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SEDCAD 4.0 <br />Channel SCM - 1, Operational Conditions,, 6.0% Slope <br />0 <br />Material: Riprap <br />Trapezoidal Channel <br />Left <br />Right <br />Design Discharge: <br />Freeboard <br />Bottom <br />0.73 ft 1.03 ft <br />Top Width: <br />i Freeboard Freeboard <br />Width (ft) Sideslope <br />Sideslope <br />Slope ( %) <br />Mult. x <br />Ratio <br />Ratio <br />Froude Number: <br />Depth (ft) % of Depth <br />(VxD) <br />10.00 3.0:1 <br />3.0:1 <br />6.0' 0.30 <br />PADER Method - Steep Slope Design <br />• <br />r� <br />SEDCAD Utility Run <br />2.05.3 -E2.G -2.185 <br />Printed 12 -12 -2009 <br />12/09 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />57.70 cfs <br />Depth: <br />0.73 ft 1.03 ft <br />Top Width: <br />14.35 ft 16.15 ft <br />Velocity: <br />6.53 fps <br />X- Section Area: <br />8.83 sq ft <br />Hydraulic Radius: <br />0.606 ft <br />Froude Number: <br />1.47 <br />Manning's n: <br />0.0400 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />SEDCAD Utility Run <br />2.05.3 -E2.G -2.185 <br />Printed 12 -12 -2009 <br />12/09 <br />