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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 Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) Mult. x <br />Ratio Ratio Depth (ft) % of Depth <br />(VxD) <br />3.00 1.5:1 1.5:1 40.0 1.00 <br />Riprap Channel Results: <br />Simons/0SM Method - Steep Slope Design <br />C7 <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 24.29 cfs <br />Depth: 0.18 ft 1.18 ft <br />Top Width: 3.54 ft 6.54 ft <br />Velocty*: <br />X-Section Area: 0.59 sq ft <br />Hydraulic Radius: 0.161 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: 8.00 in <br />D50: 24.00 in <br />Dmax: 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 PFPdV6b <br />6/) 90 9 <br />App-1315 <br />Printed 06-12-2009 <br />06/09