<?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:creator>J. P. Bennett</dc:creator>
  <dc:date>1995</dc:date>
  <dc:description>An algorithm is developed that relates depth to discharge and determines bed- and suspended-load transport for the entire range of bed forms found in sand-bed channels; equilibrium-state geometry of lower flow regime bedforms is also predicted. A Meyer-Peter-type formulation is used to compute sand transport in the bed-load layer and for computing suspended sand transport, McLean's procedure is adopted. A bed-form classifcation scheme is developed. The algorithm produces overall geometric averages of predicted to observed depth and predicted to observed transport of 1.00. For a verification data set of 855 observations, mostly from rivers and canals, the overall geometric averages of predicted to observed depth and transport are 0.87 and 1.14. -from Author</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1061/(ASCE)0733-9429(1995)121:8(578)</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>ASCE</dc:publisher>
  <dc:title>Algorithm for resistance to flow and transport in sand-bed channels</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>