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SEDCAD 4 for Windows <br />• <br />Structure Detail; <br />Structure #24 (Riprap Channel <br />WEST DIV - I <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Freeboard Freeboard Freeboard <br />Wiidt ft Sideslope Sideslope Slope { %) <br />() <br />Mult. x <br />Ratio Ratio <br />o <br />Depth (ft) /o of Depth <br />(VxD) <br />3.00 1.5:1 1.5:1 10.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />• <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />Filename: Pond F- 100Yr.sc4 Printed 09 -28 -2009 <br />TR -64 App. B -33i 09/09 <br />/i PPRoV6.b /2-/Zg /O9 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />2.63 cfs <br />Depth: <br />0.14 ft 1.14 ft <br />Top Width: <br />3.41 ft 6.41 ft <br />Velocity*: <br />X- Section Area: <br />0.44 sq ft <br />Hydraulic Radius: <br />0.125 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 />• <br />Filename: Pond F- 100Yr.sc4 Printed 09 -28 -2009 <br />TR -64 App. B -33i 09/09 <br />/i PPRoV6.b /2-/Zg /O9 <br />