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  <titleInfo>
    <title>Effects of inoculum sources on UASB reactors treating a low strength wastewater</title>
  </titleInfo>
  <name type="personal">
    <namePart>Gnanadipathy, Anil</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>Verink, Johan</namePart>
    <role>
      <roleTerm type="text">Co-Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Harada, Hideki</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Deutscher Akademischer Austauschdienst (German Academic Exchange Service)</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
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  <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>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>100 p.</extent>
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  <abstract>Laboratory scale experiments were carried out to study the feasibility of  employing upflow anaerobk sludge blanket (UASB) reactors to treat domestic and  relatively low strength wastewater. Four 30- 1 UASB reactors, each with a 0.15 m  inner diameter and 2m height, were used in this study which was conducted at an  average ambient temperature of 30°C. Three reactors were inoculated with different  types of seed sludge, namely: sludge from a facultative waste stabilization pond,  anaerobically digested sewage sludge, and anaerobic sludge from a distillery  wastewater treatment plant. The fourth reactor was started without inoculum and  was studied for possible self inoculation. The AIT wastewater was mixed with a  stock glucose solution to increase the influent COD concentrations to about 600  mg/l.  All four reactors were started with a hydraulic retention time (HRT) of 24 h  and this HRT was later reduced to 12, 6 and 3 h, consecutively, corresponding to  organic loading rates (OLR) of 0.6, 1. 2, 2.4 and 4.8 kg COD/(m3.d), respectively.  After about 2 months of operation, all four reactors were able to remove approximately  90% of con supplied. Scanning electron microscopic (SEM) examination of the sludge  found the presence of Methanothrix bacteria to be predominant. Granulation process  was not complete after 130 days of reactor operation; flocculent sludge was observed  in the reactors. The experimental results obtained have suggested a technical feasibility of  employing UASB reactors to treat domestic wastewaters.</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>
    <topic>Activated sludge process</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-91-19</title>
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      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B17410</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17410</url>
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    <recordCreationDate encoding="marc">170399</recordCreationDate>
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