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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** JUNCTION 1 BRANCH 1 STRUCTURE 2 **
** NULL STRUCTURE **
** J1 B1 S2 **
** **
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* *
* SUBWATE RSHED INFORMATION
* *
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k A
* HYDRAUL IC INPUT VALUES
* k
* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO *
* SHED (acre) NUHBER (hr) (hr) R-(hr) S RESPONSE *

* 1 112.03 87.00 0.153 0.668 0.668 0.366 !IED *
* 2 147.39 88.12 0.235 0.468 0.468 0.365 MED *
* 3 1ti2.76 78.ti8 0.247 0.172 0.172 0.361 HED *
•
* 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 MED *
* 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 *
A
*
* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS *
* *
* PEAL( FLOW RUNOFF
* WATERSHED (cfs) (inches) *

* 1 264.334 2.821
* 2 328.451 2.926 *
* 3 260.148 2.101 *
* 4 162.541 2.921
* 5 102.011 2.268 *
* 6 165.973 1.865 *
* 7 185.584 1.602 *
* 8 25.927 1.602 *
* A
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