PERMFILE66341

• Permit No: C1989074
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX 5 ENGLEVILLE GULCH PREMINING PEAK FLOW PREDICTIONS
• Media Type: D
• Archive: No

•
Applied Hydrology Associates ---
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AA *A
A* JUNCTION 1 BRANCH 1 STRUCTURE 1 A*
** NULL STRUCTURE **
** J1 H1 S1 **
AA A*
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*******A***#****A*AA#***AAA**A#AA**AA*******AA*A**#**AA*A******Ak*AAA*#*AAA**##
A
A SUHWATERSHED INFORMATION A
A *
**AAA*****AAA***A**A*A*A**AAA*#****AA**#***A**A**AA*****k**AR**A***AAAAA***kA**
* *
* HYDRAULIC INPUT VALUES
* *
* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO *
* SHED (acre) NUPIDER (h r) (hr) K-(hr1 X 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 MED
* 4 270.66 85.74 0.400 0.259 0.259 0.376 MED *
* 5 227.27 86.14 0.382 0.000 0.000 0.000 MED
* A
* *
* COMPU TED 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
* *
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•