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a <br /> RMANENT POOL CAPACITY = 0.41, RE-FT <br /> -EAD STORAGE = 40.00 ERCENT <br /> TIME INCREMENT OUTFLOW = 0.10 HRS <br /> VISCOSITY = 0.009 CM--2/SEC <br /> INFLOW RUNOFF VOLUME = 1.452 ACRE-FT <br /> OUTFLOW ROUTED VOLUME = 0.195 ACRE-FT <br /> STORM VOLUME DISCHARGED (PLUG FLOW) = 0.000 ACRE-FT <br /> POND VOLUME AT PEAK STAGE = 1.824 ACRE-FT <br /> PEAK STAGE = 10.063 FT <br /> PEAK INFLOW RATE - 16.004 CFS <br /> PEAK DISCHARGE RATE = 0.065 CFS <br /> PEAK INFLOW SEDIMENT CONCENTRATION = 302420.56 MG/L <br /> PEAK EFFLUENT SEDIMENT CONCENTRATION = 0.00 MG/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 0.0000 ML/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 0.00 MG/L <br /> STORM AVERAGE EFFLUENT CONCENTRATION = 0.00 MG/L <br /> AVERAGE EFFLUENT SEDIMENT CONCENTRATION = 0.00 MG/L <br /> BASIN TRAP EFFICIENCY 1 = 100.00 PERCENT <br /> DETENTION TIME•OF FLOW WITH SEDIMENT = 49.85 HRS <br /> DETENTION TIME FROM HYDROGRAPH CENTERS = 16.70 HRS <br /> DETENTION TIME INCLUDING STORED FLOW = 49.85 HRS <br /> SEDIMENT LOAD DISCHARGED = 0.00 TONS <br /> PERIOD OF SIGNIFICANT CONCENTRATION= 0.00 HRS <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION.DURING PERIOD OF <br /> SIGNIFICANT CONCENTRATION = 0.00 ML/L <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIOD = 0.00 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 = 0.00 ML/L <br /> *** PARTICLE SIZE DISTRIBUTION OF SEDIMENT *** <br /> SIZE,MM 2.0000 1.0000 0.1000 0.0500 0.0020 0.0001 <br /> PERCENT FINER 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br /> *** HYDROGRAPH 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 /> t 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 /> i 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 0.600 <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 /> 3.00 0.000 0.000 * 3.10 0.000 0.000 <br /> 3.20 0.000 0.000 * 3.30 0.000 0.000 <br />