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*Sediment Capacity based on User Input <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) (cfs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />IN 29.52 326.51 21838.7 723202 323.66 187.39 55.77 <br />OUT 29.52 307.29 11116.8 410271 45.44 26.58 11.36 <br />Peak Trap Hydrograph <br />Elevation Efficiency Detention Time <br />(%) (hrs) <br />--------------------------------------- <br />--------------------------------------- <br />6904.1 49.10 0.42 <br />***********,r+***++***********:****:*++***+*********++**+*+********:*+********** <br />J4, B2, S1 <br />Middle Flume #1 Pond <br />Drainage Area from J4, B2, S1, SWS(s)1: 74.9 acres <br />Total Contributing Drainage Area: 74.9 acres <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />--- - -- -- ----- ------------------ -------------------- <br />ser 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 />Siphon Inlet Elevation ---- <br />Siphon Outlet Elevation ---- <br />Emergency Spillway Elevation 6912.5 <br />Crest Length (ft) 40.0 <br />1 (Left and Right) 3.0 3.0 <br />~ttom Width (ft) 6.0 <br />POND RESULTS: <br />