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  <titleInfo>
    <title>Effect of grain-size distribution on sediment discharge in a flow</title>
  </titleInfo>
  <name type="personal">
    <namePart>Theerawat Tangpanich</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Watanabe, Akira</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prida Thimakorn</namePart>
    <role>
      <roleTerm type="text">Co-Chaiperson</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Overbeek, Henk Jen</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Provincial Government of British Columbia</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
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  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1977</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>98 p.</extent>
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  <abstract>The purpose of this study is to investigate the effect of non-uniformity of grain size on sediment discharge in a steady flow. Laboratory experiments  have been conducted by using a recirculating flume, in which the graded sediments with a medium diameter of 0.50 mm and a geometric standard deviation of 2.23 have been placed. The suspended load, total load, flow discharge and  the water surface slope have been measured for several different flow conditions. The grain-size distributions of transported sediments have also been measured by mechanical sieving method. The values of critical shear stress evaluated by two different methods based on the experimental data are compared with the previous studies by Straub and Shields, and the interaction effect between sediment fractions of  different grain size is discussed. The values of sediment transport evaluated by the DuBoys' as well as Engelund and Hansen's formula show quite good agreements with the measured ones, while the Einstein's bed load function is concluded to give considerably smaller values. The sediment load is also evaluated for each grain size fraction, into which the total load is divided, by using the DuBoys ' formula, and is compared with the measured value. It is suggested that in the sediment mixture of non-uniform size, the coarse grains might tend to move more easily as compared with the uniform sediment  of the same size, while the fine sediment might be obstructed to move and show smaller discharge.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1977</note>
  <subject authority="lcsh">
    <topic>Sedimentation and deposition</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. 942</title>
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      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B22685</identifier>
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