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Sediment Permanent Dead Sediment <br />Storage* Pool Space Algorithm <br /> <br />1.22 0.85 20.00 CSTRS <br />*Sediment Capacity based on User Input <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-f t) (cfs) (tons) (mg/1) Iml/1) (ml/1) (ml/1) <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />IN 2.92 32.40 2041.9 711663 312.26 176.39 52.55 <br />OUT 2.92 27.12 877.5 288486 0.28 0.19 0.09 <br />Peak Trap Hydrograph <br />Elevation Efficiency Detention Time <br />(%) (hrs) <br />--------------------------------------- <br />--------------------------------------- <br />6913.8 57.03 0.31 <br /> <br />J5, B1, S1 <br />Middle Flume #3 Pond <br />Drainage Area from J5, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 554.3 acres <br />~SCHARGE OPTIONS: <br />Emergency <br />Spillway <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />Barrel Slope (%) ---- <br />Manning's n of Pipe ---- <br />Spillway Elevation ---- <br />Lowest Elevation of Holes ---- <br /># of Holes/Elevation ---- <br />Entrance Loss Coefficient ---- <br />Tailwater Depth (ft) ---- <br />Notch Angle (degrees) ---- <br />Weir Width (ft) ---- <br />Siphon Crest Elevation ---- <br />Siphon Tube Diameter (in) ---- <br />Siphon Tube Length (ft) ---- <br />Manning's n of Siphon ---- <br />phon Inlet Elevation ---- <br />phon Outlet Elevation ---- <br />Emergency Spillway Elevation 6882.0 <br />