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

HMS * summary of Results
Project willow9 Run Name wc_recov500ylh
Start of Run 01Jan94 0000 Basin Mode~ wc_recovery_rou~ed2
End of Run 01Jan94 2400 Met. Model wc_500ylhNOAA
Execution Time 18May06 1406 Control Specs wc~re_or_recov_lhr
Hydrologic Discharge Time of Volume Drainage
Elelll8nt Peak Peak (ac Area
(cfs) ft) (sq mil
1 802.43 01 Jan 94 0221 161.99 9.993
2 156.42 01 Jan 94 0120 13.753 1.182
design pt 1 829.42 01 Jan 94 0218 175.75 11.175
Reach-l 828.60 01 Jan 94 0236 175.75 11.175
6A 120.08 01 Jan 94 0141 15.478 0.890
design pt 2 881.75 01 Jan 94 0228 191.22 12.065
Reach 2 881.31 01 Jan 94 0252 191.22 12.065
3 151.46 01 Jan 94 0127 15.501 1.260
design pt 3 899.06 01 Jan 94 0249 206.73 13.325
Reach 3 898.35 01 Jan 94 0308 206.73 13.325
68 90.952 01 Jan 94 0141 10.435 0.600
design pt 4 913.95 01 Jan 94 0306 217.16 13.925
Reach 4 913.52 01 Jan 94 0330 217.16 13.925
4 621.22 01 Jan 94 0111 49.329 1.892
design pt 5 915.97 01 Jan 94 0329 266.49 15.817
Reach 5 915.25 01 Jan 94 0347 266.49 15.817
6C 40.476 01 Jan 94 0141 5.2173 0.300
design pt 6 918.22 01 Jan 94 0346 271.71 16.117
Reach 6 917.50 01 Jan 94 0404 271.71 16.117
5 147.85 01 Jan 94 0139 18.213 1.604
design pt 7 923.38 01 Jan 94 0404 289.92 17.721
Total we 923.38 01 Jan 94 0404 289.92 17.721