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SEDCAD 4 for Windows <br />W <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) Ratio Ratio <br />Depth (ft) °k of Depth <br />Depth: <br />(VxD) <br />2.00 1.0:1 1.0:1 35.0 <br />0.30 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Dewatering Model - 1 0yr 2014 expansion.so4 Printed 09 -15 -2014 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.94 cfs <br />Depth: <br />0.04 ft 0.34 ft <br />Top Width: <br />2.08 ft 2.68 ft <br />Velocity*: <br />X- Section Area: <br />0.08 sq ft <br />Hydraulic Radius: <br />0.039 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 />Filename: Dewatering Model - 1 0yr 2014 expansion.so4 Printed 09 -15 -2014 <br />