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<br />The foon of the equation is the same for the 50-year frequency and the IOO-year frequency; only <br />the coefficients vary. <br /> <br /> . <br /> ~ ~ < < < ~ ~ <br /> 0 <br /> g . . . . . . . . . . <br /> 8 8 < 8 8 0 0 0 . . . < < <br /> u u u u . . . u u <br /> Ot.~ <br /> 9. ~ ~ ~ S S '" " " ~ " " ~ ~ <br /> " " ~ . " " <br /> ..- e " " " e ~ ~ " " "- "- "- "- <br /> ~- ~ ~ . ~ ~ ~ ~ ~ . . 8 " " <br /> ~l . <br /> " " " <br /> " . . . . , " - <br /> --" . . . . . . . . . . <br />I~ <br />aii ~ ~ ~ ~ ~ ~ <br /> ~! - '" '" ~ " " " <br /> " " " " - " N <br /> " " " " " ~ " " " "- "- "- "- <br /> ~t 8 8 . ~ ~ ~ ~ ~ " 0 ~ . " <br /> ~ " . " . - , <br /> . . " - - " <br /> " , " . . . . " " " <br /> ..~..... <br /> ".. <br />,.. iii <br />~ . :;; ~) <br />. . <br />~ ~ " " " , <br />0 ~ " " " " " " " " " , <br />. " ~ . " <br />. 0 . . . . . . 8 - . " . <br /> , . " . . <br />9 0 '" . ~ " - . . " " . " " " <br />- " " " " . . - ~ - - <br />. <br />" <br />~ <br />" <br />x I " , <br />~ - " z <br /> . 0 ~ <br /> u 0 " <br /> z ~ z , <br /> ~ z " <br /> " 0 <br /> " ~ 0 " ,. " <br /> " . . . 0 3 <br /> " u > ,. > 0 <br /> u 0 . 0 " " . . <br /> . ~ ~ ,. " ~ . ~ <br /> " ~ u z . " <br /> " 0 0 " " 0 ~ " . " <br /> " z 5 " u ~ ~ " " 0 <br /> u U 0 <br /> U 0 < u < <br /> ~ " < ~ < ~ . " < z . 0 0 <br /> " " 0 9 < 0 z . <br /> i " " :i 0 . <br /> " " ~ . 0 " . 0 " < z <br /> 0 . 0 . 0 . " <br /> . " . . . 9 . 0 ~ < . < . <br /> < > 0 > ~ ~ . . 9 " ,. ~ <br /> ~ ~ " ~ . . 0 0 0 <br /> . . < . ~ . " " I;; <br /> < . . 0 . U . . . < <br /> ,. <br /> . <br /> . <br /> ~ 0 - N - <br /> . - ~ 0 3 0 e " . 6 - <br /> ..::: u U u u U u <br /> <br />Colorado River mainstem <br />Downstream of Rifle <br /> <br />for 50-year frequency: k=74..3, c= 0.706 <br />for IOO-year frequency: k"'71.28,c=O.772 <br /> <br />3.3 Equation Selection Process <br /> <br />The CurveFit computer program analyzes thc input data using a library of 25 equations. The <br />output displays the constanls and the correlalion values for each equation. The best fit equations <br />are chosen based on the correJation value closest to 1.0. For this report an additional stepv..<lS <br />included in the selection of an equation. Of all the possible equations which fell within a <br />correlation value greater than 0.95, the lcast complex equation was chosen. The same equation <br />foonat wasselectcd for both the 50-year and loo-year Ilowcalculations. <br /> <br />3.4 HvdrolOlzicFindinl!s <br /> <br />Table 3 shows the results of this analysis in tabular foon. Figure 5 shows the relationship <br />between 50-year or loo-yearflow and drainage arca, as described by these equation s,ingraphical <br />form. <br /> <br />- <br />. <br />" <br />. <br />< <br />" <br /> <br />u <br /> <br />~ <br />. <br />-< <br />" <br />" <br />! <br />. <br />"' <br />. <br />" <br />! <br />>~ <br />00 <br />~:i <br />- ,. <br />....B~ <br />FO <br />. <" <br />"" " <br />..!!::>o <br />". . <br />"z, <br />~;; !:2 <br />"s" <br />~"~ <br />'. <br />>0 <br />U" <br />>-;.>:"- <br />S"Z <br />00 - <br />o<f: - <br />" <br />""< < <br />~zo . <br />"0 0 <br />:I:~'" <br />"'c.1- < <br />"'~;;: " <br />. " <br />"'z'" c <br />z<> <br />-." . <br />~....::> < <br />.uu . <br />,,-z:.:l . <br />" <br />0"";;:: . <br />",0<;:; 7 <br />."0 . <br />.wo 8 <br />8~~ <br />>~< " <br />::<ffi-l . <br />" 0 . <br /><o:l " <br />" <br />"< u <br />"!...u 0 <br />u::> . , <br />'" . ~ u < <br />. - . " <br />.~ <br />00"'< <br />"'u...u . <br />