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SEDCAD 4 for Windows <br />r,...,m,.ro ~°oa c~..,a~~ i c~w.,~n <br />7 <br />Structure Detai/; <br />Structure #23 (Riprap Channe/~ <br />D-F23 <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mult <br />x <br />Ratio Ratio Depth (R) % of Depth . <br />(VxD) <br />1.5:1 1.5:1 30.0 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 1.16 cfs <br />Depth: - 0.06 R 1.06 R <br />Top Width: 0.17 R 3.17 R <br />Velocity*: <br />X-Section Area: 0.00 sq ft <br />Hydraulic Radius: 0.024 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Omax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #24 (Riprap Channe/~ <br />D-F24 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />I <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (R)} Sideslope Slope (%) <br />Depth (ft) % of Depth Mult. x <br />Ratio Ratio (~D) <br />3.00 1.5:1 1.5:1 40.0 1.00 <br />Riprap Channel Results: <br />Filename: GobPileDitches.sc4 <br />APP-B - 15 - <br />Printed 10.29-2003 <br />11 /03 <br />