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 1 **
** NULL STRUCTURE **
** J1 B1 S1 **
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* SUBWATERSHED INFORMATION
* *
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* HYDRAULIC INPUT VALUES *
* *
* HATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO *
* SHED (acre) NUMBER (hr) (h r) K-(hr) $ 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 NED
•
* 4 270.66 85.74 0.400 0.259 0.259 0.376 NED *
R 5 227.27 86.14 0.382 0.000 0.000 0.000 NED
* *
* *
* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS *
* *
* PEAL FLOW RUNOFF *
* WATERSHED (cfs) (inches) *

* 1 273.956 1.900 *
* 2 331.302 1.706 *
* ~ 3 329.165 1.729
* 4 283.923 1.643 *
* 5 246.824 1.673
* R
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