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  <titleInfo>
    <title>Prediction of salt water concentration at Chao Phya estuaries</title>
  </titleInfo>
  <name type="personal">
    <namePart>Witaya Chongchareon</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Arbhabhirama Anat</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Nishimura, Hitoshi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prida Thimakorn</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Keidanren Foundation and  the Asian Institute of Technology</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>1975</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
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    <extent>52 p.</extent>
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  <abstract>The M.I,T. Transient Salinity . Intrusion Model was used for  the prediction of salinity distribution in the Chao Phya Estuary. The model is formulated in finite-difference terms using the one dimensional, tidal time, variable area equations of continuity, longitudinal momentum and conservation of salt. The tidal dynamics  equations were solved by explicit scheme while the salt balance  equation was solved by implicit scheme. For a given set of initial  and boundary conditions, the instantaneous tidal motion and salinity distribution can be obtained throughout any specified number of  tidal periods. The effect of boundary conditions was discussed and the  schematization of Chao Phya Estuary from river mouth up to 116 kilometers upstream was presented. The model was calibrated by adjusting the Manning roughness coefficient. The calibrated Manning  roughness coefficient was then used to predict the transient salinity distribution from the mathematical model for three periods each of which having 32 tidal cycles. Records of fresh water inflows, salinity and water surface profiles at the entrance were used as the inputs to the model during the transient runs. The predicted and observed salinity distributions were in good agreement. Finally, the maximum salinity distributions along the estuary at various regulated fresh water discharges were also presented for the purpose of salt water intrusion control. </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, 1975</note>
  <subject authority="lcsh">
    <topic>Saline water conversion</topic>
    <topic>Chao Phya River</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Estuaries</topic>
    <topic>Chao Phya River</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. 738</title>
    </titleInfo>
    <name type="corporate">
      <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=B23992</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B23992</url>
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    <recordCreationDate encoding="marc">070198</recordCreationDate>
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