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  <titleInfo>
    <title>Anaerobic lagoon treatment of septage</title>
  </titleInfo>
  <name type="personal">
    <namePart>Liu, Cheng-liang</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>Fude, I.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Hanaki, K.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>ROC Government</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>1986</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>72 p.</extent>
  </physicalDescription>
  <abstract>Pilot and laboratory scale experiments were carried out  under ambient conditions to investigate the design criteria for  septage anaerobic lagoon systems.  Septage was fed manually to the anaerobic lagoons using  hydraulic detention times of 1, 3, 5, 10, 20 days.  The performance of the lagoons in terms of the physical,  chemical and biological characteristics of the effluent obtained  were evaluated. The experimental results revealed that an 87 %  COD (89 % BOD) removal efficiency at the volumetric loading about  3720 kg COD/1000m3{u2022} d could be achieved.  </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 lagoons</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-86-15</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=B19640</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19640</url>
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    <recordCreationDate encoding="marc">070920</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260817162229.0</recordChangeDate>
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