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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Sofhvare Design <br />PM CHANNEL 2 <br />Material: Grass mixture <br />Triangular Channel <br />R <br />£ ~ <br />' <br />~" freeboard <br />; r ~ y <br />- =Left - <br />ight. _ <br />' <br />Reta~danoe <br />~ Fre board Fre¢boafd' <br />~ .Limning, <br />_ Sitle;lope xSlopeT(%) <br />-;Sldeslape <br />~~ Classes -- ~ ru ~ r Mult x <br />d <br />f <br />° <br />- <br />V loaty <br />, <br />~_ RaGo~ Ratio ~ <br />~ -, <br />epth ( <br />t) <br />Y°rof Depth <br />' . <br />xD a (fP~) <br />, _ - <br />..: c. ~ <br />~ : ~_..~ .. ~~-__, <br />3.0:1 3.0:1 5.0 D, B 4.0 <br />=_...~ ~ t -~`~~`Stablllty -,~... ti~ftab!Ilty ~ -~GaP~jycl~tY ~ L'-CaPdtty <br />-'- ~ ~ }}Class''~""Dtt11y~/o ~ °FQass D,w/~" .3-~Glas`s~~w/o?~ ', ~CiassLB,w <br />/ ~.~.,,~ <br />~ <br />' <br />a ~=~ <br />Fie <br />oa <br />d <br />~ <br />° ~ <br />~F <br />F <br />reebo <br />rd~ a, <br />bojrd~ <br />„ <br />_ _ <br />,. <br />,~,. <br />~, <br />e _ <br />_..~, <br />. <br />= ~ <br />: <br />~ <br />_ <br />~ <br />,. <br />..- <br />Design Discharge: 3.10 ds 3.10 ds <br />Depth: 0.66 ft 1.06 ft <br />Top Wldfh: 3.94 ft 6.34 ft _ <br />Velocity: 2.39 fps 0.93 fps <br />X-Section Area: 1.29 sq ft 3.35 sq ft <br />Hydraulic Radius: 0.312 0.501 <br />Froude Number: 0.74 0.22 <br />Roughness 0.0636 0 <br />2264 <br />Coefficient: . <br /> <br />• <br />• <br />SEDCAD Utility Run Printed 09-20-2001 <br />