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SEDCAD 4.0 <br />CopYh 9ht 1998 Pamela J. Schwab <br />Civil So(Iware Design <br /> <br />PM CHANNEL 1 <br />Material: Riprap <br />Trapezoidal Channel <br />' <br />~ <br />'~ <br />3 Fre t <br />d`ard <br />'`` <br />Left <br />x <br />~ <br />Wght key µ <br />~ <br />L ~ <br />~ <br />ebaard~ <br />-EF~~eb yrd Fre <br />e-( <br />Iop <br />l p <br />Si <br />B <br />~ <br />Si <br />pe MW~=x -c <br />F <br />~ <br />?/~ 3 <br />~ <br />~ <br />1 W <br />d <br />ft <br />~~ <br />1 3 <br />ftatl0 ~~O s <br />c <br />cl <br />' <br />i- D P h;(ft) s °/d. f Dept- ~ <br />~ <br />YXD~ <br />" <br />' <br />~ <br />~_" <br />s~_ <br />( <br />~z... rs~ . ..v'i~.~e, . <br />.~,"n <br />' <br />-iTa <br />~i-. :--i \ <br /> <br />3.00 3,0:1 3.0:1 18.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br />• <br />~"::~c= y~ i~ y.` ~Y~/0?F, ~dTP:. . W iF~±'-'l7pa ~c`R--' <br />?ice ~~~i=~w- ta~.v~',......,~~€..T~r3~-,../~,.~?C__!.d..na <br />Design Discharge: 3.80 cis <br />Depth: 0.10 ft <br />Top Width: 3.61 R <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 />Velairy and Manning's n calculations may not apply for this method. <br />SEDCAD UOliry Run Printed 09-21-2 001 <br />