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<br /> 1000000 <br />l/l PMF <br />..... <br />0 <br />- 100000 <br />Q) <br />Ol <br />... <br />III <br />.!: 10000 <br />0 <br />l/l <br />.- <br />"'C <br /> 1000 <br />~ <br />III <br />Q) <br />a. 100 <br /> 1 <br /> <br />h.. "._ 'U'UU.".,,' <br /> <br /> <br />Max <br /> <br />H=1,000 <br /> <br />..-............ <br /> <br />Annual peak flow <br />95% conI. limits <br /> <br />10 100 1000 <br />Recurrence Interval, <br /> <br />10000 <br />years <br /> <br />100000 <br /> <br />6. Flood-frequency relations for Cherry Creek near Franktown (06712000) with paleoflood <br />data (shown as a rectangle, which reflects ranges for the magnitude and age of the paleoflood) <br />with 95-percent confidence limits, The 100-year flood estimated from a preliminary <br />regional-regression analysis by Will Thomas (Michael Baker, Jr" written commun" 1997) <br />also is shown, The probable maximum flood estimate for this site is shown for comparison, <br /> <br />(/) <br />-. <br />(') <br />- <br />- <br /> <br />1000000 <br /> <br />PMFs <br /> <br />Design Ilood <br />.-.-.-.-.-._._'-0-'-'_,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-._._._._._._._.. <br /> <br />Ql <br />01 <br />.... <br /><<l <br />.c: <br />o <br />(/) <br />"C <br /> <br />10000 <br /> <br />Max. Paleoflood---' ..--......- <br />Jl'~ <br />...... X........ <br /> <br />.' .::::~:::.7..... Annual peak flow <br />..::::-'" 95% conI. limits <br />(Thomas, 1997) <br /> <br />1 00000 <br /> <br />~ <br /><<l <br />Ql <br />a. <br /> <br />. <br /> <br />D... It.... 'CC.....lvlft.1I4.,' <br /> <br />1000 <br />1 <br /> <br />10 100 <br /> <br />Recurrence <br /> <br />1000 <br />Interval. <br /> <br />10000 <br /> <br />yearS <br /> <br />100000 <br /> <br />7, Flood-frequency relations for Cherry Creek near Melvin (06712500) with paleoflood data <br />(shown as a rectangle, which reflect ranges of the magnitude and age for each paleoflood) with <br />95-percent confidence limits, The 100-year flood estimated from a preliminary regional- <br />regression analysis by Will Thomas (Michael Baker, Jr., written commun" 1997) also is <br />shown, The design flood and probable maximum flood estimates for Cherry Creek Reservoir <br />(U,S, Army Corps of Engineers, written commun" 1997) are shown for comparison, <br />