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  <titleInfo>
    <title>Reliability analysis of water supply systems integrated with treatment plant</title>
  </titleInfo>
  <name type="personal">
    <namePart>Chen, Hao-jung</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Fujiwara, Okitsugu</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Saeed, Khalid</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tanaka, Shuzo</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Bes Engineering Corporation</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1991</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
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    <extent>44 p.</extent>
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  <abstract>This study proposes an approach to evaluate reliability of a  water supply system consisting of water source, water treatment  plant , ground-level clear water storage , distribution pumping  station, a nd a lumped demand node in series. The following  stochastic factors are taken into account : influent water quality  variation , pump failure and repair, a nd demand fluctuations. The  expected unserved demand is used to measure the system reliability.  The problem considered is that to find t h e optimal production rate  of the treatment plant at each period so that the expected unserved  demand is minimized throughout the finite time horizon . Under the  restriction of the effluent water quality standard, the maximum  plant flow is obtained using a computer software for a given  influent water quality pattern. The semi-Markov process is assumed  for the fluctuation of influent raw water quality pattern. For each  influent water quality steady state , the treatment- storage-demand  configuration is formulated using dynamic programming to compute  the minimum expected unserved demand considering pump failure and  repair , and demand variation.</abstract>
  <note>A thesis study 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, 1991</note>
  <subject authority="lcsh">
    <topic>Municipal water supply</topic>
    <topic>Mathematical models</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. IE-91-7</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=B17654</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17654</url>
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