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_ ~ ~. L I 1. _1 11 . <br />I. .. /a.I' ,~Lr~~ O' <br />;~ <br />_ ,~ <br />~ ~ ~• b ~e~~.. s ~ooV rtcai{.~.~C' <br />1 O ~-3 S <br />,~ ~~.~~ <br />b~.~ N, - 6~5 , . <br />~, ~ ~-F ; n t~ fi-~ . <br />1 ~~ I ~;. 4 ~i C <br />~ ~ , ~ 4 ~~- <br />~l 1. ~~1 ~ o _! <br />II 4 <br />_T <br />I <br />`~ 1. ~ 3 ' `1 r ~ ~- <br />= ~ - ~ -- <br />I <br />i <br />--- - --1 <br />.... - - ~ <br />THIS FLOOD ROUTING V7AS BEGUN <br />AT AN ELEVI~TION LOWER THAN <br />THAT USED IN THE FINAL <br />ANALYSIS. THE RESULTS SHOWN <br />ON THIS TAItLE ARE CONSIDERED <br />ACCURATE FUR APPROXIMATING <br />OUTFLOW RATES AND DETERMINING <br />THEORETICAI, DETENTION TIME. <br />