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SEDCAD 4 for Windows <br />r ,R .tip iaan _ ,)nln o­i� I Cn4„•. k <br />Structure Detail; <br />Structure #19 (R /.prap Chann <br />F15 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope ( %) <br />Ratio Ratio <br />Depth (ft ) % of Depth Mult x VxD ) <br />3.00 1.5:1 1.5:1 30.0 <br />I 0.30 <br />Riprap Channel Results: <br />Simons /4SM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename- Pond F100 Year.sc4 <br />1 <br />Printed 10 -29 -2012 <br />TR -76 App. B -33 11/12 <br />w/o Freeboard w/ Freeboard <br />Design Dlscharge: <br />1.10 crs <br />Depth: <br />0.03 ft 0.33 ft <br />Top Width: <br />3.10 ft 4.00 ft <br />Velocity*: <br />X- Section Area: <br />0.11 sq ft <br />Hydraulic Radius: <br />0.034 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />3.00 in <br />D50: <br />9.00 in <br />Dmax: <br />11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename- Pond F100 Year.sc4 <br />1 <br />Printed 10 -29 -2012 <br />TR -76 App. B -33 11/12 <br />