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STORM VOLUME DISCHARGED ( PLUG FI-OW) = 0.01 CRE-FT <br /> POND VOLUME AT PEAK. STAGE = 0.390 ACRE-FT <br /> PEAK SIAGE = 4.030 FT <br /> PEAK INFLOW RATE = 4.447 CFS <br /> PEAK DISCHARGE RATE = 0.011 CFS <br /> PEAK INFLOW SEDIMENT CONCENTRATION = 253183.56 MG/L <br /> PEAK EFFLUENT SEDIMENT CONCENTRATION = 0.00 MG/L <br /> PEAK EFFLUENT SETTLEABLE CONCUPERATION = 0.0000 ML/L <br /> PEAK EFFLUENT SETTLEABLE CONCENIRATION = 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 = 100.00 PERCENT <br /> DETENTION TIME OF FLOW WITH SEIIMENT = 49.85 HRS <br /> DETENTION TIME FROM HYDROGRAPH ',ENTERS = 16.84 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 /> S17_F,MM 2.0000 1.0'100 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 AIID SEDIMENT GRAPH *** <br /> (TWO CONSECUTI',/E 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 6.000 " 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 /> 11.00 0.000 0.000 * 4.10 0.000 0.000 <br /> 4.2.0 0.000 0.000 * 4.30 0.000 0.000 <br /> 11.40 0.000 0.000 * 4.50 0.000 0.000 <br />