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URBULENCE FACTOR = 1.00 <br /> PERMANENT POOL CAPACITY = 2.195 ACRE-FT <br /> DEAD STORAGE = 40.00 PERCENT <br /> TIME INCREMENT OUTFLOW = 0.10 HRS <br /> VISCOSITY = 0.009 CM--2/SEC <br /> INFLOW RUNOFF VOLUME = 2.534 ACRE-FT <br /> OUTFLOW ROUTED VOLUME = 2.534 ACRE-FT <br /> STORM VOLUME DISCHARGED (PLUG FLOW) = 1.228 ACRE-FT <br /> POND VOLUME AT PEAK STAGE = 2.941 ACRE-FT <br /> PEAK STAGE = 12.538 FT <br /> PEAK INFLOW RATE = 28.488 CFS <br /> PEAK DISCHARGE RATE = 10.405 CFS <br /> PEAK INFLOW SEDIMENT CONCENTRATION = 314659.62 MG/L <br /> PEAK EFFLUENT SEDIMENT CONCENTRATION = 139160.25 MG/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 24.8264 ML/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 31033.01 MG/L <br /> STORM AVERAGE,EFFLUENT CONCENTRATION = 115362.31 MG/L <br /> AVERAGE EFFLUENT SEDIMENT CONCENTRATION - = 56430.94 MG/L <br /> BASIN TRAP EFFICIENCY = 69.86 PERCENT <br /> DETENTION TIME OF FLOW WITH SEDIMENT = 10.73 HRS <br /> DETENTION TIME FROM HYDROGRAPH CENTERS = 0.70 I-IRS <br /> DETENTION TIME INCLUDING STORED FLOW = 8.35 HRS <br /> SEDIMENT LOAD DISCHARGED = 197.77 TONS <br /> PERIOD OF SIGNIFICANT CONCENTRATION= 14.70 HRS <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PERIOD OF <br /> SIGNIFICANT CONCENTRATION = 19.62 ML/L <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIOD = 19.62 ML/L <br /> ARITHMETIC AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PERIOD OF <br /> SIGNIFICANT CONCENTRATION = 0.00 ML/L <br /> ARITHMETIC AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIOD = 10.30 ML/L <br /> *** PARTICLE SIZE DISTRIBUTION OF SEDIMENT *** <br /> SIZE,MMi 2.0000 1 .0000 0. 1000 0.0500 0.0020 0.0001 <br /> PERCENT FINER 100.0000 100.0000 100.0000 100.0000 53.7248 0.0000 <br /> i <br /> *** HYDROGRAP11 AND SEDIMENT GRAPH *** <br /> (TWO CONSECUTIVE VALUES PER LINE) <br /> TIME DISCHARGE SED DISC ******* TIME DISCHARGE SED DISC <br /> (HR) (CFS) (MG/L) * (HR) (CFS) (MG/L) <br /> ---------------------------------- ----------------------------------- <br /> 0.00 0.000 0.000 * 0.10 0.000 0.000 <br /> 0.20 0.000 0.000 * 0.30 0.000 0.000 <br /> 0.40 0.000 0.000 * 0.50 0.000 0.000 <br /> 0.60 0.000 0.000 * 0.70 0.000 0.000 <br /> 0.80 0.000 0.000 * 0.90 0.000 0.000 <br /> 1.00 0.000 0.000 * 1.10 0.000 0.000 <br /> 1.20 0.000 0.000 * 1.30 0.000 0.000 <br /> 1.40 0.000 0.000 * 1.50 0.000 0.000 <br /> 1.60 0.000 0.000 * 1.70 0.000 0.000 <br /> 1.80 0.000 0.000 * 1.90 0.000 0.000 <br /> 2.00 0.000 0.000 * 2.10 0.000 0.000 <br /> 2.20 0.000 0.000 * 2.30 0.000 0.000 <br /> 2.40 0.000 0.000 * 2.50 0.000 0.000 <br /> 2.60 0.000 0.000 * 2.70 0.000 0.000 <br /> 2.80 0.000 0.000 * 2.90 0.000 0.000 <br />