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SEDCAD 4.0 <br />r—,Hnhl 10OA_7M7 P—I. 1 Z,h—.k <br />D -55 Minimum Slope 2.75%, Channel Cut in <br />Sandstone so no Riprap Required <br />Material: Riprap <br />Triangular Channel <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 2.8 <br />1 0.30 <br />PADER Method - Steep Slope Design <br />A ^rs � /'Oinv <br />�L�7� • .1 t �• <br />•nor, ^`�- .- .��♦ <br />tow <br />��rQo <br />SEDCAD Utility Run <br />Printed 04 -15 -2014 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />13.90 cfs <br />Depth: <br />1.24 ft 1.54 ft <br />Top Width: <br />4.97 ft 6.17 ft <br />Velocity: <br />4.51 fps <br />X- Section Area: <br />3.08 sq ft <br />Hydraulic Radius: <br />0.555 ft <br />Froude Number: <br />1.01 <br />Manning's n: <br />0.0370 <br />Dmin: <br />2.00 in <br />D50: <br />3.00 in <br />Dmax: <br />4.50 in <br />A ^rs � /'Oinv <br />�L�7� • .1 t �• <br />•nor, ^`�- .- .��♦ <br />tow <br />��rQo <br />SEDCAD Utility Run <br />Printed 04 -15 -2014 <br />