PERMFILE137838

• Permit No: C1980001
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: MOFFAT AREA CULVERTS
• Section_Exhibit Name: 3.5 APPENDIX 3.5-D
• Media Type: D
• Archive: No

•

__________________ STRUCTURE INPUT FOR JUNCTION #1 =
BRANCH NUMBER OF STRUCTURES
1
1

________________ BETWEEN STRUCTURE ROUTING PARAMETERS =____________
BRANCH BETWEEN PARAMETERS
NO. 1 2 3
TIME MUSK. K MUSK. X
1 PRIOR J OR S TO STRUCTURE 1 0.00 0.00 0.00

__________________= STRUCTURE DATA FOR JUNCTION #1 =__________________
OUE$TIDN
NO.
1. NUMBER OF SUBWATERSHEDS -
1

* * * * * * * * * * i i * * * * * i * * * i i
JUNCTION 1, BRANCH 1, STRUCTURE 1
* * * * } * * * * # i i i * i * * i * * * * i
*** HYDRAULIC INPUT VALUES FOR
#**
WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT
SHED
- ACRES
-
-- NUMBER
---- HR HR K-HRS X HYDRO
-------
1 ----
-
9.88 ------
86.00 -------
0.040 --------
0.000 -----------------------
0.000 0.00 ------
0.0
* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * *
WATERSHED PEAK FLOW RUNOFF
(CFS) (INCHES)
1 7.99 0.70
***** SUMMARY TABLE FOR TOTAL WATERSHED *****

STORM DURATION = 24.00 HOURS
PRECIPITATION DEPTH = 1,80 INCHES
RUNOFF VOLUME = 0,5769 ACRE-FT
PEAR DISCHARGE = 7,4922 CFS
AREA = 9.8800 ACRES
TIME OF PEAK DISCHARGE = 12.00 HRS