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  <titleInfo>
    <title>Shoreline change at the Nanakita river-mouth</title>
  </titleInfo>
  <name type="personal">
    <namePart>Eko Budi Santoso</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tanaka, Hitoshi</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>Tawatchai Tingsanchali</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of Australia</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>1992</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>90 leaves</extent>
  </physicalDescription>
  <abstract>A simulation model is developed to predict the daily change of the width of river mouth. The basic equation is the equation of continuity with the assumptions that the river and  tidal discharges flushing sediments out from the river-mouth and that the wave induced current  bringing sediments into the river.  The equation of continuity is reduced to a simplified equation to predict the change  of width of the river-mouth width, by introducing two coefficients of sediment transport. One  for the sediment transport due to discharges and the other due to wave induced currents.  The value of the coefficients are determined so as to minimize the discrepancy between .  measured and calculated results.</abstract>
  <note>A thesis submitted in partial fulfilment of the requirements for the degree of Master of  Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1992</note>
  <subject authority="lcsh">
    <topic>Coast changes</topic>
    <topic>Japan</topic>
    <topic>Nanakita River</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-92-7</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=B17254</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17254</url>
  </location>
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    <recordCreationDate encoding="marc">160698</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818213931.0</recordChangeDate>
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