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REV101481
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REV101481
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Entry Properties
Last modified
8/25/2016 1:12:00 AM
Creation date
11/22/2007 12:45:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Revision
Doc Date
8/1/1986
Doc Name
APPENDIX C EAST PYEATT HYDROLOGIC MODEL
Type & Sequence
HR4
Media Type
D
Archive
No
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####a STORM EVENT SUMMARY - EAST <br />---------------------------------- PYEATT <br />------- POND p 3 a##aa <br />--------------- <br /> TURBULENCE FACTOR = 1.00 <br /> PERMANENT POOL CAPACITY 2.660 ACRE-F7 <br /> DEAD STORAGE 25.00 PERCENT <br /> TIME INCREMENT OUTFLON = .10 HRS <br /> VISCDSITY = .009 CM#a2/SEC <br /> INFLOW RUNOFF VOLUME = 16.415 ACRE-FT <br /> OUTFLOW ROUTED VOLUME 16.415 ACRE-FT <br /> STORM VOLUME DISCHARGED = 14.663 ACRE-FT <br /> POND VOLUME AT PEAK STAGt 4.147 ACRE-FT <br /> PEAK STAGE = 10.440 FT <br /> PEAK INFLOk RATE = 71.258 CFS <br /> PEAK DISCHARGE RATE 67.521 CFS <br /> PEAK INFLOW SEDIMENT CONCENTRATION 270013.13 MG/L <br /> PEAK EFFLUENT SEDIMENT CONCENTRATION = 180853.75 MG/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = .3419 ML/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 444.51 MG/L <br /> STORM AVERAGE EFFLUENT CONCENTRATION 102956.37 MG/L <br /> AVERAGE EFFLUENT SEDIMENT CONCENTRATION = 90655.19 MG/L <br /> BASIN TRAP EFFICIENCY = 39.85 PERCENT <br /> DETENTION TIME OF FLOW WITH SEDIMENT 4.31 HRS <br /> DETENTION TIME FROM HYOROGRAPH CENTERS = .72 HRS <br /> DETENTION TIME INCLUDING STORED FLOW = 2.75 HRS <br /> SEDIMENT LOAD DISCHARGED = 2057.24 TONS <br />M PERIOD OF SIGNIFICANT CONCENTRATION 28.40 HRS <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PER10D OF <br /> SIGNIFICANT CONCENTRATION .18 ML/L <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIOD = .19 ML/L <br /> ARITHMETIC AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PERIOD OF <br /> SIGNIFICANT CONCENTRATION = .10 ML/L <br /> ARITHMETIC AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIOD = .11 ML/L <br />• <br />
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