Laserfiche WebLink
SEDCAD+ BASIN DISCHARGE UTILITY <br />Pond 1+2 EMERGENCY SPILLWAYS <br />DROP INLET INPUTS: Pond 1 <br />~,:. <br />R~r Diameter 30.000 inches <br />Riser Height 2.700 feet <br />Barrel Diameter 30.000 inches <br />Barrel Length 180.000 feet <br />Barrel Slope 2.000 $ <br />Manning's n of Pipe 0.024 <br />Pipe Spillway Elevation 4753.53 <br />DROP INLET INPUTS: pond 2 <br />Riser Diameter 30.000 inches <br />Riser Height 2.700 feet <br />Barrel Diameter 30.000 inches <br />Barrel Length 180.000 feet <br />Barrel Slope 2.000 $ <br />Manning's n of Pipe 0.024 <br />Pipe Spillway Elevat ion 4753.73 <br />Drop Drop Total <br />Inlet Inlet Discharge <br />Levation (cfs) (cfs) (cfs) <br /> <br />4 ' ' 00 0.0 0.0 0.0 <br />4~, 10 0.0 <br />~ 0.0 0.0 <br />49~ <br />20 0.0 0.0 0.0 <br />!753.30 0.0 0.0 0.0 <br />4753.40 0.0 0.0 0.0 <br />4753.50 0.0 0.0 0.0 <br />4753.53 0.0 0.0 0.0 <br />4753.60 0.5 0.0 0.5 <br />4753.70 1.7 0.0 1.7 <br />4753.73 2.2 0.0 2.2 <br />4753.80 3.4 0.5 3.9 <br />4753.90 5.5 1.7 7.2 <br />4754.00 7.9 3.4 11.3 <br />4754.10 10.5 5.5 16.0 <br />4754.20 13.4 7.8 Design peak flow = 23.85 CFS 21.2 <br />4754.30 16.5 10.5 26.9 <br />4754.40 19.8 13.4 33.1 <br />4754.50 23.3 16.5 39.7 <br />4754.60 24.5 19.8 44.2 <br />4754.70 25.6 23.3 48.8 <br />4754.80 26.6 24.4 51.1 <br />4754.90 27.7 25.6 53.2 <br />• <br />UTL-6 New 12/16/94 <br />