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  <titleInfo>
    <title>Optimization of looped water distribution system</title>
  </titleInfo>
  <name type="personal">
    <namePart>Rahman, Aminur</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>Clarke Harry R.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Orth, Hermann M.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Royal Belgium Government</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <genre authority="marc">technical report</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1984</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>22, (12) p</extent>
  </physicalDescription>
  <abstract>The problem of selecting the economically optimal pipe  diameters in a looped water distribution system is formulated as a linear programming by Lai and Schaake (9) for a given set of node heads.  Later Quindry et al.. (10) proposed a method that a given set of node heads can be modified to obtain an improved cost by determining the direction in which the node heads should be modified.  The present study improves and clarifies this idea by  suggesting a systematic way of selecting stepsize in the descent  direction and. stopping criterion for the iterative  process of  modifying the node beads and thus always guarantees a local  optimal solution. The algorithm is tested on two test problems  and considerable improvement to initial solution is achieved</abstract>
  <note>A research study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Research Studies Project Report (M. Eng.) - Asian Institute of Technology, 1984</note>
  <subject authority="lcsh">
    <topic>Water</topic>
    <topic>Distribution</topic>
    <topic>Mathematical models</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Research studies project report ; no. IE-84-14</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=B20748</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B20748</url>
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    <recordCreationDate encoding="marc">121095</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818170828.0</recordChangeDate>
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