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<br /> <br />- <br /> <br />38000 <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />:l6000 <br /> <br />- .- - .- <br />THE 10,50, AND loo-YEAR FLOW5 UPSTREAM OF DUTCH CREEK , AND THE <br />Z-YEAR FLOOD UPSTREAM OF CHERRY CREEK. ARE EXCEEDED BY CHATFIELD <br />MAXIMUM RESERVOIR RELEASES. THEREFORE, THESE RELEASES <br />SHOULD BE CONSIDERED IN ESTABLISHING DESIGN FLOWS IN <br /> <br />THESE REACHES. <br /> <br />34000 <br /> <br />3l <br /> <br />3??oo <br /> <br />2 <br /> <br />2 <br /> <br /> <br />2 <br /> <br />"' <br />W!a <br />::JQ. <br />z>- <br />Will <br />~~ <br />z- <br />Q~ <br />zo <br />::Jill <br /> <br /> <br />100- YR. STORM <br /> <br /> <br />~ <br />u <br /> <br />18 <br /> <br />MAXIMUM RElEASE RATE <br />FRO~HATFI_t;.L_D_RIliERYQIR__ <br /> <br />w <br />'" <br />Q. <br /><l <br />I <br />U <br />on <br />o <br /> <br />I. <br /> <br />14 <br /> <br />~ <br />Q. <br />o <br />0- <br />on <br /> <br />10 <br /> <br />8000 <br /> <br />.000 <br /> <br />-- <br /> <br />--- <br /> <br />-- <br />-/- <br /> <br />r- <br /> <br />) <br /> <br />.---.~- <br /> <br /> <br />--:"-------- =:t.~ <br />SNOWMELT CONTROL <br />- .---. --- --~~-- <br /> <br />SOUTH PLATTE RIVER DISCHARGE PROFILES <br /> <br />,+ <br />..~ ",,+ <br />Q~v~-'; <br />~~/q. <br />c,,'\> <br />/'t.."..... <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 /> <br />t--<- <br /> <br />_SO,YR. STQ.R.M <br />(INTERPOLATED) <br /> <br />10, YR. STORM <br /> <br />~.-. <br /> <br />'-- <br /> <br />~ <br /> <br />2- YR. STORM <br /> <br /> <br />n -2 <br /> <br />WRIGHT WATE" ENGINEE"SIINC. <br />2490 W, 26th AYE. . &~A <br />DENVER, COLORADO 80211 <br />