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

«< SEDCAD+ 7»
• --- Applied Hydrology Associates ---
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** JUNCTION 1 BRANCH 1 STRUCTURE 2 **
** NULL STRUCTURE **
** J1 B1 S2 **
** kR
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* *
* SUBWATERSHED INFORMATION
k k
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* A
* HYDRAULIC INPUT VALUES *
* *
* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO
* SHED (acre) NUHBER (hr) (hr) R-(h r) S 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 78.ti8 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 0.17? 0.179 0.360 MED *
* 6 126.27 75.63 0.300 0.115 0.115 0.311 MED
* 7 193.76 72.00 0.425 0.115 0.115 0.311 LIED
* 8 14.92 72.00 0.031 0.000 0.000 0.000 INSTANT *
* *
* R
* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS
* *
* PEAK FLOW RUNOFF *
* WATERSHED (cfs) (inches)

* 1 166.145 1.739 *
* 2 207.832 1.828 *
* 3 141.835 1.169
* 4 105.873 1.823
* 5 58.543 1.296 *
* 6 84.805 0.995
* 7 86.135 0.808 *
* 8 13.422 0.808 *
* k
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