<?xml version='1.0' encoding='utf-8'?>
<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>H.E. Kubik</dc:contributor>
  <dc:contributor>J.T. Hoke Jr.</dc:contributor>
  <dc:contributor>W.H. Kirby</dc:contributor>
  <dc:creator>C.L. Sanders Jr.</dc:creator>
  <dc:date>1990</dc:date>
  <dc:description>To fill an increasing need for reliable information on floods of various recurrence intervals on the Savannah River a flood-frequency relation was developed for the long-term gaging station at Augusta, Georgia. The flood-frequency analysis was complicated by the fact that the Savannah River upstream of Augusta has experienced increasing regulation of flow caused by three large dams constructed since 1952. The pre-impoundment period was important to the flood-frequency analysis because it included a number of large floods that, even when adjusted for regulation, exceed all floods since 1952. A reservoir routing model was used to adjust nine such floods for the effects of regulation, and to develop a relation for estimating regulated peak discharges for additional unregulated floods. The 1% chance exceedance flood for regulated conditions on the Savannah River at Augusta was computed as 180,000 cu ft/sec. (USGS)</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/wri904024</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>Dept. of the Interior, U.S. Geological Survey ;&#13;
Books and Open-File Reports [distributor],</dc:publisher>
  <dc:title>Flood frequency of the Savannah River at Augusta, Georgia</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>