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 1 **
** NULL STRUCTURE **
** J1 B1 S1 **
** **
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* A
* SUBWATERSHED INFORMATION
* *
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* k
* HYDRAULIC INPUT VALUES *
a *
* WATER AREA CURVE TC TT ROUTING COE£'S UNIT HYDRO
* SHED (acre) NUMBER (hr) (hr) h-(hr) Y RESPONSE

* 1 172.18 89.00 0.171 0.521 0.521 0.394 MED
• *
* 2 249.09 86.57 0.229 0.259 0.259 0.376 MED
3 242.43 86.88 0.223 0.424 0.424 0.382 PIED
* 4 270.66 85.74 0.400 0.259 0.259 0.376 MED
* 5 227.27 86.14 0.382 0.000 0.000 0.000 MED
* *
* *
* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS *
* *
* PEAK FLON RUNOFF *
A WATERSHED (cfs) (inches)

* 1 426.711 3.011 *
* 2 535.005 2.781
* 3 529.169 2.809 *
* 4 468.497 2.705
" 5 405.248 2.741
* *
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