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SEDCAD 4.0 <br />Copyright 7998 Pamela J Schwab <br />Civil Software Design <br />PM CHANNEL 1 <br />Material: Ripran <br />T~apezoida/ Channel <br />.-''.-'sCj. Y',. :.'^y T~y_:..=:.. 'i'ia.~.:~=. e£'` T<~St <br />'` <br />=~~ <br />'M <br />R ~~ 9 <br />~` <br />t~ } ti'.c:..ti *-. -_.'_L-~;=-:~:.... .}. <br />Fre <br />bb~ <br />rd <br />~ <br />~ <br />~~ <br />_ <br />-_ <br />Ie <br />~sy~ <br />~ <br />h <br />~ aBO,t~o{rt* <br />S <br />d <br />l <br />s <br />~ <br />'~ <br />p <br />.. ~ <br />~ <br />~} <br />board ~ Fr aboard x <br />e <br />'~ 'a <br />t <br />es <br />lo <br />es-~ <br />? <br />op <br />e,-, Y Slope("/°) <br />Side <br />Width <br />R) <br />` <br />' <br />•'~' <br />-'~` <br />' -°_ 8.+~ <br />._*~ Mutt z <br />~ <br />. <br />( <br />:Raho~ <br />Ratio <br />~?~ <br />K; <br />; ~ <br />a ~, ~ %of Deptil <br />~~Depth1(ft <br />'~ <br />~(VcD)' .'- <br />~ <br />Y <br />~ < <br />. <br />3.00 3.0:1 3.0:1 <br />24.0 <br />Simons/OSM Method -Steep Slope Design <br />~"':~~,~s:~,~r%d:Fre~boa[dyti w~FCeelioard~2 <br />_ <br />Design Discharge: 3.80 cfs <br />Depth: 0.06 R <br />Top Width: 3.38 ft <br />Velocity*: <br />X-Section Area: 0.20 sq R <br />Hydraulic Radius: 0.060 <br />Froude Numtter*: <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 calcula0ons may not apply for this method. <br /> <br />r 1 <br />~J <br />• <br />SEDCAD Utility Run Printed 09-21-2001 <br />