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<br />-" 1 - <br /> <br />I" F.NVELOPING MASS CURVEFLOOD ROUfINGS' <br /> <br />5647.5 r.p .r USAC}; <br />1'MF P..l <br /> <br /> <br />5608.9 , <br />14.Starm EnvlPlapinr, <br /> <br />5608.7 <br />Sp~Iw"Y Cr..t <br /> <br /> <br />5598.6 <br />19155 Storm EnyeJapin~ <br /> <br />5586.3 <br />USACE A}' <br />Pagl <br /> <br />5550.0 <br />Tap Canl <br />1'..1 (Rec) <br /> <br />5504_0 - <br /> <br />CHERRY CKDAM <br />PROFIL}; <br /> <br />. USACE Anteced.., Rood <br /> <br />~,_;.""~......;;...t~,;,,;~"........~.:"":~~'..;T,.__.....;..'.;.o.;,.,-....J.~_~......~;.~'.......u;~''''''_'~._'.;.::;;''. <br /> <br />Flow Technologies routed the rainfall associated with the transpositioncd. critically centered and <br />maximized 5tonn isohyclal p.1ltcms for the following stomlS: <br /> <br />May 30, 1935 <br />June 16. 1965 <br />lIybc 17, 1965 <br />June 16-17, 1965 <br /> <br />The figure below shows the water surface elevation summary diagram for the PMF routing of the <br />5tonn5. The starting pool for the stomlS was the same lIsed hy the Corps of Engineers for their <br />PMF computations. <br />