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<br />I <br /> <br />I <br /> <br />I <br /> <br />7000 <br /> <br />Figure 5.9.3.1 Taylor River at Almont - Flood Frequency Analysis Results <br /> <br />6000 <br /> <br />I <br /> <br />5000 <br /> <br />I <br /> <br />4000 - <br /> <br />I <br /> <br />3000 <br /> <br />I <br /> <br /> 2000 <br />'" <br />13 <br />0)- <br />0) <br />~ <br />.J:: <br />0 <br />'" <br />Ci <br /> 1000 <br /> 900 <br /> 800 <br /> 700 <br /> 600 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />500 <br /> <br />400 <br /> <br />I <br /> <br />300 <br /> <br />I <br /> <br />I <br /> <br />ADOPTED STATISTICS: <br /> <br />PEAK <br />1-DAY <br />3-DAY <br />5-DAY <br />7-DAY <br />15-DAY <br />30-DA Y <br />60-DA Y <br /> <br />I <br /> <br />I' <br /> <br />I <br /> <br />I <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 />i---.,( Peak <br /> <br /> <br />!vr~~;;~~ ~~ii <br /> <br />. ....l..-~ ;..r-H::i~:::'~~ 15-DAY <br />." :;..0;"": ;......~.::.........-~'!"~~: <br />: : ,r,,:...... '''-:: :.... 30-DAY <br />; : ~4': ~~... / X ~ . <br />: .::. I:~ .:,,~~.....? / : <br />.. . .. ;;.. ,V; :_?:~~ ",< ;....,60-DAY <br />:, :ii~')~~k :~/..... : ~~ <br />: : : ...~ 9~~'~7~~ H ~..... / '-" <br />:.,:~.::.. ,":'~~~r~4': j.A <br />~ . ..,....:~.,.....:.:.~ ~~~:: ::::: ~ : <br />; U<:~.:-' ~~K::)f~.:~: <br />;I';. k1 ;~:. ,,;. ~~ 1W~ uill~ j .! . <br /> <br /> <br />, . "k(::" : ,,' .':' ";":" ..: ' :': :;:"T : <br />11' ;,-i...' .: ; ;: ; : .: <br /> <br />~~;I' "~~9 ~ ~ ::, : <br /> <br />'n- : : it; <br />[;; . ; ; <br />jh~ <br />t' ;: <br />: : <br /> <br />...,....,. <br />; <br /> <br />..:: <br /> <br />: : <br /> <br />; <br /> <br />: <br /> <br />; <br /> <br />: <br /> <br />,; <br />1,;'; <br /> <br />;: : : <br /> <br />: <br /> <br />~ <br /> <br />I. <br /> <br />:: : <br />; :;: <br /> <br />: <br /> <br />: <br /> <br />.... <br /> <br />I <br /> <br />I I I I 11I1111I111I11 II I <br /> <br />I <br /> <br />" <br /> <br />95 <br /> <br />90 <br /> <br />80 <br /> <br />70 60 50 40 30 20 10 <br />Exceedence Probability <br /> <br />5 <br /> <br />2 <br /> <br />0.5 0.2 <br /> <br />Mean <br />3.281 <br />3.234 <br />3.211 <br />3.195 <br />3.181 <br />3.134 <br />3.082 <br />2.988 <br /> <br />GUNNISON COUNTY FLOOD HYDROLOGY <br />TAYLOR RIVER <br />AT ALMONT <br />SNOWMELT FLOW FREQUENCY CURVE <br /> <br />Std Dev <br />0.16 <br />0.16 <br />0.16 <br />0.16 <br />0.16 <br />0.17 <br />0.17 <br />0.17 <br /> <br />Skew <br />-0.3 <br />-0.3 <br />-0.4 <br />-0.4 <br />-0.4 <br />-0.4 <br />-0.4 <br />-0.5 <br /> <br />Notes: <br />1. Median Plotting Positions Based on <br />Extended Period of Record. <br />2. Observed Period of Record: 1959-2000. <br />3. Equivalent Years of Record ~ 63 yrs <br />by correiation with tributary. <br />4. Drainage area: 477 sq. mi. <br /> <br />U.S. ARMY CORPS OF ENGINEERS <br />SACRAMENTO DISTRICT <br /> <br />43 <br />