Laserfiche WebLink
<br />The foon of the equation is the same for the 50-year frequency and the 100-year frcqucllcy; only <br />thc 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 ~ ~ " " " " " " <br /> ~- ~ ~ . ~ ~ ~ ~ ~ . . 8 " " <br /> ~l . <br /> " " " <br /> " . . . . , " - <br /> --CC. . . . . . . . . . . <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 />0 <br />~ <br />" <br />x I " , <br />~ - " z <br /> . 0 ~ <br /> u 0 " <br /> z ~ z , <br /> ~ z " <br /> " 0 <br /> 0 ~ 0 0 ,. " <br /> 0 . . . 0 3 <br /> 0 u ,. ,. ,. 0 <br /> u 0 . 0 " " . . <br /> . ~ ~ > 0 ~ . ~ <br /> " ~ u z . " <br /> " 0 0 " " 0 ~ " . . <br /> 0 z 5 . u ~ ~ . 0 0 <br /> u u 0 <br /> u 0 < u < <br /> ~ . < ~ < ~ . " < z . 0 0 <br /> " 0 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 /> . . < . ~ . 0 . 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 loo-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 constants and lhe correlaliofi values for each equation. The best fit equations <br />arc chosen based on the correJation value closest to 1.0. For lhis report an additiolllll 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 least complex equation was chosen. The same equation <br />foonat wasselectcd for both the SO-year and tOO-year flow calculations. <br /> <br />3.4 HvdrololZicFindinl!s <br /> <br />Table 3 sho'WS 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 tbeseequation 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 />0 <br />! <br />>~ <br />00 <br />~:i <br />- ,. <br />....B~ <br />FO <br />. <" <br />.0" <br />..!!::>o <br />'. . <br />oz, <br />~;; !:2 <br />"s" <br />~"~ <br />'. <br />,.0 <br />uo <br />>-;.>:"- <br />S.z <br />00 - <br />o<f: - <br />. <br />0"< < <br />~zo . <br />.0 0 <br />:I:~'" <br />"'c.1- < <br />"'~;;: . <br />. " <br />"'z'" c <br />z<> <br />-'0 . <br />~....::> < <br />.uu . <br />,,-z:.:l . <br />" <br />0"";;:: . <br />",0<;:; z <br />,"0 . <br />.wo 8 <br />8~~ <br />>~< . <br />::<ffi-l . <br />o 0 . <br />..:o:l . <br />0 <br />.< u <br />"!"-U 0 <br />u::> ' , <br />'" . ~ u < <br />. - . . <br />.~ <br />00"'< <br />"'u...u . <br />