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I I I I I I I I I I I I I I I I I I I 1000000 PMF .... ..._ .uu........... (I) - U 10000 Max 100000 Q) 01 .... Cll ..r::: (.) CJl "0 (57 yrs) 1000 . Annual peak flow 95% conI. limits ~ Cll Q) a. 100 1 10 100 Recurrence 1000 Interval, 10000 100000 years 6. Flood-frequency relations for Cherry Creek near Franktown (06712000) with paleoflood data (shown as a rectangle, which reflects ranges for the magnitude and age of the paleoflood) with 95-percent confidence limits. The 100-year flood estimated from a preliminary regional-regression analysis by Will Thomas (Michael Baker, Jr., written commun., 1997) also is shown. The probable maximum flood estimate for this site is shown for comparison. f/l ...... C'? - - 1000000 PMFs Design flood ,.,-,-,.,-,-,.,-,-,-,-,-,-,-,-,-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'- C1l Cl "- ell .r. u f/l "C Max. Paleoflood--+ ............ ~......... ........ ..--........ ....J'....- ...... ........... .... x..... ....7..... .".::::...... Annual peak flow ..,:. ... 95% conI. limits ./ (Thomas, 1997) 100000 10000 ~ ell C1l a. . 0,," "... .CC....I.I...1I4.'. 1000 1 10 100 Recurrence 1000 Interval. 10000 years 100000 7. Flood.frequency relations for Cherry Creek near Melvin (06712500) with paleoflood data (shown as a rectangle, which reflect ranges of the magnitude and age for each paleoflood) with 95-percent confidence limits. The 100-year flood estimated from a preliminary regional- regression analysis by Will Thomas (Michael Baker, Jr., written commun., 1997) also is shown. The design flood and probable maximum flood estimates for Cherry Creek Reservoir (U.S. Army Corps of Engineers, written commun., 1997) are shown for comparison.