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SEDDAD 4 for Windows <br />f -Arlo 100A -7(11r1 P� Ja I Crhi ,K <br />20 <br />Design Discharge = 10.90 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Structure #37 (Pondl <br />Pond 1 Flows to Outlet <br />Pond Inputs: <br />Initial Pool Elev: 7,233.00 ft <br />Initial Pool: 3.76 ac -ft <br />Perforated Riser <br />Riser <br />Diameter Riser Height <br />Barrel <br />Diameter Barrel Barrel Slope <br />Number of <br />Mannin Spillway Elev Holes <br />gs n per <br />(in) (ft) <br />Length (ft) (%) <br />(in) <br />(ft) <br />Elev <br />24.00 5.15 <br />24.00 119.00 2.12 <br />0.0240 7,233.00 2 <br />Pond Results: <br />Peak Elevation: 7,233.50 ft <br />Dewater Time: 0.75 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(mss) <br />Dewater <br />Time <br />(hrs) <br />7,226.17 <br />0.025 <br />0.000 <br />0.000 <br />7,226.67 <br />0.092 <br />0.028 <br />0.000 <br />7,227.17 <br />0.201 <br />0.099 <br />0.000 <br />7,227.67 <br />0.295 <br />0.222 <br />0.000 <br />7,228.17 <br />0.407 <br />0.397 <br />0.000 <br />7,228.67 <br />0.499 <br />0.623 <br />0,000 <br />7,229.17 <br />0.599 <br />0.898 <br />0.000 <br />7,229.67 <br />7,230.17 <br />0.644 <br />0.690 <br />1.208 <br />1.541 <br />0.000 <br />0.000 <br />7,230.67 <br />0.721 <br />1.894 <br />0.000 <br />7,231.17 <br />0.753 <br />2.263 <br />0.000 <br />7,231.67 <br />0.787 <br />2.648 <br />0.000 <br />7,232.17 <br />0.822 <br />3.050 <br />0.000 <br />7,232.67 <br />0.860 <br />3.471 <br />0.000 <br />7,232.73 <br />0.865 <br />3.523 <br />0.000 <br />7,233.00 <br />0.886 <br />3.759 <br />0.000 <br />Spillway #1 <br />7,233.17 <br />0.899 <br />3.911 <br />1.364 <br />15.10 <br />Filename: Basin A- Pond - Basin F.sc4 Printed 10-21-2015 <br />