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*Sediment Capacity based on User Input <br />• <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) <br />------------ (cfs) (tons) <br />------------------- (mg/1) <br />--------------- (ml/1) <br />------------------ (ml/1) <br />------- (ml/1) <br />-------- <br />------------ <br />IN 6.44 ------------------- <br />47.52 2435.2 --------------- <br />447122 ------------------ <br />166.18 ------- <br />90.19 -------- <br />29.64 <br />OUT 6.44 31.84 1211.5 180662 0.06 0.04 0.03 <br /> Peak Trap Hydrograph <br /> Elevation Efficiency De tention Time <br /> <br />------------ (°a) <br />--------------- (hrs) <br />------------ <br /> ------------ <br />6670.3 --------------- <br />50.25 ------------ <br />1.10 <br /> <br />J2, B1, S2 <br />OAK DAM N0.2 <br />Drainage Area from J2, B1, S2, SWS(s)1: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Emergency Emergency <br />Spillway Spillway <br />------------------------------------------------- <br />Riser 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 />Emergency Spillway Elevation 6631.0 6632.7 <br />• Crest Length (ft) 20.0 20.0 <br />Z:1 (Left and Right) 1.8 1.8 3.4 3.6 <br />Bottom Width (ft) 2.4 14.1 <br />12.7 acres <br />313.5 acres <br />POND RESULTS: <br />