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Last modified
7/28/2009 2:29:19 PM
Creation date
7/18/2007 2:18:33 PM
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Weather Modification
Title
Applied Weather Associates Responses to Corps of Engineers Questions on the AWS Study of Cherry Creek PMP, Sept 2006
Prepared For
USACE
Prepared By
Applied Weather Associates
Date
1/29/2007
County
Douglas
Weather Modification - Doc Type
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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 />
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