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J <br />IN <br />OUT <br />Peak <br />Elevation <br />7118.6 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />30.24 222.02 <br />30.24 186.28 <br />Hydrograph <br />Detention Time <br />(hrs) <br />0.27 <br /> <br />J2, B1, S1 <br />POND 006 <br />Drainage Area from J2, B1, S1, SWS(s)1-2: 17.8 acres <br />Total Contributing Drainage Area: 651.0 acres <br />DISCHARGE OPTIONS: <br />Drop Emergency <br />Inlet Spillway <br />Riser Diameter (in) 24.0 ---- <br />Riser Height (ft) 8.00 ---- <br />rel Diameter (in) 24.0 <br />arrel Length (ft) 150.00 ---- <br />Barrel Slope (~) 3.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevat ion 7071.5 ---- <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 ---- 7075.5 <br />Crest Length (ft) ---- 50.0 <br />Z:1 (Left and Right) -- -- 3 3 <br />tom Width (ft) ---- 15.0 <br />POND RESULTS: <br />Permanent <br />Pool <br />(ac-ft) <br />~~~ <br />