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r~ <br />L_J <br />• <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />~evisioft Submitted ~ p~~7~.LL~. <br />J/~ ~- <br />Fievision No. <br /> <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta, 32 to 69: Q=1o2.4 <br />Material: Riprap <br />Trapezoidal Channel <br />Bottom t-eft Rtght ' Freeboard Freeboard Freeboard <br />i Wldttt (ft) Sideslope Sideslope Slope (%) Depth (ft) % of Depth Mult. x <br />~ Ratio Ratio (VxD) <br />10.00 3.0:1 3.0:1 7.R : 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 102.40 cfs <br /> <br />Depth; 0.76 ft 1.76 ft <br />lop Width: 14.54 R 20.54 ft <br />Velocity*: <br />- <br />----- <br />- <br />__--- <br />----_-----_ <br />X-Section Area 9.30 sq ft <br />Hydraulic Radius: 0.629 <br />Froude Number*: <br />_ <br />_... . <br />Manning's n*: <br />Dmm _ ... 3 00 m <br />_. <br />... ._, <br />_ _ <br />D50; 9.00 m <br />Dmax: 11.25 to <br />SEDCAD Utility Run <br />Exh. 7-14F <br />26 <br />Printed 05-07-1999 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />