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• <br />heft Right ~ Freeboard Freeboard Freeboard <br />Width (fi) Sideslope Sldeslope Slope (%) I Oeptn (ft) ~ of Repth Mult. x (Vx0} <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 7.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br />w!o Freeboard w/ Freeboard <br />Depth: 0..75 ft 1.75 ft <br />Top Width: 14.48 ft <br />. <br />~' 20,48 ft <br />•~ <br />i _..___ Velocity'; ~ <br />._. <br />x-Section Area: 9.15 sq tt <br />Hydraulic Radius: <br />Froude Number': <br />Manning's n': <br />i <br />-----._-._.._ 0.621 <br />v <br /> <br />___._ <br />--, <br />t Dmin; 3.00 in <br />050: 9.00 in <br />Dmax: 19:25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />~~ <br />• <br />SEDCAD 4.Q <br />Copyrignl 1996 Parneta !. Schwab <br />Civil Software Design <br />West Pit Ditch Sta. 0 to 14 : Q=~ 00.4 <br />Material: Riprap <br />SEDCAD Utility Run <br />Exh. 7-14F <br />6 <br />t <br />Primed 09-18-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />