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  <titleInfo>
    <nonSort>An </nonSort>
    <title>analytical model for flow routing in a channel network</title>
  </titleInfo>
  <name type="personal">
    <namePart>Rajasekaram, Veerakcuddy</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tawatchai Tingsanchali</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Gupta, Ashim Das</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tanaka, Hitoshi</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of Denmark</namePart>
    <role>
      <roleTerm type="text">Scholarship donor</roleTerm>
    </role>
  </name>
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  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1993</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>72, [28] leaves : ill.</extent>
  </physicalDescription>
  <abstract>The flow routing process in an open channel is studied and an analytical model for flow routing in a network of open channels is developed, based on the analytical solutions of de Saint Venant equations for one dimensional unsteady flow. The ultimate model for a network is derived through a systematic study of the cases of (i) propagation of wave from upstream end, (ii) propagation of wave from downstream end, and (iii) combination of upstream and downstream propagations by means of superposition. Different discretization techniques to deal with any arbitrary shape of boundary hydrographs and the relative merits of the techniques are compared. Also the error involved while discretization, with respect to the stage increment for discretization, is studied. The results obtained in all the stages are compared with the results from the numerical model MIKE 11, and found to have good agreement.</abstract>
  <note>A Thesis submitted in· partial fulfilment of the requirements for the degree of Master of Engineering.</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1993</note>
  <subject authority="lcsh">
    <topic>Hydraulics</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Channels (Hydraulic engineering)</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-93-18</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B16388</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B16388</url>
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    <recordCreationDate encoding="marc">170698</recordCreationDate>
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