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<br />100000 <br /> <br />. PMF <br />.. Paleoflood <br />Contemporary flood <br /> <br />PMF envelope curve <br /> <br />(2)~ \.,.",.........~ <br />~.,.,.,.,:.,..,'....,."..,., <br />Ch""V( 2C:~ \bas':,.,.,.,.,....~:.~,:"...,..,.,."."..,."'., <br /> <br />I.....,:,., ..../,..."....,..,' : '.. .... <br /> <br />."- .... ...: <br />.. ... .. ,. <br />ill M,~..." <br />" , <br />, <br /> <br />Other Eastern Colorado streams <br />(data not Shown) <br /> <br />10000 <br /> <br />~ <br />.., <br />E <br /> <br />2,270 m3/s <br /> <br />1000 <br /> <br /> <br />. <br /> <br />~ <br /> <br />.; <br />;. <br />. <br />. <br />.. ;. <br />.. <br />e <br />: <br />. <br />a: <br /> <br />.; <br />~ <br />. <br />'" <br />o <br />. <br />;; <br /> <br />I <br /> <br />I <br /> <br />x <br />. <br />. <br />.. <br /> <br />100 <br /> <br /> <br />"'r <br />.... .. <br />III ...~. <br /> <br />I <br /> <br />10 <br /> <br />. I <br />I .' <br />. ....... <br /> <br />I <br /> <br />u <br />t <br />. <br />'" <br />u <br /> <br />. <br /> <br />'t <br /> <br />1 <br />,1 <br /> <br />10 100 <br />Drainage ar.., km2 <br /> <br />1000 <br /> <br />10000 <br /> <br />Figure 4, Relation of peak discharge for contemporary floods and paleofloods with drainage area <br />for slreams in Cherry Creek basin, Envelope curves for Cherry Creek basin floods, other eastern <br />Colomdo streams (data not plotted), and PMF values for eastern Colorado also are shown, <br /> <br />Analysis of the differences in flood-deposited sediments (new PSIs) and highwater marks (HWMs) <br />of recent extreme floods for 122 sites in 90 streams of the western United States indicated that the <br />elevation of the top of flood-deposited sediments (PSIs) generally are within :tQ,2 of flood HWM <br />elevations (Jarrett et aI., 1996), Therefore, use of the top of flood-deposited sediments as PSIs <br />provides a reliable estimate of the maximum paleoflood depth, This then helps reduce the <br />uncertainty of paleodischarge estimates for streams in this study, Manning's n values were varied by <br />:1:25 percent, which is considered a reasonable range of uncertainty in flow-resistance coefficients, <br />Alluvial-channel geometry can change with time, thus, estimating paleoflood discharge can be <br />affected by channel change, <br /> <br />A large source of uncertainty of flood variability is effects from natural or anthropogenic climate <br />change, Paleoflood estimates incorporate the effects of climatic changes on hydrology during the <br />period of the paleoflood record (Jarrett, 1991), Certainly, moderate climate changes (or other <br />changes such as wildfire effects on flooding or vegetation changes or agricultural land-use changes) <br />have occurred during the Holocene, however, these effects are reflected in the maximum flood <br />preserved at a site. <br /> <br />Paleoflood reconstructions for 99 sites in Cherry Creek basin provide data for large floods not <br />available by other sources, provide a higher level of confidence in envelope curves of maximum <br />flooding, and suggest that Cherry Creek basin flooding differs from other basins in eastern Colorado, <br />Although the study area is relatively small, extreme rainstorms appear to be very localized (fig, 1; <br />nole, rain cells primarily resulted from different storms, Hansen ct aI., 1988), which help reduce <br />interstation correlation in the regional analysis. <br /> <br />7 <br />