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  <titleInfo>
    <title>Interactions between dispersed growth and attached growth in activated sludge reactor</title>
  </titleInfo>
  <name type="personal">
    <namePart>Seo, G. T.</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>Samorn Muttamara</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Shin, Hang Sik</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of Japan</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>1986</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>104 p.</extent>
  </physicalDescription>
  <abstract>Laboratory scale experiments were conducted to investigate  the interactions between the attached and dispersed growth  microbial behaviors in activated sludge reactors with sludge  recycle. At a 10 d SRT, the performance of the attached growth  activated sludge process(AGASP) with various amounts of contact  media, such as 5%, 10%, and 20% of reactor volume, was  investigated by comparing its effectiveness to the conventional  one at various organic loadings of 0.81, 1.44, 2.01, and 3.18  kgCOD/m3. d.  AGASP showed more effectiveness than the conventional unit  (at 99% of significance level by the t-test). Oxygenation  parameters, a &amp; b in AGASP, were also obtained in the range of  0.3-0.5 for a and 0.004-0.054 for b, respectively. The kinetic  coefficients k , K., Y, and Kd. for AGASP were found using the  LAWRENCE and McCARTY's models and appeared to be in the range of  1-2 d-1, 20-50 mg/l, 0.4-0.8, and 0.14-0.22 d-1, respectively.  Computer simulation of the performance of AGASP was also  {u2022}  conducted using system dynamics simulation model(Attached-Dispersed growth Microbial Interaction Model, ADMIM). Even though  this model showed simple results with a little sensitivity,  better simulation of the performance of AGASP can be expected by  considering other important parameters of the system.</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>Sewage</topic>
    <topic>Purification</topic>
    <topic>Activated sludge process</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. EV-86-14</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=B19639</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19639</url>
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    <recordCreationDate encoding="marc">011298</recordCreationDate>
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