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1-303-a52-6611 Tl'--~_EORPPLEGHTEOiNC <br /> <br /> <br />0.7 <br />Runoff Peak <br />volume Discharge <br />(ac-f t) (cfs) <br />_IN-----17 23 "67 64 <br />OUT 17.23 63.17 <br />Peak Hydrograph <br />Elevation Detention Time <br />(hrs) <br />-------------------------- <br />-------------------------- <br />6474.1 0.63 <br /> <br />257 P06 HPR 28 '97 12:38 <br />riiirrrrrrrrr*#rr#r#*rrr#rrrrrrr4#rrr#rrr#rrrrrr##rrrrrrrrrrr#rrrr#r#r*r*irr##t- <br />J3, Bl, S1 <br />POND MBl <br />Drainage Area from J3, B1, S1, SWS(s}1: 0.0 acres <br />Total Contributing Drainage Area: 172.3 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br /> <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 22.0 ---- <br />Barrel Length (ft) 25.00 ---- <br />Barrel Slope (k) 4.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 6376.5 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.5 ---- <br />Tailwater Depth (ft) 0.0 ---- <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 ---- 6378.8 <br />Crest Length (ft) ---- 10.0 <br />Z:1 (Left and Right) -- -- 3.0 3.0 <br />Bottom Width (ft) ---- 17.0 <br />POND RESULTS: <br />Permanent <br />