<?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>R.G. Godfrey</dc:contributor>
  <dc:creator>R. W. Carter</dc:creator>
  <dc:date>1960</dc:date>
  <dc:description>The basic equations used in flood routing are developed from the law of continuity. In each method the assumptions are discussed to enable the user to select an appropriate technique. &#13;
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In the stage-storage method the storage is related to the mean gage height in the reach under consideration. In the discharge-storage method the storage is determined, from weighted values of inflow and outflow discharge. In the reservoir-storage method the storage is considered as a function of outflow discharge alone. &#13;
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A detailed example is given for each method to illustrate that particular technique.</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/wsp1543B</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>U.S. G.P.O.,</dc:publisher>
  <dc:title>Storage and flood routing</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>