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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Soflvrare Design <br /> <br />PM CHANNEL 2 LOWER <br />Material: }?IDraD <br />Trapezoidal Channel <br />',-.:~~L:'i~:-V:h+_ T'....~1n-"FL ~:~"'~~-}T f; ~'C.'~~~'° L~.~~''~i~'.i.'.~~ <br />t 'T 'P'tt ~ <br />` <br />Y <br />4 .cc° ..Y _.._c--1Y:~•yy~.._~.2.:'J JJ-ti:.-i: :ti' <br />Y .XS.- i J ~F <br />taar ; <br />r <br />eef~ <br />r <br />d <br />aF <br />re <br />bo <br />~F <br />Sides o~ ~I ptti'7(W) <br />;--~Q~m <br />~ Sfdesl pew <br />zWi~It~i (R)'u ~.-...x -- , -~. ~ ~ <br />ai,~ <br />~ <br />-- <br />~ <br />~. <br />~_ ~ <br />e <br />~ t <br />3s` -~ ~ a ,~ , <br /> D <br />- ~ <br /> ,= 4 ~-_ <br />3.00 3.0:1 3.0:1 20.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br />r 1 <br />LJ <br />• <br />y~~~,-~„~T,--~~uiFreeboanl~~`,mow/rFjreeli-oar~ <br />Design Discharge: ~ 5.60 ds <br />Depth: 0.11 R 1.11 ft <br />Top Wldth: 3.69 R 9.69 R <br />Velocity*: <br />X-Section Area: 0.36 sq ft <br />Hydraulic Radius: 0.097 <br />Froude Number*: <br />NWnning's n*: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n ralculatlons may not apply for this method. <br />SEDCAD Utility Run Printed 09-26-2001 <br />