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  <titleInfo>
    <title>Numerical approach to the siltation problem in the river</title>
  </titleInfo>
  <name type="personal">
    <namePart>Lee, You Han</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Nishimura, Hitoshi</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Watanabe, Akira</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Arbhabhirama Anat</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Suphat  Vongvisessomjai</namePart>
    <role>
      <roleTerm type="text">Examinaton Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prida Thimakorn</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1976</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>64 p.</extent>
  </physicalDescription>
  <abstract>A numerical model for water fl ow and sediment transport in a  river is made up to analyze the scour and deposition of the river.  In the calculation of sediment transport in this model, a median grainsize and distributed grain-sizes can be taken into account separately. Firstly, this model is tested by using the data of the Chao Phya River. Secondly, the effect of grain- size distribution on the change of a river bed elevation is examined with the use of various grain-size  distributions under the simplified conditions. It is demonstrated that the calculated results based on distributed grain-size are different from those based on the median grain-size, and that the distribution pattern of grain-size affects the sediment transport and the change of bed configuration.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering at the Asian Institute of Technology, Bangkok, Thailand.</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1976</note>
  <subject authority="lcsh">
    <topic>Silt</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. 863</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B23679</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B23679</url>
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