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SEDCAD 4.0 <br />Copyright lsse Pamela J. SUwah <br />Civil Software Design <br />PM CHANNEL 2 <br />Material: Riprap <br />T~apezoida/ Channel <br />~, ..i. ~, t-to^~.-L ",r ~h'stT-~='E_ .i ~' }~ -c'.7~'" <br />,~ ~ <br />~Righti <br />"y; eft :s"3~~'~'. ,*; ". '9+ba'~a `~'x ~F.ree ~drd:r: <br />a <br />` <br />' <br />~ <br />.~z <br />~~ <br />_,__ <br />'~ Bottotrt <br />Sfdeslo <br />deslo <br />e <br />e <br />=~s <br />pe~(°/ <br />S Freebo <br />rd Free <br />board <br />-a <br />-n <br />`~S`~~'~° <br />`~ ~'^ <br />:" <br />~ <br />~ <br />p <br />p <br />. __ <br />e <br />~ <br />~ <br />;~~ <br />i <br />WJ~Ith ~&) <br />3 `~ <br />' <br />-' ,~ <br />, <br />~~ <br />~x <br />u <br />Y%oF~De <br />tlt <br />th` <br />(R) <br />~ ~~ <br />~Ratio <br />- <br />~Raho ez~ K <br />~ <br />R- <br />p <br />~?P <br />3.00 3.0:1 3.0:1 23.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />~-'~- w/o~Free_6oafd w/:F~eebaaFd-~ <br />a;iz'E'=~-sss~tF-.a'tw-~cg'.:3F7.~_ .- ~ ii_ :.:._._-fit <br />, <br />Design Discharge: 3.10 ds <br />Depth: 0.06 R 1.06 R <br />Top Width: 3.38 ft 9.38 ft <br />Velocity*: <br />X-Section Area: 0.20 sq R <br />Hydraulic Radius: 0.060 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n plculatlons may not apply for this method. <br />n <br />u <br />LJ <br />I <br />SEDCAD Utility Run ~ Printed 09-26-2 00'1 <br />