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SEDCAD 4.0 <br />Copyrigm 1998 Pamela J Schwab <br />Civil SoRware Design <br />Streeter Gulch Ditch Sta. 55 to 95 : 0=232.9 cfs <br />Material: Riprap <br />Bottom Sides ope Sideslope Slope (%) Freeboard <br />Freeboard Freeboard ' <br />Wid[h (R) Ratio Raho o <br />Depth (R) /o of Depth Mult. x (VxD) <br />15.00 3.0:1 3.0:1 2.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 1.26 R 2.26 R <br />Top Width: 22.56 ft 28.56 R <br />Velocity': <br />X-Section Area: 23.65 sq R <br />Hydraulic Radius: 1.030 <br />Froude Number': <br />Manrnng's n`: <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 />• <br /> <br />SEDCAD Utility Run Printetl 11-06-1998 <br />