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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 />IN 11.72 100.77 6566.5 596467 248.78 140.10 42 25 <br />OUT 11.72 93.08 3328.4 313652 16.20 9.98 4.62 <br />Peak Trap Hydrograph <br />Elevation Efficiency Detention Time <br />(%) (hrs) <br />___________________________________ <br />6671.1 49.31 0.77 <br />+***+************+*+r****+*a***x*:********************+*+********+********~**+* <br />J3, B1, S1 <br />Oak Pond No.2 <br />Drainage Area from J3, B1, S1, 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 (f[) ---- ---- <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 />POND RESULTS: <br />L <br />