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  <titleInfo>
    <title>Activated sludge process with bioaugmentation</title>
  </titleInfo>
  <name type="personal">
    <namePart>Suyanee Nachaiyasit</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Samorn Muttamara</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Hum, Ke Siong</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>Australian Government</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>1987</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>50 p.</extent>
  </physicalDescription>
  <abstract>Prominent record of bioaugmentation technique in wastewater treat ment technology made this study to launch out. LLMO was the mixed culture  bacteria used in this study . Due to the limitation of the system used,  stringent conditions were faced in testing LLMO ability. Under the  loadings of 1. 3 and 1. 9 mg COD/mg MLSS. d whence MLSS equal ed to 3 and 2  g/l respectively including reduced aeration at the on-off aeration cycl ing period equaled to 2 h, no significant difference in COD r emoval ef ficiency between the LLMO enhanc ed system and control were observed. When  the on-off aeration cycling period extended to 3 h, excessive bulking  occurred within 3 days.  In case of shock loading study only the condition at the on-off  aeration cycling period equaled to 2 h and 100% increase of influent flow  rate were runned leading to excessive bulking occurring within 5-7 day. </abstract>
  <note>A thesis submitted in partial fulfilment of the requirements for the degree of Master of Science, School of Environment, Resources and Development</note>
  <note>Thesis (M.Sc.) - Asian Institute of Technology, 1987</note>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
    <topic>Activated sludge process</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. EV-87-20</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B19243</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19243</url>
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    <recordCreationDate encoding="marc">011298</recordCreationDate>
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