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Last modified
1/25/2010 6:46:09 PM
Creation date
10/5/2006 12:37:36 AM
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Floodplain Documents
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Statewide
Title
Improving American River Flood Frequency Analysis
Date
1/1/1999
Prepared By
National Research Council
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />hydraulic conditions are definable in localized reaches conducive to paleoflood <br />reconstructions. Chronology for paleohydrologic bounds was established by 60 <br />radiocarbon ages, 21 archaeological sites, published soil surveys, and 39 <br />soillstratigraphic sections. Paleohydrologic discharge estimates were established by <br />a variety of hydraulic modeling techniques. For some sites, discharge estimates were <br />obtained by comparison to measured and estimated discharges at nearby gaging <br />stations. For other sites, detailed topographic surveys provided the basis for two- <br />dimensional flow modeling of study reaches up to 12 miles in length. Paleoflood <br />sites were located in bedrock-controlled reaches; channel geometry for the reach near <br />Fair Oaks, which has changed substantially in the 20th century, was reconstructed <br />from topographic surveys made in 1907. <br />USBR study results indicate that the flood experience in the American River <br />over the last 50 years is not anomalous. Floods of a magnitude similar to the January <br />1997 flood have occurred during the past few hundred to several thousand years. <br />Geomorphic and stratigraphic evidence also indicates that there have been floods <br />somewhat larger than the January 1997 flood, but there is no evidence of floods with <br />peak discharges substantially larger than that of January 1997. Peak stage indicators <br />consisting of fme-grained flood sediments, which included mining debris, were used <br />to estimate the peak stage of the largest flood, probably the flood of 1862. The <br />estimated stage was slightly higher than the 1997 peak stage. The peak estimated <br />discharge at Fair Oaks was 260,000 cfs, which is close to the estimate of Bossen <br />(1941). Paleoflood data for the lower American River indicate that a peak discharge <br />of about 300,000 cfs to 400,000 cfs has not been exceeded in the past 1,500 to 3,500 <br />years. These results are consistent with paleoflood data at sites upstream of Folsom <br />Dam and at sites on other rivers in the region. <br />The quality of the USBR data and analysis is excellent. The committee fmds <br />no reasons to disagree with the paleoflood information that the USBR has assembled. <br />As discussed previously, the committee has serious doubts about the assumption that <br />flood magnitudes have been completely independent and identically distributed in <br />time during the period represented by the paleoflood information. Although <br />paleoflood chronologies have not been well documented in the Sierra Nevada (the <br />USBR study is the frrst systematic attempt to document paleofloods in the region), <br />other paleoclimatic studies have indicated systematic variations in climate there that <br />are consistent ....ith regional and global patterns. For example, paleoecological data <br />(Woolf ender, 1995) indicate that the Sierras experienced persistent above-average <br />temperatures during the Medieval Warm Period (approximately A.D. 950-1350) and <br />persistent below-average temperatures during the Little Ice Age (about A.D. 1350- <br />1850). During the latter period, the Sierras experienced multiple advances of alpine <br />glaciers and a decrease in the number of fire events (Birman, 1964; Burke and <br />Birkland, 1983; Curry, 1969; Gillespie, 1982; Scuderi, 1984, 1987; Swetnam, 1993). <br />Given that extreme floods on the American River occur in winter storms that mainly <br />produce rain rather than snow, it is possible that the frequency of extreme floods <br />would have been lower during the Little Ice Age. <br />The key issue regarding the usefulness of any data on past floods to a <br />particular planning or design problem is the information the data provide on the <br />potential for flooding during the planning horizon. If floods can be assumed to be <br />independent and identically distributed in time, then all past information is equally <br /> <br />34 <br /> <br />Improving American River Flood Frequency Analyses <br /> <br /> <br />- <br />
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