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SEDCAD 4.0 <br />Copyright 1994 Pamela J. Schwati <br />Civil Software Design <br />West Pit Ditch Sta. d to 14 : Q=1(10.4 <br /> Material: Rigrap <br /> Lett Righi <br />Sideslope Sideslope ? Freeboard <br />Stope {°1) Freeboard Freeboard <br />° <br />Width (ft) <br />Ratio Ratio i Depth (ft) <br />~ t° of pepth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 20.0 ~ 1.00 <br />Simons/OSM Method. -Steep Slope Design <br /> w/o Freeboard w! Freeboard <br />Depth: 0.52 ft 1.52 ft <br />~TM Top Width: 13.12 tt 19.12 ti <br />Velocity': <br />X-Seetion Area: 6.01 sq tt <br />Hydraulic Radius: 0,452 <br />Fronde Number': i <br />Manning's rt: <br />Dmin: <br />.__._~ <br />D50: <br />_..__y___ I <br />5.00 (n <br /> <br />15,00 in <br />.._ <br />i_ _..e <br />Dmax: I <br />16.75 in <br />Velocity and Manning's n calcrtlations may not appiyfor Phis method. <br />• <br />SEDCAD Utility Run <br />.J <br /> <br />Panted 09-18-1998 <br />Exh. 7-14F Revision Date: 7/25/06 <br />11 Revision No.: TR-63 <br />