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SEDCAD 4.0 <br />CopYri 9ht 1998 Pamela J. Schwab <br />Civil So(Iware Design <br />C~ <br />PM CHANNEL 1 <br />Material: R~rap <br />Trapezoidal Channel <br />µ <br />~ <br />~ <br />`~ <br />` ~ ~~ ; <br />~'~~9h~°~` d~' Fre rd~"`-- <br />d F <br />ebaa <br />F <br />e6 <br />- <br />- <br />: <br />'' <br />Bo <br />F <br />y <br />F.~ . ~~ Sideslope ~Sdeslop~'~' Slope-(p/°)3 <br />d <br />h r <br />r <br />rP <br />oa <br />r <br />=E <br />~,_ <br />„_ ~',.i -Tj` <br />ul~ x -c <br />~ <br />t <br />Wl_ <br />+(ft1 -, 3 -R do <br />-: ~R (io -~-~---F `` . ~ <br />TJ S <br />A , <br />. <br />*~. <br />De~h,(ft) s °/d.of'DepSth' <br />C <br />(YXD) <br />~ <br />_ <br />.. ~y~ <br />~ $-~ Y: ..i[ Y _ • g C . <br />~ _-y~ <br />i ')7 .'C "i`~'~~.1 C .' • <br />t. <br />3.00 3.0:1 3.0:1 1s.o <br />Simons/OSM Method -Steep Slope Design <br />• <br />• <br />~::=~:_ ~x i~ t-- z'vi/UF, boa ~ . . w iF"~"bpa ~c= <br />W. <br />Design Discharge: 3.80 cis <br />Depth: 0.10 ft <br />Top Width: 3.61 ft <br />Velocity*: <br />x-Section Area: 0.34 sq ft <br />Hydraulic Radius: 0.092 <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 UOliry Run Printed 09-21-2 001 <br />