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SEDCAD 4.0 <br />Copyright ~ 998 Pamela J. Schwab <br />Glvii Sotiware Ues~gn <br /> <br />V1/e~t Pit Ditch Sta.. 0 to 14 : Q=100.4 <br />Material Riat•ap <br />Left. Right i Freeboard Freeboard Freeboard <br />Witltth (ft) Sideslape Sideslope Slope (%o) Depth (ft) °/ of Depth MWt, x (VxD) <br />Ratio Ratio <br />t 0.00 3.0:1 3.0:1 8.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> wlo Freeboard w/ Freeboard <br />Depth: 0.74 ft 1.74 ft i <br />Top Width: 14.43 ft 20.43 ft <br />Velocity`: ~ <br />X•Section Area~ V ~~9.02 sq ft ~_ <br />Hydraulic fiadius: 0.615 <br />lFrcude Number': <br />---._.._..._ <br />Manning's n°; <br />._._._._.._.. __._,__...._...~_._w~___ <br />Dmin: 3.00 in <br />D50: <br />- <br />Dmax: 9A0 in __ .__ <br />... <br />11,25. in <br />Velocity and Manning`s n calculations may not. apply for this method. <br />• <br />• <br />SEDCAD Utility Run <br />Exh. 7-14F <br />7 <br />Printed 09-18-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />