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Last modified
11/23/2009 12:58:12 PM
Creation date
10/4/2006 10:14:09 PM
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Template:
Floodplain Documents
County
Larimer
Community
Larimer County
Stream Name
Big Thompson River
Title
Evaluation of the Flood Hydrology in the Colorado Front Range Using Streamflow Records and Paleoflood Data for the Big Thompson River Basin
Date
5/1/1986
Prepared For
USGS
Prepared By
USGS
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />REGIONAL FLOOD-FREQUENCY RELATIONS <br /> <br />Flood-frequency relations at streamflow-gaging stations are well <br /> <br />documented. However, flood characteristics also are needed at ungaged <br /> <br />sites. This information can be obtained using the flood-information <br /> <br />transfer techniques discussed in the "Introduction". Past applications of <br /> <br />these techniques have failed to adequately describe the flood hydrology of <br /> <br />foothill streams (McCain and Ebling, 1979). Although there are limited <br /> <br />precipitation and streamflow data, investigators have assumed that the <br /> <br />total basin area contributes runoff during rainstorms. However, rainfall <br /> <br />floods in the foothill region of Colorado are caused by intense short- <br /> <br />duration thunderstorms or cloudbursts of very limited areal extent. <br /> <br />Because there is very little rainfall data for such storms for the foothill <br /> <br />region, and because transfer of rainfall data from other nonsimilar hydro- <br /> <br />meteorologic regions may lead to inaccurate and overestimated floodflows, <br /> <br />transfer techniques at this time need to be based on streamflow and paleo- <br /> <br />flood data. One of the problems in determining flood-frequency relations <br /> <br />in the foothills in Colorado has been that when rainfall-runoff techniques <br /> <br />have been applied at long-term gaged sites (50 or more years), the rainfall- <br /> <br />runoff relations are much larger than those based on frequency analysis of <br /> <br />the recorded annual peak-flow data. Users of deterministic methods believe <br /> <br />that the gaged record is not representative of the flood hydrology of the <br /> <br />site. Our belief is that the synthetic rainfall-runoff methods have not <br /> <br />been calibrated for this region, that rainfall was transposed from a <br /> <br />different hydrometeorologic setting, and that the storms are improperly <br /> <br />applied over the e~tire drainage basin above and below 7,500 <br /> <br />..35"* <br />
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