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<br />38000 <br /> <br /> 20000 <br />.:" <br />u 18 <br />w 16 <br />e> <br />0: <br /><t " <br />I <br />U <br />'" <br />0 <br />" 10 <br />0: <br />0 <br />t- 8000 <br />'" <br /> 6000 <br /> .000 <br /> 2000 <br /> <br />36000 <br /> <br />THE 10.50, ANO 100-YEAR FLOWS UPSTREAM OF DUTCH CREEK,ANO THE <br />2-YEAR FLOOD UPSTREAM OF CHERRY CREEK ARE EXCEEDED BY CHATFIELD <br />MAXIMUM RESERVOIR RE{E"ASES. THEREFORE, THESE RELEASES <br />SHOULO BE CONSIDERED IN ESTABLISHING DESIGN FLOWS IN <br /> <br />THESE REACHES. <br /> <br />34000 <br /> <br />32 <br /> <br />3 <br /> <br />280 <br /> <br /> <br />100- YR. STORM <br /> <br /> <br /> <br />-- <br /> <br />--- <br /> <br /> <br />------ <br />..- <br />,/' <br /> <br />r- <br /> <br />~_. <br />.-' <br /> <br />.../ <br /> <br />-. <br /> <br />SNOWMELT CONTROL <br /> <br /> <br />SOUTH PLATTE RIVER DISCHARGE PROFILES <br /> <br />r---~-- <br /> <br />.~ <br /> <br />,," <br />'l-~ <v~ <br />u ~" <br />..'" u <br />0:J'If ~'l- <br />uv" <br /> <br />-..r-_ <br />--- <br /> <br />-- <br /> <br />50-YR. ST RM <br />(INTER POLATEDI <br /> <br />10-YR. STORM <br /> <br />..... <br />..... <br />..... <br />I <br />..... <br />U1 <br /> <br />-_. <br /> <br />2- YR. STORM <br /> <br />c <br />^' <br />)> <br />." <br />..... <br /> <br /> <br />m-2 <br /> <br />WRIGHT WATER ~NGINEEftS, INC. <br />2490 W. 26th AVE. - 55A <br />DENVER, COLORADO 90211 <br />