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<br />With thl! hyrlr~'1j;c rildiu~ no~' det"rm;nerl. th~ rlim<'!nsional v~loritv <br /> <br />ll1ay be calculated fl"flm e'1uat;rm (I-1'1). <br />In this problel'1, ~o is ..quill to '1.nOl. <br />Vo = l:~i~ . ~n2/3 .O.0'1l1/? <br /> <br />" 1'1.5 fps <br /> <br />The Frour.le number is CillClll ated ",ith equation II _0). <br />F;. " In.51~ <br />~ = 0.2n <br /> <br />The re'1uired dimensionl...s pllraW'hr<; IIr" com!11etely deterrr'in"fj ann <br /> <br />sUmF<arizerl below <br /> <br />n " "I .278 <br />~ = n.20 <br />C = 7 <br /> <br />The length terM, Lo' us..d to nondil'1..ns;onalizp rli<;tance is calculated as <br /> <br />- - <br />Lo = Yo/So <br /> <br />(1-11) <br /> <br />Lo " ~~!n.OOl = ~6,nnO ft <br />The time used to calcuht.. rlinpnsional t;n" fr~1" th" nonr.limensional <br /> <br />.. <br /> <br />routing curves is <br /> <br />- <br />To -- <br /> <br />- - <br />L IV <br />'l 0 <br /> <br />" fl~."''l()/l'1.5 <br /> <br />= ?~p <br /> <br />. <br /> <br />Tables 1, ~. and 3 in the main body nf tht> reonrt show the us.. of <br /> <br />these dimensionaless nilrameters fnr rnutjll'l iI na," br,,'Y flood. The <br /> <br />ralculated dppth sholllrl be referrerl to t')f' actual bed profil'.! for 'lx;Jressinq <br /> <br />results in terms of elevation. <br /> <br />7 <br /> <br />67 <br />