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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 /> <br />----- (ac-ft) <br />------- (cfs) (tons) <br />--------- (mg/1) (ml/1) (ml/1) (ml/1) <br /> <br />IN <br />18.33 ---------- <br />193.06 12716.1 -------------------------------- <br />695703 305.17 -------- <br />174.89 -------- <br />52.18 <br />OUT 18.33 167.45 6023.5 329709 14.76 9.61 5.07 <br /> Peak Trap Hydrograph <br /> Elevation Efficiency Detention Time <br /> (%) (hrs) <br /> ------------ <br />6903.2 --------------------------- <br />52.63 0.51 <br /> <br />J4, B2, S1 <br />Pond No.l (As-Built) <br />Drainage Area from J4, B2, Sl, SWS(s)1: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />R~ Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />Barrel Slope (°s) ---- <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 />E ency Spillway Elevation 6914.7 <br />C Length (ft) 22.0 <br />Z:1 (Left and Right) 3.2 2.9 <br />Bottom Width (ft) 5.9 <br />74.9 acres <br />74.9 acres <br />POND RESULTS: <br />