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GIVER'=:Ii~N LiITCH LiE=~IGIV <br />DITCH N0.- s;EC:TION C-i:' <br />• WE_~T GIVERSLiN CHANNEL <br />V-NOTCH CHAf`ItJEL <br />AF'F'LICATIi~N IJa.M(vii) - 12 <br />DITCH DE'.:LN BASED ON f9ANfvIIVG':=: EG!UATIOPd <br />G!=(1.45/N7#A#(R (E/_)7~('=:•'p.~) <br />G!=FLOW (CF=:) <br />N=MAI~JIJING'S NUMBER <br />• -~=~LOF'E OF CHANNEL (FT/FT) <br />R=A/F=HYDRAULIC RADIUS (FT) <br />A=AREA i iF FLT ~W ('=~G~ FT 7 <br />F'=WETTED F'ER I METER (FT ) <br />#~#u# '=UMt9ATION iiF CHANNEL DE_:IGN <br />FLOW RATE (CF _~) = 1. ~ _; <br />MANNING"=: NiiMBER = !~.~~_:0 <br />VELOCITY AT Ni iRMAL DEFTH (FT/'1EC) _ ~. 1 <br />SLOPE OF CHANNEL <'!.) = 1.00 <br />AREA OF FLiJW (::G! FT) = 0. 7 <br />WETTED PERIMETER (FT) _ _.._~ <br />'SIDE SLOPE RATIO (WILiTH/HEIGHT), :=:~1 = 1.~0 <br />DEFTH ~~F CHANNEL (FT), DC = 1.~0 <br />TOF WIDTH ~ ~F CHANNEL (FT 7 , TW = 3. /-•4 <br />NORt9AL DEFTH (FT) , D = (i. 70 <br />• <br />