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<br />*Sediment Capacity based on NO INPUT <br />• Runoff Peak Peak Sediment <br />Volume Discharge Sediment Concentration <br />(ac-ft) <br />------------ (cfs) <br />---------- (tons) <br />---------- (mg/1) <br />-------------- <br />------------ <br />IN 5.62 ---------- <br />47.82 ---------- <br />1999.1 -------------- <br />479496 <br />OUT 5.62 24.77 714.1 106902 <br />Peak Settleable <br />Concentration <br />(ml/1) <br />193.83 <br />0.00 <br />Peak Trap Hydrograph <br />Elevation Efficiency Detention Time <br />(~) (hrs) <br />--------------------------------------- <br />--------------------------------------- <br />6670.1 64.28 1.15 <br />24VW 24AA <br />(ml/1) (ml/1) <br />91.75 28.04 <br />0.00 0.00 <br />******************************************************************************* <br />J2, B1, 52 <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 />~er 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 />rgency Spillway Elevation 6631.0 6632.7 <br />~st 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 />