PERMFILE66341

• Permit No: C1989074
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX 5 ENGLEVILLE GULCH PREMINING PEAK FLOW PREDICTIONS
• Media Type: D
• Archive: No

Applied Hydrology Associates
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** JUNCTION 1 BRANCH 1 STRUCTURE 2 **
** NULL STRUCTURE **
** J1 B1 52 **
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* SUBWATERSHED INFORMATION *
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* HYDRAULIC INPUT VALUES
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* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO
* SHED (acre) NUhIBER (hr) (hr) R-(hr) Y RESPONSE *

* 1 112.03 87.00 0.153 0.668 0.668 0.366 MED
* 2 147.39 88.12 0.235 0.468 0.468 0.365 NED
• * 3 162.76 74.26 0.247 0.172 0.172 0.361 MED
* 4 58.31 88.07 0.124 0.300 0.300 0,369 INSTANT *
* 5 53.25 80.73 0.174 0.179 0.179 0.360 MED
* 6 126.27 75.63 0.300 0.115 0.115 0.311 HED
* 7 193.76 72.00 0.425 0.115 0.115 0.311 MED
* 8 14.92 72.00 0.031 0.000 0.000 0.000 INSTANT
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* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS *
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* PEAF~ FLOW RUNOFF *
* WATERSHED (cfs) (inches) *

* 1 87.396 0.906 *
* 2 110.639 0.972 *
* 3 36.275 0.358 *
* 4 59.199 0.969 *
* 5 25.942 0.593
* 6 30.114 0.401 *
* 7 24.106 0.292 *
* 8 4.678 0.292 *
* *
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