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 ---
*********A**p****AA*A*kA****rt*A*A*AArt*pAA*fi AA*
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R* *R
** JUNCTION 1 BRANCH 1 STRUCTURE 1 **
** NULL STRUCTURE **
** J1 B1 S1 **
AA **
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* R
* SUBpATE RSHED INFORMATION *
A p
#*A*****A***A**A*A***AA*i******AA **pAA**A*A***A**A****#****AA**A*****A*****# R**
A A
* HYDRAUL IC INPUT VALUES *
* fi
* HATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO
* SHED (acre) NUlIBER (hr) (hr) R-(hr) % RESPONSE *
A-------------------------------- ------------------------------------------- --*
* 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 MED *
•
* 4 270.66 85.74 0.400 0.259 0.259 0.376 MED
A 5 227.27 86.14 0.382 0.000 0.000 0.000 LIED
A A
A *
* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS *
* *
* PEAk FLOW RUNOFF *
* WATERSHED (cfs) (inches) *

* 1 324.513 2.265
* 2 398.583 2.057 *
* 3 395.281 2.082
* 4 344.124 1.989 *
* 5 298.416 2.021
A A
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