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<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Audrey L. Ishii</dc:contributor>
  <dc:contributor>Jennifer B. Sharpe</dc:contributor>
  <dc:contributor>Charles F. Avery</dc:contributor>
  <dc:creator>David T. Soong</dc:creator>
  <dc:date>2004</dc:date>
  <dc:description>Flood-peak discharge magnitudes and frequencies at streamflow-gaging sites were developed with the annual&#13;
maximum series (AMS) and the partial duration series (PDS) in this study. Regional equations for both flood series&#13;
were developed for estimating flood-peak discharge magnitudes at specified recurrence intervals of rural Illinois&#13;
streams. The regional equations are techniques for estimating flood quantiles at ungaged sites or for improving&#13;
estimated flood quantiles at gaged sites with short records or unrepresentative data. Besides updating at-site floodfrequency&#13;
estimates using flood data up to water year 1999, this study updated the generalized skew coefficients&#13;
for Illinois to be used with the Log-Pearson III probability distribution for analyzing the AMS, developed a program&#13;
for analyzing the partial duration series with the Generalized Pareto probability distribution, and applied the&#13;
BASINSOFT program with digital datasets in soil, topography, land cover, and precipitation to develop a set of basin&#13;
characteristics. The multiple regression analysis was used to develop the regional equations with subsets of the basin&#13;
characteristics and the updated at-site flood frequencies. Seven hydrologic regions were delineated using physiographic&#13;
and hydrologic characteristics of drainage basins of Illinois. The seven hydrologic regions were used for&#13;
both the AMS and PDS analyses.&#13;
Examples are presented to illustrate the use of the AMS regional equations to estimate flood quantiles at an&#13;
ungaged site and to improve flood-quantile estimates at and near a gaged site. Flood-quantile estimates in four&#13;
regulated channel reaches of Illinois also are approximated by linear interpolation. Documentation of the flood data&#13;
preparation and evaluation, procedures for determining the flood quantiles, basin characteristics, generalized skew&#13;
coefficients, hydrologic region delineations, and the multiple regression analyses used to determine the regional&#13;
equations are presented in the main text and appendixes.</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/sir20045103</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>U.S. Geological Survey</dc:publisher>
  <dc:title>Estimating flood-peak discharge magnitudes and frequencies for rural streams in Illinois</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>