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<br /> <br />Bottom left Right Freeboard Freeboard Freeboard <br />Sldeslope Sldeslope Slope (%) Mult. x <br />Width (ft) Ratio Ratio Depth (ft) % of Depth <br />(VxD) <br />10.00 2.0:1 2.0:1 15,0 1.00 <br />Simonsi05M Method -Steep Slope Design <br /> <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 91.00 cfs <br />Depth: 0.58 ft 1.58 ft <br />Top Width: 12.32 ft 16.32 ft <br />Velocity': <br />X-Section Area: 6.47 sq ft <br />Hyd2ulic Radius: 0.514 <br />Froude Numbers: <br />Manning'S ns: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />gevision Su6rnitted .S 7 99 <br />!?e'v;sian ~D. Tom- 98 <br />• SEDCAD Ut11iry Run <br />SEDCAD 4.0 <br />Cbpyngttt 1998 Pamela J Schwab <br />Cavil Spttware Design ~ <br />Taylor Tributary Ditch Sta. 65 to 108: 4=91.0 <br />Material: Riorao <br />Trapezoidal Channel <br />Printed 05-06-1999 <br />