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SEDCAD 4.0 <br />C°OY~9ht t99a Pamela J. Schwab <br />Civil Sothvare Design <br />• <br />RECLAIMED ELK CREEK <br />Material: Riptap <br />Trapezoidal Channel <br />Bottom LeR Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (R) Mult. x <br />Ratio Ratio Depth (R) % of Depth (VxD) <br />10.00 3.0:1 3.0:1 5.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 107.00 cfs 'I <br />Depth: 0.80 R <br />Top Width: 14.80 ft <br />Velocity*: <br />X-Section Area: 9.91 sq R <br />Hydraulic Radius: 0.658 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may no[ apply for this method. <br /> <br />SEDCAD Utility Run <br />Printed 06-27-20 00 <br />