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SEDCAD 4 for Windows <br />(:nn,.rinht 1OOA -Onn7 D-J. I Cnhu.�h <br />• <br />Structure Detail; <br />Structure #7 (%"g Channel <br />F4 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth <br />(VxD) <br />3.00 1.5:1 1.5:1 40.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /0SM Method - Steep Slope Design <br />C7 <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />Filename: Pond F- 100Yr.sc4 <br />TR -61 <br />A PF P dV6b <br />6/) 90 9 <br />App -1315 <br />Printed 06 -12 -2009 <br />06/09 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />24.29 cfs <br />Depth: <br />0.18 ft 1.18 ft <br />Top Width: <br />3.54 ft 6.54 ft <br />Velocty*: <br />X- Section Area: <br />0.59 sq ft <br />Hydraulic Radius: <br />0.161 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />8.00 in <br />D50: <br />24.00 in <br />Dmax: <br />30.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />Filename: Pond F- 100Yr.sc4 <br />TR -61 <br />A PF P dV6b <br />6/) 90 9 <br />App -1315 <br />Printed 06 -12 -2009 <br />06/09 <br />