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SEDCAD 4 for Windows <br /> (:nnvrinht 9 QQR-9nl n P-1c I Crh,—h <br /> 8 <br /> Pond Inputs: <br /> Initial Pool Elev: 5,553.43 ft <br /> Initial Pool: 3.72 ac-ft <br /> Perforated Riser <br /> Riser Barrel Number of <br /> Riser Height Barrel Barrel Slope Spillway Elev <br /> Diameter Diameter o Manning's n Holes per <br /> (in) (ft) (in) Length (ft) (/o) (ft) Elev <br /> 24.00 5.50 24.00 100.00 3.40 0.0240 5,555.00 2 <br /> Straight Pipe <br /> Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br /> Diameter Length Loss Depth <br /> Slope (%) n Elev(ft) <br /> (in) (ft) Coefficient (ft) <br /> 18.00 20.00 3.40 0.0240 5,557.00 0.90 0.00 <br /> Straight Pipe <br /> Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br /> Diameter Length Loss Depth <br /> Slope (%) n Elev(ft) <br /> (in) (ft) Coefficient (ft) <br /> 18.00 20.00 3.40 0.0240 5,557.00 0.90 0.00 <br /> Straight_ Pipe <br /> Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br /> Diameter Length Loss Depth <br /> Slope (%) n Elev(ft) <br /> (in) (ft) Coefficient (ft) <br /> 18.00 20.00 3.40 0.0240 5,557.00 0.90 0.00 <br /> Pond Results: <br /> Peak Elevation: 5,555.01 ft <br /> Dewater Time: 1.25 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Filename: Pond 013 25 Yr-24 Hr Event.sc4 Printed 07-09-2020 <br />