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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Scnwao <br />Civil Software Design <br />RSN Pond EmergenckSui_, Ilway - 8.5H: iV Section <br />Reclaimed Site -Exhibit 8C <br />Material: Riprap <br />Trapezoidal Channel <br />LeR <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (R) <br />i sideslope Slope (%) <br />Depth (R) % of Depth Mult. x <br />Rat <br />o Ratio (VxD) <br />4.00 1.5:1 1.5:1 12.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 16.46 ds <br />Depth: 0.26 R 1.28 R <br />Top Width: 4.84 R 7.84 ft <br />velocity": <br />X-Section Area: 1.24 sq R <br />Hydraulic Radius: 0.247 <br />Froude Numbers: <br />Manning's ns: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Ulilily Run <br />Printed 71-282000 <br />14-6 -64 11/00 <br />