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TFLOW ROUTED VOLUME = 0.45 CRE-FT <br /> RM VOLUME DISCHARGED (PLUG FLOW) = 0.25 ;RE-FT <br /> D VOLUME AT PEAK STAGE = 0.47 CRE-FT <br /> PEAK STAGE = 9.422 FT <br /> PEAK INFLOW RATE = 5.947 CFS <br /> PEAK DISCHARGE RATE = 2.537 CFS <br /> PEAK INFLOW SEDIMENT CONCENTRATION = 446313.50 MG/L <br /> PEAK EFFLUENT SEDIMENT CONCENTRATION = 178917.87 MG/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 30.9534 ML/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 38691.82 MG/L <br /> STORM AVERAGE EFFLUENT CONCENTRATION = 146283.75 MG/L <br /> AVERAGE EFFLUENT SEDIMENT CONCENTRATION = 79457.06 MG/L <br /> BASIN TRAP EFFICIENCY = 70.78 PERCENT <br /> DETENTION TIME OF FLOW WITH SEDIMENT = 9.07 HRS <br /> DETENTION TIME FROM HYDROGRAPH CENTERS = 0.61 HRS <br /> DETENTION TIME INCLUDING STORED FLOW = 6.63 HRS <br /> SEDIMENT LOAD DISCHARGED = 49.64 TONS <br /> PERIOD OF SIGNIFICANT CONCENTRATION= 13.70 HRS <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PERIOD OF <br /> "'SIGNIFICANT CONCENTRATION = 23.74 ML/L <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIOD = 23.74 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 = 11.04 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 100.0000 100.0000 100.0000 100.0000 55.0076 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 /> 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 /> 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 /> 3.40 0.000 0.000 * 3.50 0.000 0.000 <br /> 3.60 0.000 0.000 * 3.70 0.000 0.000 <br /> 3.80 0.000 0.000 * 3.90 0.000 0.000 <br /> 4.00 0.000 0.000 * 4.10 0.000 0.000 <br /> 4.20 0.000 0.000 * 4.30 0.000 0.000 <br />