Laserfiche WebLink
SEDCAD 4.0 <br />Copyright 1998 Pamela J. Stliwah <br />Civil Software Design <br />• <br />PM CHANNEL 2 <br />Material: Riprap <br />Trapezoidal Channel <br />'o-:i','.:.=~:iu'..~a._,~_'_ :; ,t ~ry~,.'4?,'l.'~ii:.c;: i-i.. <br />R :-z: _=x? ;~~_~ .;=,."eft '?"'::Ri ht~:=-t"~.~.~.... _.~c;;r <br />9 <br />~ <br />4'; <br />~ ,M~_~...u!'ia`~'.a:.ic~p--±~ 7'.-~:'a. <br />~5-'~= ~,,~,.~___~• z ~;Frcebo3Cd <br />~ree a''r <br />au <br />d~= <br />e <br />ti <br />d' <br />a <br />' <br />, ~ <br />~ <br />.~ <br />~;::.,~,.; <br />.,_.:t_,;.,; <br />- =~ <br />`~ <br />W~~ -_ Sideslopes~ _SideslopeSlope3(%);~ <br />~ <br />~ ~ <br />,_• <br />_ <br />g <br />p <br />~ <br />,- <br />( <br />__~ <br />-~~_~ <br />i~s ~u-r ~~'~t=1?sy.~s'~~;MUlhtz:~_ <br />~. <br />~ <br />" <br />' <br />y <br />. rz { <br />„ = f _ <br />) ~~Raho ;. ~, ,` Raho , <br />~Depfli <br />(~) -%~ <br />of Depth ~? <br />- <br />XD ~ ~=: <br />_ <br />3 _ <br />3.00 3.0:1 3.0:1 <br />25.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br />• <br />`°~'--`.. Y --~w'jo.Ereeboa`-rd:~~-s~jd~'>= etSo~d <br />Design Discharge: 3.10 ds <br />Depth: 0.05 R 1.05 R <br />Top Width: 3.31 R 9.31 ft <br />Velocity*: <br />X-Section Area: 0.16 sq R <br />Hydraulic Radius: 0.049 <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 calculations may not apply for this method. <br />SEDCAD Utility Run Printed 09-26-200'1 <br />