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  <titleInfo>
    <title>Design of the Sunkosi-Kamala interbasin diversion and reservoir project</title>
  </titleInfo>
  <name type="personal">
    <namePart>Shrestha, Ajaya Lall</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Paudyal, Guna N.</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Harboe, Ricardo</namePart>
    <role>
      <roleTerm type="text">Co-Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Gupta, Ashim Das</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Canadian International Development Agency</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>1991</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>68 p.</extent>
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  <abstract>This study is concerned with the optimal design of the main  components of an integrated interbasin diversion-reservoir scheme .  Generally, interbasin deversion schemes are costly investments. In  addition to the conventional cost-benefit analysis, the optimal  design of such a system is guided by the reservoir operation policy  to be adopted. It is important that future operation policy be  studied at the planning stage.  A deterministic dynamic programming model has been used to  derive the optimal reservoir operation policy using historical  monthly inflow sequences. The historical sequences which include  the critical flow periods are used as deterministic input. The  critical periods influence the system reliability and the  vulnerability. At the planning stage of the scheme, the model  provides tentative sizes of the scheme's components.  The model has been applied in generating alternative sizes of  the scheme with different priority levels to irrigation and energy  generation . The model used in this study can be generalized to the  analysis of the scheme having several objectives.  A multi objective compromise programming model has been used to  determine the most preferred scheme among several alternatives. The  flexibility of the model provides an option to the decision maker  in arriving at appropriate choices of the weights and parameters.  Sensitivity analysis for compromise programming have been carried  out .</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, 1991</note>
  <subject authority="lcsh">
    <topic>Reservoirs</topic>
    <topic>Nepal</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Dynamic programming</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-91-20</title>
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    <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=B17761</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17761</url>
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    <recordCreationDate encoding="marc">150698</recordCreationDate>
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