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  <titleInfo>
    <title>Simulation of a reservoir system with multiple objectives</title>
  </titleInfo>
  <name type="personal">
    <namePart>Leena Divakar</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Mary Regina F (Guide)</namePart>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">xx</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Tavanur</placeTerm>
    </place>
    <publisher>Department of Irrigation and Drainage Engineering, Kelappaji College of Agricultural Engineering and Technology</publisher>
    <dateIssued>2000</dateIssued>
    <dateIssued encoding="marc">9999</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">und</languageTerm>
  </language>
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    <form authority="marcform">print</form>
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  <abstract>During the past three decades, the application of the systems approach to 
reservoir management application has been established as one of the most important 
advances made in the field of water resources engineering. Water resources planning 
has become exceedingly complex and is bound to become even more complex in the 
future considering the various demands. Application of sophisticated techniques for 
scientific planning and utilisation of the limited available water resources has 
become highly necessary to meet the growing demands of various types of 
consumptive and non-consumptive needs. 
Though India has been endowed with plenty of rainfall, the distribution is 
uneven both in time and space. A reservoir system simulation model reproduces the 
hydrologic and in some cases economic performance of a reservoir system for given 
inflow and operating rules. 
A computer simulation model for a multipurpose reservoir system was 
developed and tested for Peechi reservoir of Kerala state in south India. The model 
was designed for monthly operation with historic inflow of 35 years. The model 
obtains the monthly releases for various uses. The monthly water requirements for 
different purposes like drinking, irrigation, pisciculture and recreation are taken as 
the target to be achieved by the model. Out of the different uses only irrigation 
demand had monthly variation and the rest were taken as constants along with the 
dead storage and the maximum capacity for opening of the shutters. The objective of 
the model is to minimise the deviations of the release from the targets for each 
demand. 
The model has been formulated with appropriate priorities, which satisfy the 
continuity and physical conditions of the system. The priorities of different water 
demands can be altered at any stage of the operation according to the changing 
needs of the region The program is written in Visual Basic-6.0 and the results gave 
 
the monthly releases and deficits of different demands. One advantage of the model 
is that even non technical decision makers can comprehend the results obtained 
from this. The efficiency of the model is such that the solution can be obtained in the 
quickest time possible and is very user friendly. 

</abstract>
  <note>MTech.</note>
  <classification authority="ddc">631.3 LEE/SI</classification>
  <identifier type="uri">http://krishikosh.egranth.ac.in/handle/1/5810036421</identifier>
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    <url>http://krishikosh.egranth.ac.in/handle/1/5810036421</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">140128</recordCreationDate>
    <recordChangeDate encoding="iso8601">20220830150819.0</recordChangeDate>
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