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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. 0 <br />..!! <br />. ::!! <br />~ <br />. . <br />, <br />'" <br />en <br />. ,5 <br />~ <br /> N <br />. iii <br />. <br />~ <br />. -< <br />. ~ <br />en <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />I. Colorado extreme precipitation events are significantly smaller in their depth. <br />duration and aerial coverage than the storm characteristics of HMR 52 that rely <br />on 29 storms sampled over the eastern two-thirds of the country (See Figure I). <br /> <br />2. The major axis of the rainfall pattern extends along the direction of the winds in <br />the storm cloud layer (+/- 10 degrees). The surface wind direction is 40 to 90 <br />degrees to the right of the cloud layer winds (See Figure 2). In effect, this <br />relationship of meteorology to rainfall pattern must be maintained during the <br />transposition of storms into a basin to keep the transposition process "physically <br />possible". The final PMP design storm must also maintain this relationship. <br /> <br />Figure I shows that Colorado storms are smaller than the HMR 52 storms, The <br />Colorado storms range from 66% to 91 % of the HMR 52 storms for area sizes ranging <br />from 5,000 square miles down to 100 square miles. HMR 52 requires the use of its storm <br />sample together with their rainfall distribution curves without offering any other <br />alternative. This finding supports the fact that the use ofHMR 52 within/without curves <br />is inappropriate in the Cherry Creek basin due to major differences between the Colorado <br />storms and those used in HMR 52, <br /> <br />Comparison of Average Within / Without Stonn Curves for <br />Different Study Regions <br />to-Square Mile Area Size <br /> <br />10000 <br /> <br />~ .u . .. .. <br /> u ---.. .u u <br /> "~U,"j" .. f+, u t' -..- <br /> , !I I <br />i'll I,' " , , " II , <br /> , :i <br />! I' , , ~ , I~. : 'i " !II "11 I I ~ : <br />"'I'I' II I' , i , ~ i 'I , <br />" , , , i,. <br /> U" ---- U <br /> : .. U u. <br /> u~ .. <br />u t <br /> : ++ <br /> , I' <br />" 'II II I' I ' i , ~ :: 'I <br />I: I ' '11111 i I I I I , , "i il,: 'III I <br /> , " , , , <br /> I , , II I!' <br /> . U <br /> U <br /> , U "I-t" <br /> , - .. . <br /> , U .u .+H- I.hr .. +' <br />, , II <br /> . I , 11:1 ~ <br /> " III 'I' , " , , No.i, Ii <br /> .i- II , ~ <br />, 'il'llll ::: II Iii I Ii i I' ", !;) Iii <br /> ' '; <br />, I' , II' ,I, ;1' I 'I,ll <br />,I 'i I II " , i ,I ' II,i I, 1'1\1. <br /> <br />--+- Storms Used in HMR 52 <br /> <br />-+-Colorado Front Range <br /> <br />1000 <br /> <br />-.- Colorado East of Foothills <br /> <br />--..- Colorado Eastern Plains <br /> <br />100 <br /> <br />10 <br />~ ~ ~ ~ ~ ~ W ~ ro ~ w ~ ~ ~ m ~ <br /> <br />Percent of 24-hr Rainfall Amounts <br /> <br />Figure I Comparison of Average Within I Without Stonn Curves for Different Study Regions <br /> <br />Xlll <br />