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SEDCAD 4.0 <br />Copynghl 1998 Pamela J. Schwab <br />Civil S°fhvare Design <br />• <br />RECLAIMED ELK CREEK <br />Material: Riorao <br />Trapezoidal Channel <br />Bottom left Right Freeboard Freeboard Freeboard <br />Sideslope <br />Wid[h (R) Sideslope Slope (%) <br />R <br />Depth (R) % of Depth Mult. x <br />Ratio atio (VxD) <br />10.00 3.0:1 3.0:1 13.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br />r 1 <br />L J <br />SEDCAD Utility Run <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 107.00 cfs <br />Depth: 0.69 R <br />Top Width: 14.13 R <br />Velocityy: <br />X-Section Area: <br />8.31 sq R <br />Hydraulic Radius: 0.579 <br />Froude Number*: <br />Manning's n*: <br />Dmin: <br />4.00 in <br />DSO: 12.00 in <br />Dmax: 15.00 in <br />Veloci[y and Manning's n calculations may not apply for this method. <br />Printed 06-27-2000 <br />