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1 <br />~J <br />Bottom Laft Right 1 Freeboard Freeboard Freeboard <br />Width {K) Sideslope Sideslope Slope (%) I pepth (ft) °/a of Depth Muft. x (VxD) <br />Ratio Ratio <br />10:00 3.0: t 3.0:1 15:0 { 1.00 <br />Simons/OSM Method -Steep Slope Design <br />1 w/o Freeboard w/ Freeboard ~ <br />Depth: 0.62 ft 1.62 fl I <br />Top Width: 13.72 ft 19.72 ft <br />Velocity": <br />_ " <br />- _ <br />X-Section Area: 7.85 sq ft <br />-_ ___. f <br />i Hydraulic Radius: 0.526 <br />j Froude Number': <br />i--... _ _ ___...- ~._ <br />i Manning'sVn <br />. i <br />_ <br />_ <br />i ~ ^ Dmin: _ _~ <br />5:00 in ~~ <br />__..... p50: ^ 15.00 in. ~ <br />t.__ -_._._ _ .~_.____ .. .._..-----._._.._.__.i <br />Dmax: id.75 in <br />Velocity and Manning's n calculations may not apply for this method <br /> <br />~J <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />.Civil Software Design <br />West pit Ditch Sta. 0 to 14 : Q=100.4 <br />Material: Riprap <br />SEDCAD Utility Run <br />Exh. 7-14F <br />10 <br />~) <br />Printed DS-1 S-i 996 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />