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Last modified
1/29/2010 10:12:04 AM
Creation date
10/5/2006 4:07:57 AM
Metadata
Fields
Template:
Floodplain Documents
County
Denver
Adams
Stream Name
Cherry Creek Basin
Basin
South Platte
Title
Paleoflood Investigations for Cherry Creek Basin
Date
8/1/2000
Prepared For
Eastern Colorado
Prepared By
USGS
Floodplain - Doc Type
Flood Documentation Report
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<br />12 <br /> <br />E <br />'" <br />- <br />co <br />'t:I <br /> <br />10 <br /> <br />Scoured colluvium & NI-surfaces <br /> <br />>- <br />~ <br />co <br />~ <br />- <br /> <br />8 <br /> <br />~PSI <br /> <br />(1,954-2,266 <br /> <br />m3/s) <br /> <br /> <br />.D. <br />~ <br />co <br />~ <br /> <br />6 <br /> <br />-------------------------------------------- <br /> <br />E <br /> <br />------------------------------------------- <br /> <br />1965 PSI <br /> <br />c <br />o <br />- <br />co <br />> <br />~ <br />w <br /> <br />4 <br /> <br />2 <br /> <br /> <br />n=0.035 n=0.035 <br />5=0.005 m/m <br /> Colluvium <br />Sand and gravel <br />50 100 150 200 <br /> Stationing, m <br /> <br />o <br />o <br /> <br />Figure 3, Channel cross section for Cherry Creek near Melvin streamflow-gaging station <br />(06712500), which is located about 3 km upstream from Cherry Creek Reservoir, The highest <br />paleostage indicator is constrained by uneroded, old colluvium (non-inundation, NI, surfaces), <br /> <br />PMF estimates for Cherry Creek also are shown on figures 5 and 6, Floods the magnitude of the <br />design flood and PMF values for Cherry Creek have recurrence intervals far in excess of a 10,000 <br />years (10.4 annual exceedence probability) based on the flood-frequency analyses incorporating the <br />paleoflood data (figs, 5 and 6), <br /> <br />Discussion and Summary <br /> <br />Although paleoflood estimates involve uncertainties, they are based on interpretations of physical <br />data preserved in channels and on floodplains for at least several thousand years, A sensitivity <br />analysis of factors affecting paleoflood estimales was made, Where possible, paleoflood sites in this <br />study were located in bedrock channels that minimize potential changes in channel geometry, For <br />example, numerOUS headwater slream sites in Cherry Creek basin and near Castlewood Canyon have a <br />bedrock streambed and undisturbed coluvial streambank material, that provide a stable-channel <br />geometry for flood estimation, For completely alluvial sites, maximum.channel width is constrained <br />by undisturbed colluvial soils along the main channel (fig, 3) that are at least I,(JO(J to 5,000 years old <br />(Hunt, 1954). Because Cherry Creek is constrained by bedrock on the bed and walls, the 1933 <br />paleoflood deposits probably represent lhe largest flood in at least 10,000 years, It was assumed that <br />for the sites in relatively straight, uniform alluvial reaches, sediments were transport. like on a giant <br />conveyor belt. Thus, although Some streambed erosion occurs during a flood, there probably is little <br />net change in bed elevation; there is little evidence 10 suggest major changes in channel geometry for <br />the paleoflood record length, <br /> <br />6 <br />
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