<?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>Thomas Maddock Jr.</dc:contributor>
  <dc:creator>Luna Bergere Leopold</dc:creator>
  <dc:date>1953</dc:date>
  <dc:description>&lt;p&gt;It is known that during the passage of a flood the channel of an alluvial stream scours and fills with considerable rapidity. Though such changes may be random, it seems more likely that there is a definite pattern of channel change directly related both to discharge and to the sediment load provided to the river by the drainage basin.&lt;/p&gt;&lt;p&gt;In a study by the authors [1] an analysis was made of concurrent values of suspended sediment load and width, mean depth, mean velocity, and discharge at a number of gaging stations. From the data analyzed it appeared that fairly definite relations exist between these variables.&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:language>en</dc:language>
  <dc:title>Relation of suspended-sediment concentration to channel scour and fill</dc:title>
  <dc:type>text</dc:type>
</oai_dc:dc>