1988-04-18_PERMIT FILE - C1981008A ‎(4)‎

• Permit No: C1981008A
• IBM Index Class Name: PERMIT FILE
• Doc Date: 4/18/1988
• Doc Name: Sedimentation Pond 007
• Section_Exhibit Name: Tab 13 Attachment G
• Media Type: D
• Archive: Yes

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POND RESULTS
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***** CONTROL VARIABLES OPTIONS *****
FLAW FRACTN ISDO NRHP NSP NCSTR
-------------------------------------------------------
3 0 2 500 9 0
***** DROP SPILLWAY INPUTS *****
--------------------------------
ENTRANCE LOSS COEFFICIENT = 0.0010
BEND LOSS COEFFICIENT = 0.5000
WEIR COEFFICIENT = 3.1000
ORIFICE COEFFICIENT = 0.6000
MANNING COEFFICIENT = 0.0250
BARREL DIAMATER = 30.00 INCITES
RISER DIAMETER = 30.00 INCHES
LENGTH OF PIPE = 120.00 FEET
VERTICAL HEAD DROP = 8.50 FEET
***** BASIN GEOMETRY *****
STAGE AREA AVERAGE DEPTH DISCHARGE CAPACITY
(FT) (ACRES) (FT) (CFS) (ACRES-FT)
-------------------------------------------------------------
0.00 1.372 0.00 0.00 0.00
5.00 1.876 4.61 0.00 8.12
6.90 2.089 6.33 0.00 11.89
7.00 2.665 6.41 0.00 12.12
8.00 2.960 7.01 0.00 14.94
10.00 3.551 8.24 0.00 21.45
12.50 4.298 9.84 0.00 31.26
15.00 5.045 11.45 37.37 42.94
17.00 6.120 12.66 50.14 54.10
***** STORM EVENT SUMMARY *****
-------------------------------
TURBULENCE FACTOR = 1.00
PERMANENT POOL CAPACITY = 31.259 ACRE-FT
DEAD STORAGE = 30.00 PERCENT
TIME INCREMENT OUTFLOW = 0. 10 HRS
VISCOSITY = 0.009 CM"-2/SEC
INFLOW RUNOFF VOLUME = 21.415 ACRE-FF 2 '
OUTFLOW ROUTED VOLUME = 21.406 ACRE-FT
STORM VOLUME DISCIIARGED ( PLUG FLOW) = 0.000 ACRE-FT