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  <titleInfo>
    <title>Application of microfiltration with backflush technique in water treatment</title>
  </titleInfo>
  <name type="personal">
    <namePart>Chen, Dar Wen</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Vigneswaran, Saravanamuthu</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Chongrak Polprasert</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tran, Francis T.</namePart>
    <role>
      <roleTerm type="text">Examintion Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Li, Kim Sun</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Republic of China</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>1990</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>122 p.</extent>
  </physicalDescription>
  <abstract>Detailed experimental studies on backflush technique in  crossflow microfiltration is reported. Experiments were conducted  at varying backflush frequency and duration and different nature  of different suspension. The 1 min. of backflush frequency and 5  sec. of backflush duration were found to be optimum a nd this  improved the flux by 200% in the case of Kaolin clay suspension.  The application of various of filtration laws proposed by  Hermans and Bredee to describe the standard blocking model a nd  cake filtration model were verified. From the study conducted in  the Kaolin clay and colloids suspension, it was found that no  single mechanism was sufficient to describe clogging.  The pretreatment of flocculation by alum for prior particle  size enlargement was found to improve microfiltration performance  significantly.  The suitability of crossflow microfiltration with backflush  technique for the treatment of natural water and filter back wash  wastewater were also studied. The periodic backflush technique  applied once in 1 min. for 5 sec. duration was found to be  optimum. the flux increase was 250% and 148% for natural water  and filter back wash wastewater, respective l y , with backflush  technique compared to those without backflush technique.</abstract>
  <note>A thesis 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, 1990</note>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
    <topic>Filtration</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-90-6</title>
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    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B18357</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B18357</url>
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    <recordCreationDate encoding="marc">150399</recordCreationDate>
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