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• <br />Bottom Sideslope Sid'slotpe Slope (°e} ~ Freeboard Freeboard Freeboard <br />Width (ft} .Raga Ratio I Depth (R) % of Depth Muit, x (VxD} <br />10.00 3.0.1 3.0:1 S.0 ~ 1, D0 <br />Simons/OSM Method -Steep Slope Design <br /> w!o Freeboard w/ Freeboard <br />Depth: ~. 0.76 ft 1:76 ft <br />Top Width: 1A.58 ft 20.58 #t <br />m Velocity`: <br />X-Section Area: 9.38 sq ft <br />I Hydraulic Radius; 0.633 f <br />~Froude Numbar': --iJ <br />----• ~ - <br />-_-_._ - <br />Dmin: 3.00 iri <br />~ D50: 9.00 in j <br />I Rmax: 11.25 in _ <br />Velocity and Manning's n calculations may not apply for this method, <br />L J <br />~J <br />J <br />SEDCAtD 4.0 <br />Copyright ;596 Ramela J, Schwab <br />Civil Sortavare Resign <br />West Pit Ditch Sta. 14 to 32 : Q=100.0 <br />Material: Riprap <br />SEDCAD Utility Run Printed 09-18-1998 <br />Exh. 7-14F Revision Date: 7/25/06 <br />16 Revision No.: TR-63 <br />