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FLOW ROUTED VOLUME = 0.25 CRE-FT <br /> RM VOLUME DISCHARGED ( PLUG FLOW) = 0.04 :RE-FT <br /> D VOLUME AT PEAK STAGE = 0.41 CRE-FT <br /> PEAK STAGE = 8.714 FT <br /> PEAK INFLOW RATE = 3.355 CFS <br /> PEAK DISCHARGE RATE = 1.274 CFS <br /> PEAK INFLOW SEDIMENT CONCENTRATION = 446787.06 MG/L <br /> PEAK EFFLUENT SEDIMENT CONCENTRATION = 113940.00 MG/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 11 .0576 ML/L <br /> PEAK EFFLUENT SETTLEABLE CONCENTRATION = 13821 .98 MG/L <br /> STORM AVERAGE EFFLUENT CONCENTRATION = 108199.25 MG/L <br /> AVERAGE EFFLUENT SEDIMENT CONCENTRATION = 17228.59 MG/L <br /> BASIN TRAP EFFICIENCY = 93.39 PERCENT <br /> DETENTION TIME OF FLOW WITH SEDIMENT = 13.78 HRS <br /> DETENTION TIME FROM HYDROGRAPH CENTERS = 0.61 HRS <br /> DETENTION TIME INCLUDING STORED FLOW = 12.28 HRS <br /> SEDIMENT LOAD DISCHARGED = 5.85 TONS <br /> PERIOD OF SIGNIFICANT CONCENTRATION= 7.30 HRS <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> ,CONCENTRATION DURING PERIOD OF <br /> "'SIGNIFICANT CONCENTRATION = 10.04 ML/L <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIOD = 10.04 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 = 3.15 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 73.4766 0.0000 <br /> *** HYDROGRAPII 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 J.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 />