Laserfiche WebLink
<br />• <br /> w/o Freeboard w/ Freeboard <br />Oeslgn Discharge: 102.40 cfs <br /> <br />L_.....__.,..._......__.... Depth: ------ <br />1.58 ft Z.58 ft <br />.... <br />-------ro <br />ic ----..........._ 25.50 ft <br />......__.._ <br />0 <br />ve o <br />ty: fp5 <br />4 39 <br />X-Sectlon Area: 23.35 sq ft <br />Hydraulic Radius: 1.167 <br /> <br />Fronde Number: __.._ <br />0.71 <br />Manning's n: 0.0377 <br />Dmin :.... . ..... ....... 2.00 In <br />D50:. 9.00 in <br />Dmax: 12,00 in <br /> <br />>~bf, s~~~a~ _ ~ T 99 - <br />~,~«, ro. Tip- ~8 <br />SEDCAD Utility Run Printed OS-07-1999 <br />Exh. 7-14F Revision Date: 7/25/06 <br />25 Revision No.: TR-63 <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Sofhvare Design <br />West Pit Ditch Sta. 32 to 69; Q=142.4 <br />Material: Riprap <br />Trapezoidal Channel <br />I Left Right ~ Freeboard Freeboard Freeboard <br />Bottom Sldesiope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Oepth (ft) % of Depth Mult, x <br />{VxD) <br />I 10.D0 3.0:1 3.0:1 1.0 I.00 <br />Simons/OSM Method -Mild Slope Design <br />