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  <titleInfo>
    <title>Solution for seepage and percolation in paddy fields using finite difference techniques</title>
  </titleInfo>
  <name type="personal">
    <namePart>Kalita, Prasanta Kumar</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Rahman, Md. Ataur</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>Nielsen, Jens Moller</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Royal Government Of the Netherlands</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>1986</dateIssued>
    <issuance>continuing</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>89 p.</extent>
  </physicalDescription>
  <abstract>In some South-East Asian countries where farm sizes are small, a  large amount of irrigation water is lost from the paddy fields into surrounding fallow fields through the bunds. The magnitude of both lateral  loss known as seepage and vertical loss known as percolation are to be  accurately determined for better management of irrigation water. An attempt was made in this study to determine the magnitude of seepage and  percolation separately in paddy field condition with variable water table  and ponding water depths for different soil textures. For this purpose,  the two dimensional steady seepage equation was converted into finite  difference expression and the solution was obtained by relaxation technique. A computer program was developed to fit all the boundary conditions  and to compute the final improved potentials by the process of iterations.  Darcy's law was applied to calculate seepage and percolation from the  improved potentials . It was observed that seepage and percolation increased with deeper water table, higher ponding depth and higher value  of hydraulic conductivity of the soil . The findings of this model conform  to observations done by field experiments.</abstract>
  <note>A research study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Development</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1986</note>
  <subject authority="lcsh">
    <topic>Soil percolation</topic>
    <topic>Mathematical models</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Seepage</topic>
    <topic>Mathematical models</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. AE-86-04</title>
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    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B19566</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19566</url>
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