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SEDCAD 4.0 <br />C°Py~~7h1 t99a Pamela J Schwab <br />Civil Software Design <br />i Streeter Gulch Ditch Sta. 33 to 55 : Q=220.7 cfs <br />Material: Riorao <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (R) Sideslope Sideslope Slope (%) Depth (R) % of Depth Mull. x (VxD) <br />Ratio Ratio <br />15.00 3.0:1 3.0:1 4.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 1.23 ft 2.23 k <br />Top Width: 22.37 k 28.37 k <br />Velocity": <br />X-Section Area: 22.96 sq k <br />Hydraulic Radius: 1.008 <br />Froude Number*: <br />Manning's n`: <br />Dmin: 4.00 in <br />D60: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />i <br />• <br />SEDCAD Utility Run Printed 11-08-1998 <br />