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  <titleInfo>
    <title>Experimental investigations on bed-load transportation under steady, uniform and steady, non-uniform flow conditions</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sman Jareonkitpoonpon</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Overbeek, Henk Jen</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Eggers, Helmut</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tawatchai Ti:ngsanchali</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Royal Netherlands Government</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</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>1978</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>54 p.</extent>
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  <abstract>An experimental investigation regarding sediment transport process in open channel flow was carried out, using more or less uniform coarse sand (D50 = 1.0 mm and a = 1.15). The study was separated into two  parts, namely, experiments in uniform and non-uniform flow.  The uniform flow experiments were conducted in a straight sediment flume, 20 m long, with different water and sediment discharges to describe the sediment transport over a dune bed configuration. The bed load  transport for each run was computed by means of several formulae. Close agreement was obtained when the England-Hansen formula was used to  compute the transport rate.  The non-uniform flow experiments were conducted in a channel, 16 m long, with a gradual change in width. The purpose being to study  sediment transportation under non-uniform flow conditions. The water and sediment discharges were varied for a channel with a contraction ratio of 0.6 and 0.95 respectively. For each test the bed load transport both in the wide and narrow sections was again computed by means of several transport formulae . Moreover the ratio of the depth in the contracted section to that in the uncontracted section was also obtained. The  England-Hansen formula gave the best agreement, however, only when the channel is considered as a single channel regardless of the contraction  in channel width. The computed depth ratio obtained from equations relating to the channel width ratio are approximately acceptable.</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, 1978</note>
  <subject authority="lcsh">
    <topic>Bed load</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. 1079</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=B22866</identifier>
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