .32 1 FLOW 181. 174.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ EFA2 .00 1 FLOW 3. 3.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ EAA2 .28 1 FLOW 251. 243.

TIME 3.67 3.67

 

2 COMBINED AT

+ EC17 .28 1 FLOW 252. 245.

TIME 3.67 3.67

 

3 COMBINED AT

+ EC18 5.95 1 FLOW 2609. 2526.

TIME 3.58 3.58

 

HYDROGRAPH AT

+ NW102-C .20 1 FLOW 192. 187.

TIME 3.67 3.67

 

2 COMBINED AT

+ LOGDB 6.15 1 FLOW 2782. 2694.

TIME 3.58 3.58

 

ROUTED TO

+ DB-OFF 6.15 1 FLOW 132. 130.

TIME 8.33 8.33

 

** PEAK STAGES IN FEET **

1 STAGE 8.24 8.11

TIME 8.42 8.42

 

HYDROGRAPH AT

+ NW129-C .14 1 FLOW 86. 83.

TIME 3.67 3.67

 

2 COMBINED AT

+ CNW129 6.29 1 FLOW 186. 182.

TIME 3.75 3.75

 

DIVERSION TO

+ DBRDB 6.29 1 FLOW 43. 43.

TIME 3.50 3.50

 

HYDROGRAPH AT

+ RTULE 6.29 1 FLOW 143. 139.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ NW116-C .13 1 FLOW 68. 65.

TIME 3.67 3.67

 

ROUTED TO

+ RNW116-C .13 1 FLOW 68. 66.

TIME 4.00 4.00

 

HYDROGRAPH AT

+ NW128 .45 1 FLOW 153. 145.

TIME 3.83 3.83

 

3 COMBINED AT

+ CNW128 6.87 1 FLOW 343. 328.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ NW130-E .25 1 FLOW 136. 131.

TIME 3.83 3.83

 

ROUTED TO

+ RNW130-E .25 1 FLOW 135. 130.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ NW148-C .13 1 FLOW 50. 48.

TIME 3.83 3.83

 

3 COMBINED AT

+ CNW148-C 7.25 1 FLOW 529. 506.

TIME 3.83 3.83

 

ROUTED TO

+ RCW148-C 7.25 1 FLOW 523. 500.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ NW157 .25 1 FLOW 120. 115.

TIME 3.75 3.75

 

2 COMBINED AT

+ CTULEDB 7.50 1 FLOW 643. 615.

TIME 3.83 3.83

 

ROUTED TO

+ TULEDB 7.50 1 FLOW 79. 78.

TIME 37.50 37.17

 

** PEAK STAGES IN FEET **

1 STAGE 2433.70 2433.63

TIME 37.00 37.17

 

HYDROGRAPH AT

+ NW147-E .25 1 FLOW 101. 96.

TIME 3.75 3.75

 

2 COMBINED AT

+ CNW147E 7.75 1 FLOW 143. 137.

TIME 3.75 3.75

 

ROUTED TO

+ RCW147E 7.75 1 FLOW 143. 137.

TIME 3.92 3.92

 

HYDROGRAPH AT

+ NW115-C .21 1 FLOW 151. 145.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ RBRDB .00 1 FLOW 43. 43.

TIME 3.50 3.50

 

2 COMBINED AT

+ CNW115-C .21 1 FLOW 194. 188.

TIME 3.67 3.67

 

ROUTED TO

+ RCW115-C .21 1 FLOW 192. 186.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ IREAST .00 1 FLOW 102. 100.

TIME 3.50 3.50

 

ROUTED TO

+ RDW96-C .00 1 FLOW 97. 94.

TIME 3.67 3.67

 

ROUTED TO

+ R2DW96-C .00 1 FLOW 92. 89.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ NW96-C .26 1 FLOW 214. 207.

TIME 3.58 3.58

 

3 COMBINED AT

+ CNW96-C .47 1 FLOW 482. 469.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ NW75-C .44 1 FLOW 364. 353.

TIME 3.75 3.75

 

DIVERSION TO

+ DNW111S .44 1 FLOW 186. 175.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ DNW75-C .44 1 FLOW 178. 178.

TIME 3.50 3.50

 

ROUTED TO

+ RDW75-C .44 1 FLOW 181. 182.

TIME 3.67 3.67

 

2 COMBINED AT

+ 2CNW96-C .92 1 FLOW 663. 652.

TIME 3.67 3.67

 

ROUTED TO

+ R2CW96-C .92 1 FLOW 657. 644.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ NW113-C .19 1 FLOW 136. 131.

TIME 3.67 3.67

 

2 COMBINED AT

+ CNW113-C 1.11 1 FLOW 793. 776.

TIME 3.67 3.67

 

ROUTED TO

+ RCW113-C 1.11 1 FLOW 781. 761.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ NW114-C .17 1 FLOW 97. 93.

TIME 3.67 3.67

 

ROUTED TO

+ RNW114-C .17 1 FLOW 97. 93.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ NW147W .11 1 FLOW 60. 57.

TIME 3.67 3.67

 

3 COMBINED AT

+ CNW147W 1.38 1 FLOW 918. 893.

TIME 3.75 3.75

 

HYDROGRAPH AT

+ NW144W .31 1 FLOW 170. 163.

TIME 3.67 3.67

 

2 COMBINED AT

+ CNW144W 1.69 1 FLOW 1085. 1051.

TIME 3.67 3.67

 

HYDROGRAPH AT

+ DNW111S .00 1 FLOW 186. 175.

TIME 3.75 3.75

 

ROUTED TO

+ RDNW111S .00 1 FLOW 179. 171.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ NW111S .11 1 FLOW 72. 69.

TIME 3.67 3.67

 

2 COMBINED AT

+ CNW111S .11 1 FLOW 245. 231.

TIME 3.75 3.83

 

ROUTED TO

+ RNW111S .11 1 FLOW 241. 230.

TIME 3.83 3.83

 

HYDROGRAPH AT

+ NW111N .21 1 FLOW 105. 100.

TIME 3.75 3.75

 

2 COMBINED AT

+ CNW111N .32 1 FLOW 344. 326.

TIME 3.75 3.83

 

2 COMBINED AT

+ CBRDB 2.01 1 FLOW 1424. 1374.

TIME 3.75 3.75

 

ROUTED TO

+ BRDB 2.01 1 FLOW 36. 36.

TIME 16.25 15.17

 

** PEAK STAGES IN FEET **

1 STAGE 2448.27 2448.11

TIME 17.17 15.83

 

ROUTED TO

+ RBRDB 2.01 1 FLOW 36. 36.

TIME 16.67 15.25

 

HYDROGRAPH AT

+ NW144E .10 1 FLOW 61. 58.

TIME 3.75 3.75

 

2 COMBINED AT

+ CNW144E 2.11 1 FLOW 92. 89.

TIME 3.75 3.75

 

2 COMBINED AT

+ 2CW144E 9.86 1 FLOW 229. 221.

TIME 3.83 3.83

 

ROUTED TO

+ RCW144E 9.86 1 FLOW 228. 220.

TIME 4.17 4.17

 

HYDROGRAPH AT

+ NW155-C .44 1 FLOW 178. 169.

TIME 3.83 3.83

 

2 COMBINED AT

+ CNW155-C 10.30 1 FLOW 355. 340.

TIME 4.08 4.08

 

ROUTED TO

+ RCW155-C 10.30 1 FLOW 352. 338.

TIME 4.25 4.25

 

HYDROGRAPH AT

+ NW165 .28 1 FLOW 97. 93.

TIME 3.92 3.92

 

ROUTED TO

+ RNW165 .28 1 FLOW 98. 93.

TIME 4.08 4.08

 

HYDROGRAPH AT

+ NW164 .30 1 FLOW 135. 129.

TIME 3.75 3.75

 

2 COMBINED AT

+ CNW164 .58 1 FLOW 191. 181.

TIME 3.92 3.92

 

ROUTED TO

+ RCNW164 .58 1 FLOW 190. 180.

TIME 4.00 4.00

 

HYDROGRAPH AT

+ NW163-C .36 1 FLOW 149. 142.

TIME 3.83 3.83

 

3 COMBINED AT

+ CNW163-C 11.25 1 FLOW 616. 587.

TIME 4.08 4.17

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

RNW29C MANE 1.32 145.68 217.33 1.86 5.00 143.44 220.00 1.86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1308E+02 EXCESS= .0000E+00 OUTFLOW= .1308E+02 BASIN STORAGE= .1092E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RNW29C MANE 1.33 141.57 217.19 1.80 5.00 139.18 220.00 1.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1269E+02 EXCESS= .0000E+00 OUTFLOW= .1269E+02 BASIN STORAGE= .1121E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCNW71-W MANE 3.35 254.50 221.19 1.83 5.00 253.62 220.00 1.83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2308E+02 EXCESS= .0000E+00 OUTFLOW= .2309E+02 BASIN STORAGE= .3894E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCNW71-W MANE 3.39 247.26 220.43 1.78 5.00 246.31 220.00 1.78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2238E+02 EXCESS= .0000E+00 OUTFLOW= .2239E+02 BASIN STORAGE= .4471E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROFF41 MANE 5.00 284.88 230.00 1.72 5.00 284.88 230.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2756E+02 EXCESS= .0000E+00 OUTFLOW= .2757E+02 BASIN STORAGE= .2770E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROFF41 MANE 5.00 276.09 230.00 1.66 5.00 276.09 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2661E+02 EXCESS= .0000E+00 OUTFLOW= .2662E+02 BASIN STORAGE= .1925E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOFF4-2 MANE 3.51 615.65 217.56 1.62 5.00 610.25 220.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6232E+02 EXCESS= .0000E+00 OUTFLOW= .6233E+02 BASIN STORAGE= .8902E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOFF4-2 MANE 3.54 593.74 219.58 1.56 5.00 591.08 220.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6012E+02 EXCESS= .0000E+00 OUTFLOW= .6012E+02 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOFF5-1 MANE 2.41 856.15 221.83 1.56 5.00 854.69 220.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8465E+02 EXCESS= .0000E+00 OUTFLOW= .8465E+02 BASIN STORAGE= .4256E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOFF5-1 MANE 2.43 829.10 220.88 1.51 5.00 822.09 220.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8163E+02 EXCESS= .0000E+00 OUTFLOW= .8163E+02 BASIN STORAGE= .4476E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROFF52 MANE 1.45 327.96 225.91 1.57 5.00 326.34 225.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3312E+02 EXCESS= .0000E+00 OUTFLOW= .3312E+02 BASIN STORAGE= .2061E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROFF52 MANE 1.46 317.02 225.98 1.52 5.00 315.37 225.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3196E+02 EXCESS= .0000E+00 OUTFLOW= .3196E+02 BASIN STORAGE= .1981E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R2CNW1-C MANE 1.71 1395.92 222.46 1.52 5.00 1376.16 225.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1384E+03 EXCESS= .0000E+00 OUTFLOW= .1384E+03 BASIN STORAGE= .4050E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R2CNW1-C MANE 1.74 1345.60 222.37 1.47 5.00 1328.12 225.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1335E+03 EXCESS= .0000E+00 OUTFLOW= .1335E+03 BASIN STORAGE= .3473E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCNW7C MANE 1.33 913.90 251.59 1.51 5.00 913.15 250.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1767E+03 EXCESS= .0000E+00 OUTFLOW= .1767E+03 BASIN STORAGE= .2265E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCNW7C MANE 1.35 885.84 250.71 1.46 5.00 884.16 250.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1704E+03 EXCESS= .0000E+00 OUTFLOW= .1704E+03 BASIN STORAGE= .2267E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCNW21-C MANE 2.68 953.70 249.21 1.53 5.00 953.60 250.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1918E+03 EXCESS= .0000E+00 OUTFLOW= .1918E+03 BASIN STORAGE= .4589E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCNW21-C MANE 2.71 923.28 249.71 1.48 5.00 923.15 250.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1851E+03 EXCESS= .0000E+00 OUTFLOW= .1851E+03 BASIN STORAGE= .4667E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RNW116-C MANE 5.00 68.42 240.00 .90 5.00 68.42 240.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6023E+01 EXCESS= .0000E+00 OUTFLOW= .6030E+01 BASIN STORAGE= .3359E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RNW116-C MANE 5.00 65.74 240.00 .87 5.00 65.74 240.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5764E+01 EXCESS= .0000E+00 OUTFLOW= .5770E+01 BASIN STORAGE= .3301E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RNW130-E MANE 1.40 135.27 230.18 1.12 5.00 135.22 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1473E+02 EXCESS= .0000E+00 OUTFLOW= .1473E+02 BASIN STORAGE= .1529E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RNW130-E MANE 1.41 130.25 230.54 1.08 5.00 130.03 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1416E+02 EXCESS= .0000E+00 OUTFLOW= .1416E+02 BASIN STORAGE= .1586E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCW148-C MANE 1.33 526.82 231.74 .87 5.00 522.86 230.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3366E+03 EXCESS= .0000E+00 OUTFLOW= .3365E+03 BASIN STORAGE= .6701E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCW148-C MANE 1.34 504.23 232.24 .86 5.00 500.34 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3316E+03 EXCESS= .0000E+00 OUTFLOW= .3316E+03 BASIN STORAGE= .6490E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCW147E MANE 5.00 142.63 235.00 .61 5.00 142.63 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2540E+03 EXCESS= .0000E+00 OUTFLOW= .2528E+03 BASIN STORAGE= .1334E+01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCW147E MANE 5.00 137.21 235.00 .60 5.00 137.21 235.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2509E+03 EXCESS= .0000E+00 OUTFLOW= .2497E+03 BASIN STORAGE= .1325E+01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCW115-C MANE 3.81 191.87 224.99 10.49 5.00 191.86 225.00 10.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1178E+03 EXCESS= .0000E+00 OUTFLOW= .1176E+03 BASIN STORAGE= .3433E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCW115-C MANE 3.86 187.26 223.66 10.20 5.00 185.92 225.00 10.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1146E+03 EXCESS= .0000E+00 OUTFLOW= .1143E+03 BASIN STORAGE= .3349E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDW96-C MANE 4.50 97.40 220.50 -1.00 5.00 96.64 220.00 -1.00

FOR PLAN = 1 RATIO= .00

RDW96-C MANE 4.50 94.76 220.50 -1.00 5.00 93.99 220.00 -1.00

FOR PLAN = 1 RATIO= .00

R2DW96-C MANE 2.76 93.27 220.72 -1.00 5.00 91.83 220.00 -1.00

FOR PLAN = 1 RATIO= .00

R2DW96-C MANE 2.79 90.98 223.19 -1.00 5.00 89.40 220.00 -1.00

FOR PLAN = 1 RATIO= .00

RDW75-C MANE 5.00 180.93 220.00 1.28 5.00 180.93 220.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3038E+02 EXCESS= .0000E+00 OUTFLOW= .3038E+02 BASIN STORAGE= .1017E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDW75-C MANE 5.00 182.38 220.00 1.25 5.00 182.38 220.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2972E+02 EXCESS= .0000E+00 OUTFLOW= .2972E+02 BASIN STORAGE= .9992E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R2CW96-C MANE 1.16 660.32 220.93 3.54 5.00 657.34 220.00 3.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1733E+03 EXCESS= .0000E+00 OUTFLOW= .1733E+03 BASIN STORAGE= .1714E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R2CW96-C MANE 1.17 648.88 221.34 3.45 5.00 644.45 220.00 3.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1686E+03 EXCESS= .0000E+00 OUTFLOW= .1685E+03 BASIN STORAGE= .1672E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCW113-C MANE 1.24 791.20 221.40 3.15 5.00 780.72 220.00 3.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1859E+03 EXCESS= .0000E+00 OUTFLOW= .1858E+03 BASIN STORAGE= .1960E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCW113-C MANE 1.25 771.33 222.16 3.06 5.00 761.26 220.00 3.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1807E+03 EXCESS= .0000E+00 OUTFLOW= .1806E+03 BASIN STORAGE= .1912E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RNW114-C MANE 5.00 97.12 230.00 .95 5.00 97.12 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8535E+01 EXCESS= .0000E+00 OUTFLOW= .8543E+01 BASIN STORAGE= .4796E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RNW114-C MANE 5.00 93.28 230.00 .91 5.00 93.28 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8175E+01 EXCESS= .0000E+00 OUTFLOW= .8183E+01 BASIN STORAGE= .4719E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RDNW111S MANE 3.49 183.69 226.92 -1.00 5.00 178.77 230.00 -1.00

FOR PLAN = 1 RATIO= .00

RDNW111S MANE 3.53 171.75 229.59 -1.00 5.00 170.57 230.00 -1.00

FOR PLAN = 1 RATIO= .00

RNW111S MANE .75 244.73 226.03 2.77 5.00 241.33 230.00 2.77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1597E+02 EXCESS= .0000E+00 OUTFLOW= .1597E+02 BASIN STORAGE= .8787E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RNW111S MANE .76 231.31 226.50 2.63 5.00 230.34 230.00 2.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1514E+02 EXCESS= .0000E+00 OUTFLOW= .1514E+02 BASIN STORAGE= .8815E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBRDB MANE 4.68 36.02 1039.94 1.09 5.00 36.02 1040.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1170E+03 EXCESS= .0000E+00 OUTFLOW= .1167E+03 BASIN STORAGE= .2380E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBRDB MANE 4.69 35.83 970.71 1.08 5.00 35.83 970.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1163E+03 EXCESS= .0000E+00 OUTFLOW= .1161E+03 BASIN STORAGE= .2364E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCW144E MANE 5.00 227.78 250.00 .70 5.00 227.78 250.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3755E+03 EXCESS= .0000E+00 OUTFLOW= .3704E+03 BASIN STORAGE= .5383E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCW144E MANE 5.00 219.85 250.00 .70 5.00 219.85 250.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3714E+03 EXCESS= .0000E+00 OUTFLOW= .3663E+03 BASIN STORAGE= .5347E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCW155-C MANE 5.00 352.31 255.00 .70 5.00 352.31 255.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3895E+03 EXCESS= .0000E+00 OUTFLOW= .3868E+03 BASIN STORAGE= .2918E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCW155-C MANE 5.00 337.80 255.00 .69 5.00 337.80 255.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3846E+03 EXCESS= .0000E+00 OUTFLOW= .3819E+03 BASIN STORAGE= .2899E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RNW165 MANE 5.00 97.70 245.00 .76 5.00 97.70 245.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1135E+02 EXCESS= .0000E+00 OUTFLOW= .1136E+02 BASIN STORAGE= .5972E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RNW165 MANE 5.00 92.99 245.00 .72 5.00 92.99 245.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+02 EXCESS= .0000E+00 OUTFLOW= .1083E+02 BASIN STORAGE= .5859E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCNW164 MANE 5.00 189.80 240.00 .78 5.00 189.80 240.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2421E+02 EXCESS= .0000E+00 OUTFLOW= .2422E+02 BASIN STORAGE= .4020E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCNW164 MANE 5.00 180.05 240.00 .74 5.00 180.05 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2310E+02 EXCESS= .0000E+00 OUTFLOW= .2311E+02 BASIN STORAGE= .3813E-02 PERCENT ERROR= -.1

 

 

 

*** NORMAL END OF HEC-1 ***