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  <titleInfo>
    <title>Advanced primary treatment of a domestic wastewater with polymer technology</title>
  </titleInfo>
  <name type="personal">
    <namePart>Okui, Hiroyuki</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Chongrak Polprasert</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Mino, Takashi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Zhuang, Ya-Hui</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Tokyu Co nstruct ion Company Ltd</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>1991</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>86 p.</extent>
  </physicalDescription>
  <abstract>Chemically enhanced primary treatment using ferric chloride  in conjunction with cationic polymer (CAT-FLOC-CL) and anionic  polymer (R-300) was tested for the treatment of AIT wastewater  based on pilot-plant experiments. The appropriate dosages (ferric chloride = 40 mg/l, CAT-FLOC CL = 10 mg/l, R-300 = 1 mg/l) was  determined by jar tests, considering the effect of each chemical  on the charge neutralization. In pilot-plant experiments,  maximum removal efficiencies of 71%, 57%, 65%, 78% for total COD, soluble COD, SS and total phosphate, respectively, were observed  for the AIT wastewater. However, these removal efficiencies were  affected by flowrate and influent characteristics. The dewater-ability of sludge produced was examined by the measurement of  sludge resistance and capillary suction time. The better dewater-ability was obtainable by the chemical addition when compared to  the conventional primary sludge.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements  for the degree of Master of Engineering</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1991</note>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Polymers and polymerization</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-91-14</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=B17404</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17404</url>
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    <recordCreationDate encoding="marc">170399</recordCreationDate>
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