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<br />I <br /> <br />I <br /> <br />Figure 5.3.3.1 Reach 4 Flood Frequency Analysis Results <br /> <br />I <br /> <br />7000 <br /> <br />. <br /> <br />. <br /> <br />: <br /> <br />~T <br /> <br />:. :: <br /> <br />. . <br />I :: :: <br /> <br />; : :. <br />: . <br /> <br />: <br /> <br />, <br /> <br />6000 <br /> <br />I <br /> <br />5000 - <br /> <br />~ ~ ;:: <br />'/;,. "': ]:::::? tg~~ <br />~ ~....... ~ 2: 7S--DDAAYy <br />;/, ~..,. :~ 1 <br />'" ~ -7 ~ ' """ <br />: + '" ~~ / lH' V 30-DAY <br />.. :: ,::: .. :/'.....Ja~~V.:. i-' ; <br />. . · ..". l' ,-, 'f(ft ~ V" y """" <br /> <br />.. :::::: ~'j.;. . a~~~~L1t~ ; · V <br />:: ;; ;;;;;.~ A~'~ <J..- ~;~ V: <br /> <br />.1< )~.;r4'rri t ~/ , <br />.;. <J..d~~b[lJ ::::i-''''~ <br />~: ;/'.........~'-'f.~V :.:: :y" : <br />...1-~:~~::r;....,I.:J.:;:: :;'L>:: ; <br />~~~2t~tT~;;'::: : <br />~/'l.V': U'1.~'::; ; <br />; ,J.? . ~ =:.i ,;.or: iiii ::: <br />~. :;."; .j.:1....... i: . <br />- 4. '". <br />~ ~~; <br />- <br />v. <br /> <br />:... ." <br /> <br />I <br /> <br />4000 <br /> <br />: ; <br /> <br />; <br /> <br />~ : <br /> <br />: ; <br />; : <br />; <br /> <br />. . <br /> <br />I <br /> <br />3000 <br /> <br />; <br /> <br />I <br /> <br /> 2000 <br />en <br />U <br />Q,- <br />E' <br />to <br />.s= <br />() <br />en <br />0 <br /> 1000 <br /> 900 <br /> 800 <br /> <br />. <br /> <br />; <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />700 - )~ <br /> ; <br /> : ; <br />600 - ::: ',', <br /> . . <br /> : <br /> i : ': i . <br />500 : ;.;. ; <br /> : : <br /> ; . . : <br />400 <br /> . : <br /> ; <br /> ; <br />300 I I It tt I I I I I <br /> 95 90 80 70 60 50 40 30 20 10 5 2 <br /> Exceedence Probability <br /> <br />. <br /> <br />::: <br /> <br />I <br /> <br />i <br /> <br />I <br /> <br />I <br /> <br />0.5 0.2 <br /> <br />I' <br /> <br />Peak <br />1-Day <br />3-Day <br />5-Day <br />7-Day <br />15-Day <br />30-Day <br />60-Day <br /> <br />ADOPTED STATISTICS: <br /> <br />Mean Std. Dev. Skew <br />3.336 0.14 0.0 <br />3.295 0.14 0.0 <br />3.281 0.14 0.0 <br />3.267 0.14 0.0 <br />3.254 0.14 -0.1 <br />3.205 0.14 -0.1 <br />3.155 0.14 -0.1 <br />3.069 0.15 -0.2 <br /> <br />Notes: <br />1. Median Plotting Positions Based on <br />Extended Period of Record <br />2. Observed Period of Reoord: 1964-1972, <br />1980-1981,1994-2000. <br />3. Equivalent Years of Record ~ 64 yrs <br />by correlation with tributary. <br />4. Drainage area: 238 sq. mi. <br /> <br />GUNNISON COUNTY FLOOD HYDROLOGY <br />EAST RIVER ABOVE ALKALI CREEK <br /> <br />I <br /> <br />SNOWMELT FLOW FREQUENCY CURVE <br />REACH 4 <br />U.S. ARMY CORPS OF ENGINEERS <br />SACRAMENTO DISTRICT <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />23 <br />