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SEDCAD 4 for Windows <br />!`nnvr;nM 40OR _9nn7 Dorado I CrF.u,o 4. <br />65 <br />Triangular Erodible Channel Inputs: <br />41 Material: Graded silts to cobbles when colloidal <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult. x Velocity <br />Ratio Ratio Depth (ft) % of Depth (VxD) (fps) <br />1.0:1 3.0:1 9.5 0.03001 0.30 4.0 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.08 cfs <br />Depth: 0.14 ft 0.44 ft <br />Top Width: 0.54 ft 1.74 ft <br />Velocity: 2.36 fps <br />X-Section Area: 0.04 scl ft <br />Hydraulic Radius: 0.061 ft <br />Froude Number: 1.60 <br />Structure #2 (Culvert) <br />CSL Y-1 <br />0 Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />52.00 5.00 0.0120 2.67 0.00 0.9c <br />Design Discharge = 0.08 cfs <br />Minimum pipe diameter: 1 - 2 inch pipe(s) required <br />Structure #1 (Null) <br />Outlet <br />• <br />Filename: SG-1.sc4 Printed 10-28-2008