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SEDCAD 4 for Windows <br />r,.,.~m~n~ io°a oemem i c,.n..,en <br />~J <br />13 <br /> w/o Freeboard w/ Freeboard <br />X-Section Area: 0.62 sq ft <br />Hydraulic Radius: 0.169 <br />Froude Number: 0.57 <br />Manning's n: 0.0316 <br />Dmin: 2.00 in <br />D50: 6.00 in <br />Dmax: 9.00 in <br />Structure #4 Ri rap Channel <br />C <br />Trapezoidal Riprap Channel Inputs: <br />Riprap Channel Results: <br />Left <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslape <br />Width (ft)} Sideslope Slope (%) Mult. x <br />Ratio Ratio Depth (ft) % of Depth ~D) <br />3.00 1.5:1 1.5:1 25.0 2.50 <br />• <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.84 cfs <br />Depth: 0.03 ft 2.53 ft <br />Top Width: 3.10 ft 10.60 ft <br />Velocity*: <br />X-Section Area: 0.10 sq ft <br />Hydraulic Radius: 0.032 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />Structure #5 Ri rap Channel <br />D <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Material: Riprap <br />Filename: MunGob-10.sc4 <br />M" <br />M(vii)-18 <br />Printed 06-28-2002 <br />6/02 <br />