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  <titleInfo>
    <title>Combined operation of fuse dike and service spillway</title>
  </titleInfo>
  <name type="personal">
    <namePart>Watchara Hemruchatanun</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prida Thimakorn</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Gupta, Ashim Das</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Kumar, Devendra</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>US-ASEAN</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>1983</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>69 p.</extent>
  </physicalDescription>
  <abstract>An investigation was carried out to determine the optimum operation of the service spillway of Chiew Larn Dam in order to maintain both the maximum surcharge and the limiting high water level in the reservoir as controlled by the height of the fuse dike. Utilizing the head-discharge relationship from both  the service spillway and the emergency spillway , reservoir routing for various inflow design floods was carried out from a number of combinations of spillway gate opening . The results obtained yield a number of combination of rises of  the water level and t he outflow discharge. It was found that by means of introducing the maximum normal high water level as the starting point a nd allowing the gates to be opened gradually , the increases of the outflow discharges at the early  stage of operation is gradual when compare it with the cases of fixed gate opening or step opening.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1983</note>
  <subject authority="lcsh">
    <topic>Spillways</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Chiew Larn Dam</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-84-8</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B21024</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B21024</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">180598</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817173155.0</recordChangeDate>
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