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SEDCAD 4 for Windows <br />(`r.nvrin F.1 400P _9nn7 D-1. I Qrh... <br />40 <br />• <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mult. x <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />3.0:1 3.0:1 50.01 0.30 <br />Riprap Channel Results: <br />PADER Method - Mild Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 5.94 cfs <br />Depth: 0.00 ft <br />Top Width: 0.00 ft <br />Velocity: 0.00 fps <br />X-Section Area: 0.00 scl ft <br />Hydraulic Radius: 0.000 ft <br />Froude Number: 0.00 <br />Manning's n: 0.0000 <br />Dmin: 5.00 in <br />D50: 0.00 in <br />Dmax: 12.00 in <br />• Structure #71 (Culvert) <br />CSL Y-23 <br />Culvert Inputs: <br />Culvert Results: <br />• <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />44.00 5.00 0.0240 3.75 0.00 0.9( <br />Design Discharge = 5.94 cfs <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Structure #70 (Erodible Channe/) <br />DSL Y-18 <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Filename: SG-1.sc4 Printed 10-28-2008