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<br />SEDCAD 4.0 <br />Copynghl 7998 Pamela J. Schwab <br />Civil Software Design <br />Tavlor Tributary Ditch Sta. 0 to 65: Q=185.0 <br />Material: Riprap <br />Trapezoidal Channel <br />Bottom Left Righ[ Freeboard Freeboard Freeboard <br />Width ft Sldeslope Sideslope Slope (%) ~ ° Mult. x <br />() Ratio Ratio Depth (ft) /° of Depth (VxD) <br />10.00 2.0:1 2.0:1 10.0 I 1.00 <br />Simons/OSM Method -Steep Slope Design <br />U <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 185.00 ds <br />Depth: 1.05 ft 2.05 ft <br />Top Width: 14.19 ft 18.19 ft <br />Velocity*: <br />X-Section Area: 12.69 sq R <br />Hydraulic Radius: 0.864 ' <br />Froude Numbers: <br />Manning's n*: <br />Dmin: 5.00 in <br />D60: 15.00 in <br />Dmax: ]8.75 In i <br />Velocity and Manning's n calculations may not apply for this method. <br />1 <br />soanaea .S~ 7 <br /> <br />SEDCAD Utility Run <br />Printed OS-06-1999 <br />