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SEDCAD+ BASIN DISCHARGE UTILITY <br />Pond 1+2 EMERGENCY SPILLWAYS <br />~,:. <br />DROP INLET INPUTS: <br />Pond 1 <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 Elevat ion 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 />==== <br />==°= <br />oo <br />0.0 0.0 0.0 <br />10 0.0 <br />4~ <br />~ 0.0 0.0 <br />, <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 />