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 ---
*RRRRRk**k*k*RR*kkk*k/rkkk*kkkk*kkk*********k**
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** JUNCTION 1 BRANCH 1 STRUCTURE 2 Rk
k* NULL STRUCTURE **
** J1 B1 S2 k"
** **
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****************frR********R**********RR****k**
************Rk*RR***********R*R********kRRR**Ak********kR**kk**************k***
* *
* SUBWATERSHED INFORMATION *
* *
*R***************R**************A**R*R*kA******A*AR**A****R*RR** #****RR*R*** *R*
* *
* HYDRAULIC INPUT VALUES *
* k
* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO
* SHED (sere) NUlIBER (hr) (hr) E-(hr) 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.]65 MED *
* 3 162.76 78.68 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 HED *
* 6 126.27 75.63 0.300 0.115 0.115 0.311 MED *
* 7 193.76 72.00 0.425 O.IIS 0.115 0.311 lfED *
* 8 14.92 72.00 0.031 0.000 0.000 0.000 INSTANT
* *
* ~ *
* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS
* *
* PEAR FLOW RUNOFF *
* WATERSHED (cfs) (inches)
R------------~---------------------------------------------------------~--__ __*
* 1 198.666 2.093 *
* 2 247.827 2.188
* 3 179.948 1.467 ^
* 4 124.763 2.183 *
* 5 72.705 1.609 *
* 6 110.651 1.270
* 7 116.742 1.056 *
" 8 17.414 1.056 *
* *
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