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  <titleInfo>
    <title>Experimental study on transient interface in unconfined coastal aquifer</title>
  </titleInfo>
  <name type="personal">
    <namePart>Titus, Jovan Soosaipillai</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Gupta, Ashim Das</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Suphat Vongvisessomjai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Jensen, Niels Einar</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of Netherlands</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>1989</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
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    <extent>102 p.</extent>
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  <abstract>Study on the transient interface phenomenon in coastal aquifers  needs the solution of non linear partial differential equations . The  transient phenomenon is due to changes in fresh water flow rate as well  as due to tidal action . The changes in flow rate can be from natural  process or by man induced pumping. Also when pumping is introduced in the  intruded region, interface upcones in the vicinity of pumping. Transient  movement of interface with upcoming under pumping condition is investigated based on experimental observation.  A semi-empirical equation based on Ghyben-Herzberg (G-H) assumption  describing the interface movement during pumping in a phreatic coastal  aquifer is presented. The effect of pumping in the system considered,  is incorporated in t he mode l in terms of t he depth of the interface below  the mean sea l eve l (MSL) and as t he boundary condition at the pumping  location . Experiments we re carried out in a vertical Hele-Shaw model at  different operating conditions to obtain the boundary condition at the  pumping location and at the outflow face. The additional length of intrusion obtained using these boundary conditions have been compared with  the intrusion length obtained from the experiments.  The profile of the interface at different times is obtained by  solving the continuity equation for fresh water flow in t he intruded zone,  using the boundary conditions obtained from the experimental studies and  the computed profiles are then compared with the experimental ones .  Finally from the experimental results, relationships in non-dimensional  forms for t he interface position below the MSL at the pumping location  at any time and time of depletion of storage are obtained in terms of t he  other relevant parameters are provided.</abstract>
  <note>A thesis 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, 1989</note>
  <subject authority="lcsh">
    <topic>Aquifers</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-89-24</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=B17812</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17812</url>
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    <recordCreationDate encoding="marc">100698</recordCreationDate>
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