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*Sediment Capacity based on User Input <br />• <br /> Runoff Peak Peak Sediment Peak Settleable <br /> Volume Discharge Sediment Concentration Concentration <br /> (ac-ft) (cfs) (tons) (mg/1) (ml/1) <br />---- <br />IN -------- <br />11.45 ------------------- <br />94.00 4633.4 --------------- <br />466447 ----------------- <br />181.62 <br />OUT 11.45 81.06 2476.6 241290 9.54 <br /> Peak Trap Hydrograph <br /> Elevation Efficiency De tention Time <br /> <br />------------ (%) <br />--------------- (hrs) <br />------------ <br /> ------------ <br />6671.0 --------------- <br />46.55 ------------ <br />0.79 <br />24VW 24AA <br />(ml/1) (ml/1) <br />99.93 31.55 <br />5.92 2.95 <br />******+**************t**+*+****+******++****+******+*****************:+******** <br />J2, Bl, 52 <br />OAK DAM N0.2 <br />Drainage Area from J2, B1, S2, SWS(s)1: 12.7 acres <br />Total Contributing Drainage Area: 313.5 acres <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 (%) ---- ---- <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 />est Length (ft) 20.0 20.0 <br />•1 (Left and Right) 1.8 1.8 3.4 3.6 <br />Hottom Width (ft) 2.4 14.1 <br />POND RESULTS: <br />