PERMFILE113676

• Permit No: C1989074
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX 7 ENGLEVILLE GULCH PEAK FLOW PREDICTIONS DURING OPERATIONS
• Media Type: D
• Archive: No

Applied Hydrology Associates
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*A JUNCTION 1 BRANCH 1 STRUCTURE 1 AA
** NULL STRUCTURE **
** J1 B1 S1 **
A* **
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* A
* ~SUBWATERSIIED INFORMATION
A *
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* *
* HYDRAULIC INPUT VALUES A
* A
* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO *
R SHED (acre) NUPIBER (hr) (hr) R-(hr) % RESPONSE *
A--------------°---------------- ------------------------------------------- --*
* 1 172.18 89.00 0.171 0.521 0.521 0.394 MED *
* 2 240.09 86.57 0.229 0.259 0.259 0.376 MED
* 3 242.43 86.88 0.223 0.424 0.424 0.382 MED
•
* 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 PIED
* *
A *
* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS
* *
* PEAK FLOW RUNOFF *
* WATERSHED (cfs) (inches)

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