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*Sediment Capacity based on User Input <br />• Runoff <br />Volume <br />(ac-ft) <br />IN 6.94 <br />OUT 6.99 <br />*********++***+****+~+**+*+*+***+*a+**a***+****************a****•a+*******+...* <br />Peak Sediment Peak Settleable <br />Sediment Concentration Concentration 24VW 24AA <br />(tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />------------------------------------------------------ <br />3739.0 576841 231.79 131.10 39.75 <br />1795.8 251839 0.37 0.26 0.16 <br />Peak Trap Hydrograph <br />Elevation Efficiency Detention Time <br />(%) (hrs) <br />--------------------------------------- <br />--------------------------------------- <br />6670.5 51.97 1.01 <br />J3, B1, S1 <br />Oak Pond No.2 <br />Peak <br />Discharge <br />(cfs) <br />---58 20 <br />46.36 <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 (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 3.9 3. 6 <br />Bottom wid[h (ft) 2 .4 14. 1 <br />POND RESULTS: <br />