FLOOD10311 ‎(2)‎

• County: Rio Grande
• Community: South Fork
• Stream Name: Willow Creek Watershed
• Basin: Rio Grande
• Title: Hydrologic Analysis Willow Creek
• Date: 3/27/2006
• Floodplain - Doc Type: Floodplain Report/Masterplan

Appendix 3. HEC-HMS hydrologic model output.
HMS * Summary of Results
Project willow~ Run NiIIlIEl wc_recovlOylh
start of Run 01Jan~4 0000 Basin Model 'Wc_recovery_Z'outed2
End of Run 01Jan~4 2400 Met. Model wc_l0ylhNOAA
Zxecution Time 18May06 135~ Control Specs wc-pre_or_recov_lhr
Hydrologic Discharge Time of Voluma Drainage
Element Peak Peak (ac Area
(cfs) ft) (sq mil
1 10.610 01 Jan ~4 0234 2.1241 ~.9~3
2 0.0 31 Dec ~3 2400 0.0 1.182
design pt 1 10.610 01 Jan ~4 0234 2.1241 11.175
Reach-l 10.602 01 Jan ~4 0252 2.1241 11.175
6A 2.3578 01 Jan ~4 0151 0.2~545 0.8~0
design pt 2 11.511 01 Jan 94 0243 2. 41~6 12.065
Reach 2 11 . 504 01 Jan ~4 0307 2. 41~6 12.065
3 0.014786 01 Jan 94 0143 0.0014348 1. 260
design pt 3 11.506 01 Jan 94 0307 2.4210 13.325
Reach 3 11.494 01 Jan 94 0325 2.4210 13.325
6B 1.5895 01 Jan 94 0151 0.19918 0.600
design pt 4 11. 74~ 01 Jan 94 0323 2.6202 13.~25
Reach 4 11.742 01 Jan ~4 0347 2.6202 13. ~25
4 45.740 01 Jan ~4 0118 3.43~5 1. 8~2
design pt: 5 45.849 01 Jan ~4 0118 6.0597 15.817
Reach 5 45.425 01 Jan 94 0136 6.0597 15.817
6C 0.7~476 01 Jan 94 0151 O. 0~9591 0.300
design pt 6 46.132 01 Jan ~4 0136 6.1593 16.117
Reach 6 45.707 01 Jan 94 0154 6.15~3 16.117
5 0.0 31 Dec 93 2400 0.0 1.604
design pt 7 45.707 01 Jan ~4 0154 6.1593 17.721
Total WC 45.707 01 Jan ~4 0154 6.1593 17.721