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SEDCAD 4 for Windows <br /> <br />12 <br /> Left Right Freeboard Freeboard Freeboard <br /> <br />i Sideslope Sideslope Slope (%) Manning's n Depth (ft) % of Mult. x <br />Depth <br /> Ratio Ratio (VxD) <br /> 2.0:1 2.0:1 2.0 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 6.46 cfs <br />Depth: 0.74 ft 1.04 ft <br />Top Width: 2.95 ft 4.15 ft <br />Velocity: 5.92 fps <br />X-Section Area: 1.09 sq ft <br />Hydraulic Radius: 0.330 ft <br />Froude Number: 1.72 <br />Structure #1 (Pond) <br />RPE Pond <br />Pond Inputs: <br />Initial Pool Elev: 6,100.50 ft <br />Initial Pool: 0.69 ac-ft <br />*Sediment Storage: 0.70 ac-ft <br />Dead Space: 0.00% <br />*No sediment capacity defined <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 />12.00 16.00 0.00 0.0120 6,100.50 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 />12.00 11.00 0.00 0.0120 6,103.00 0.90 0.00 <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,105.00 60.00 2.00:1 2.00:1 0.01 <br />Filename: RPE(expanded).sc4 Printed 10-23-2008