| River | Reach | RS | Struc | Len Lob | Len Chl | Len Rob | TopwdthAct | Q Total | Flow Code |
|---|---|---|---|---|---|---|---|---|---|
| Dry Creek | Reach-1 | 29094 | 527 | 527 | 527 | 158.9 | 266 | C | |
| 28567 | 689 | 689 | 689 | 204.12 | 266 | ||||
| 27878 | 498 | 498 | 498 | 349.71 | 1879 | C | |||
| 27380 | 331 | 331 | 331 | 311.08 | 1879 | ||||
| 27049 | 343 | 343 | 343 | 322.01 | 1879 | ||||
| 26706 | 107.5 | 107.5 | 107.5 | 237.22 | 1879 | ||||
| 26598.5 | 107.5 | 107.5 | 107.5 | 213.58 | 1879 | ||||
| 26491 | 239.5 | 239.5 | 239.5 | 226.95 | 1879 | ||||
| 26251.5 | 239.5 | 239.5 | 239.5 | 292.35 | 1879 | ||||
| 26012 | 367 | 367 | 367 | 264.72 | 1879 | ||||
| 25645 | 350 | 350 | 350 | 300.07 | 1879 | ||||
| 25295 | 341 | 341 | 341 | 326.56 | 1879 | ||||
| 24954 | 319 | 319 | 319 | 336 | 1879 | ||||
| 24635 | 462 | 462 | 462 | 341.02 | 1879 | ||||
| 24173 | 445 | 445 | 445 | 404.88 | 2138 | ||||
| 23728 | 442 | 442 | 442 | 399 | 2138 | ||||
| 23286 | 457 | 457 | 457 | 323.63 | 2138 | ||||
| 22829 | 437 | 437 | 437 | 412.73 | 2138 | ||||
| 22392 | 434 | 434 | 434 | 385.3 | 2138 | ||||
| 21958 | 458 | 458 | 458 | 351.4 | 2138 | ||||
| 21500 | 436 | 436 | 436 | 630.5 | 3161 | ||||
| 21064 | 446 | 446 | 446 | 429.97 | 3161 | ||||
| 20618 | 470 | 470 | 470 | 421.64 | 3161 | ||||
| 20148 | 453 | 453 | 453 | 535.61 | 3161 | ||||
| 19695 | 333 | 333 | 333 | 623.22 | 3161 | ||||
| 19362 | 592 | 592 | 592 | 574.57 | 4053 | ||||
| 18770 | 451 | 451 | 451 | 517.4 | 4053 | ||||
| 18319 | 482 | 482 | 482 | 627.42 | 4053 | ||||
| 17837 | 470 | 470 | 470 | 418.59 | 4053 | C | |||
| 17367 | 433 | 433 | 433 | 414.58 | 4053 | ||||
| 16934 | 475 | 475 | 475 | 486.75 | 4053 | ||||
| 16459 | 465 | 465 | 465 | 414.76 | 4053 | DR | |||
| 15994 | 455 | 455 | 455 | 795.89 | 4995 | ||||
| 15539 | 400 | 400 | 400 | 702.56 | 4995 | ||||
| 15139 | 433 | 433 | 433 | 488.18 | 4995 | ||||
| 14706 | 465 | 465 | 465 | 544.04 | 4995 | ||||
| 14241 | 474 | 474 | 474 | 493.93 | 4995 | ||||
| 13767 | 407 | 407 | 407 | 550.9 | 4995 | ||||
| 13360 | 457 | 457 | 457 | 448.09 | 4995 | ||||
| 12903 | 482 | 482 | 482 | 656.16 | 4995 | ||||
| 12421 | 908 | 908 | 908 | 663.53 | 4995 | ||||
| 11513 | 469 | 469 | 469 | 650.51 | 4995 | ||||
| 11044 | 537 | 537 | 537 | 767.04 | 4995 | ||||
| 10507 | 921 | 921 | 921 | 597.84 | 5168 | ||||
| 9586 | 807 | 807 | 807 | 471.89 | 5168 | ||||
| 8779 | 531 | 531 | 531 | 406.72 | 5168 | ||||
| 8248 | 373 | 373 | 373 | 592.89 | 5168 | ||||
| 7875 | 467 | 467 | 467 | 526.16 | 5168 | ||||
| 7408 | 447 | 447 | 447 | 464.8 | 5168 | ||||
| 6961 | 464 | 464 | 464 | 530.66 | 5168 | ||||
| 6497 | 454 | 454 | 454 | 521.52 | 5168 | ||||
| 6043 | 485 | 485 | 485 | 416.05 | 5168 | ||||
| 5558 | 477 | 477 | 477 | 510.64 | 5168 | ||||
| 5081 | 457 | 457 | 457 | 622.66 | 5168 | ||||
| 4624 | 446 | 446 | 446 | 773.71 | 5354 | ||||
| 4178 | 462 | 462 | 462 | 842.49 | 5354 | ||||
| 3716 | 466 | 466 | 466 | 897.07 | 5354 | ||||
| 3250 | 477 | 477 | 477 | 869.86 | 5354 | ||||
| 2773 | 446 | 446 | 446 | 1136.31 | 5354 | ||||
| 2327 | 471 | 471 | 471 | 1318.63 | 5354 | ||||
| 1856 | 466 | 466 | 466 | 1669.08 | 6231 | ||||
| 1390 | 0 | 0 | 0 | 2102.71 | 6231 | DR |
BL = block obstruction left
MBL = multiple block obstructions left
BR = block obstruction right
MBR = multiple block obstruction right
C = critical depth
DL = divided flow left
DR = divided flow right
EL = extended cross section left
ER = extended cross section right
IL = Ineffective station left
MIL = multiple ineffective stations left
IR = ineffective station right
MIR = multiple ineffective stations right
| XS LC 01 | SECNO: 28567 |
LenChl Up/TopWdthAct Dn = 2.14. The ratio is more than 1.1. LenChlUp is more than 500 feet. This cross section is located too far upstream from the critical depth cross section 27878 for the 1%-annual-chance flood. The cross section should move closer to the critical depth section, or an additional cross section should be added between the two cross sections. The HEC-RAS geometry file may need to be recreated using a GIS program. |
|