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1-303-452-6611 TI'-TLEOAPPLEGATEOINC <br /> <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />==e~== »evee-v.aeaaa..e <br />IN 12.80 91.30 <br />OUT 12.80 38.87 <br />Peak Hydrograph <br />Elevation Detention Time <br />(hrs) <br />6571.4 0,73 <br /> <br />257 P05 PPR 2H '97 12:38 <br />#+++#+#*##*+#####+#r++++r*+#*#+###*##;+*a*++rrr+rrrr+#++#+#+#+++*+****####**#+# <br />J2, B1, S1 <br />POND UH2 <br />Drainage Area from J2, H1, S1, SWS(s)l: 0.0 acres <br />Total Contributing Drainage Area: 157.9 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />~~ ~~e <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 18.0 ---- <br />Barrel Length (ft) 25.00 ---- <br />Barrel Slope (4) 4.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 6471.5 ---- <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'e n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6473.0 <br />Crest Length (ft) ---- 10.0 <br />Z:1 (Left and Right) -- -- 3.0 3.0 <br />Bottom Width (ft) ---- 15.0 <br />POND RESULTS: <br />Permanent <br />Pool <br />(ac-ft) <br />