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<br />. <br /> <br />. <br /> <br />. <br /> <br /> 13,000 <br /> 12,000 <br /> 11,000 <br /> 10,000 <br />PEAK FLOW, 9,000 <br />CUBIC FEET <br />PER SECOND 8,000 <br /> 7,000 <br /> 6,000 <br /> 5,000 <br /> 4,000 <br /> 3,000 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />2,000 <br /> <br />~ <br /> <br />1,000 <br /> <br />~ <br /> <br />~ <br /> <br />STANDARD PROJECT FLOOD <br /> <br /> <br />500 YEAR <br /> <br />100 YEAR <br /> <br />25 YEAR <br /> <br />10 YEAR <br /> <br />lJ.. <br />lJ.. <br />-' <br /> <br />o <br />400+00 <br /> <br />450 +00 <br />DISTANCE <br /> <br /> <br /> <br /> <br /> <br />ALONG <br /> <br />500+00 <br />CHANNEL FROM <br /> <br />550+00 <br />PLATTE RIVER IN FEET <br /> <br />-' <br />J:W~ <br /><'?Z<t <br />J:-'U <br /> <br /><t <br />Z <br />g <br /><( <br />J: <br /> <br />600+00 <br /> <br />CHERRY CREEK PEAK FLOOD DISCHARGES <br /> <br />::;; <br /><t <br />Cl <br />:.:: <br />W <br />W <br />a: <br />U <br />>- <br />a: <br />a: <br />UJ <br />J: <br />U <br /> <br />NOTE, FUTURE BASIN CONDITIONS <br />