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  <titleInfo>
    <title>Treatment kinetics of septic tank - anaerobic upflow filter</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sutharkar, Kadiravelu</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>Watanabe, Yoshimasa</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Lohani, B.N.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Royal Natherlands 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>1981</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>65 leaves : ill.</extent>
  </physicalDescription>
  <abstract>This study was aimed at evaluating the performance of an integrated  system of septic tank and anaerobic upflow filter called the 'septic tank-  AUF' as an onsite domestic waste treatment alternative and to investigate  the effectiveness of the AUF in providing further treatment of the septic  tank effluent.  Two full-scale units employed in this study yielded more than 90%  removal efficiencies of TCaD, TSS, VSS and more than 75% scaD reduction  with respect to mean septic tank influent concentrations of about 1,600  mg/l TCaD, 1,250 mg/l TSS, 775 mg/l VSS and 340 mg/l SCaD, respectively,  at the system detention time (6SYS) of 4.5 days and a mean influent organic  loading of 0.5 kg CaD/m3/d. The AUFs yielded more than 60%, 40%, 70% and  65% reductions in TCaD, SCaD, TSS and VSS, respectively, for the correspon-  ding mean septic tank effluent concentrations of about 310 mg/l, 180 mg/l,  170 mg/l and 110 mg/l respectively. It was found that a 1 day 6AUF corres-  ponding to a hydraulic loading of 0.43 m3/m2/d was optimal for the AUF.  Mathematical relationships between J/A and So were established for the AUF  in terms of TcaD and scaD. Engineering application of this relationship  in terms of SCaD was presented in a graphical form as a guideline for· the  design of AUF.</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, 1981</note>
  <subject authority="lcsh">
    <topic>Septic tanks</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. EV-81-6</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=B21589</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B21589</url>
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    <recordCreationDate encoding="marc">271098</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260819085204.0</recordChangeDate>
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