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SEDCAD 4 for Windows <br /> <br />w/o Freeboard w/ Freeboard <br />Hydraulic Radius: 0.043 <br />Froude Number: 3.41 <br />Structure #13 (Erodib/e Channel <br />L <br />Triangular Erodible Channel Inputs: <br />Material: Alluvial silts colloidal <br />Left Right Freeboard Freeboard Freeboard limiting <br />Sideslope sideslope Slope (%) Manning's n Mult <br />x Velocity <br />Ratio - ~ Rabo . <br />Depth (ft) % of Depth NxD) (fps) <br />1.5:1 1.5:1 2.0 0.0250 1.00 5.0 <br />Erodible Channel Results: <br /> w/o Freeboard wJ Freeboard <br />Design Discharge: 0.27 ds <br />Depth: 0.29 R 1.29 ft <br />Top Wid[h: 0.88 R 3.88 R <br />Velocity: 2.07 fps <br />X-Section Area: 0.13 sq ft <br />Hydraulic Radius: 0.122 <br />Froude Number: 0.95 <br />Structure #17 (Culvert) <br />Culvert Inputs: <br />Max. Tailwater Ent2nce <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(R) (ft) (Ke) <br />36.00 2.00 0.0240 0.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 0.25 cfs <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Structure #8 (Erodible Channel <br />G <br />Triangular Erodible Channel Inputs: <br />Material: Alluvial silts colloidal <br /> <br /> <br /> <br />Filename: MunGob-1 O.sc4 <br />M" <br />M(vii)-13 <br />Printetl 06-26-2002 <br />6/02 <br />