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  <titleInfo>
    <title>Sediment transport due to canal flushing</title>
  </titleInfo>
  <name type="personal">
    <namePart>Jaque, Danilo T.</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>Suphat Vongvisessomjai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Preecha Kamronrithisorn</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Australian 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>1988</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>95 p.</extent>
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  <abstract>Sedimentation causes problems in rivers degradation or  aggradation , c logging of drainage systems and canals depending on  the flow and sediment characteristics. In urban drainage systems ,  water which carries sediment particles as well as garbages of  various sizes, can cause blocking of canals. These drainage  systems designed to convey or dispose water have experienced  siltation and clogging. The drainage capacity i s reduced to a  considerable degree due to the deposition of such sediments. One  way of cleaning this canal is by releasing s urges which will  agitate the deposited sediment into suspension and carries it  into the downstream as bed load or suspended load.  Graphical relationships are developed in t his study to  relate the volume of sediment transport with the isolated surge  and sediment characteristics and the number of flushes. The  study is confined to the use of a single representative size of  sediment of 0 .81 mm diameter and specific dimensions of the  initial sand pile as well as a specified constant head in the  upstream reservoir. The study provides the basis for further  experiments and analysis to be carried out to d eve l op more  generalize d relationships and to verify the results with  laboratory and field data.</abstract>
  <note>A thesis submitted in partial fulfilment of the  requirement for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1988</note>
  <subject authority="lcsh">
    <topic>Sediment transport</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-88-6</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=B18854</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B18854</url>
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