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  <titleInfo>
    <nonSort>An </nonSort>
    <title>experimental investigation of mechanism and operating conditions of multi stage reversing flow bioreactor in treating domestic wastewater</title>
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  <name type="personal">
    <namePart>Arora, Sanjay</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  <name type="personal">
    <namePart>Mino, Takashi</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Chongrak Polprasert</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Verink, Johan</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Harada, Hideki</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Royal Norwegian Government (Norade Scholarship)</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>
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      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1990</dateIssued>
    <issuance>continuing</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>107 p.</extent>
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  <abstract>Multi Stage Reversing Flow Bioreactor (MRB) uses new  biological interaction among sulfur bacteria for organic substrate  removal under biological environments different from aerobic and  anaerobic. The biological interaction between sulfate reducing bacteria  and sulfide oxidising bacteria is responsible for COD and SS removal from  wastewater.  An experimental study to determine mechanism and operating  conditions of MRB was carried out. Batch experiment and  microscopic observations were taken to support the mechanism of MRB.  Performance of MRB under three different hydraulic conditions was studied  and effect of organic loading and wastewater recycle was also studied.  Organic substrate removal was due to aerobic metabolism in aeration  vessels and due to sulfur metabolism in biological vessels. Only  about 1% of total COD removal was due to methanogenesis in  biological vessels and assimilation of sulfur microorganisms was the  main mechanism responsible for COD removal . Yield coefficient of  MRB process was found to vary between 0.1-0 .2.  At flow rate of 0.78 l/min (upflow velocity 73 m/day) 85-90 % of  COD removal efficiency was achieved and effluent SS was between 15-20  mg/l. At flow rate of 1.17 l/min (upflow velocity 109 m/day) , without  recycle 70-80 % of COD removal efficiency was obtained and SS was  between 30-40 mg/l. However with recycling of wastewater 84- 88 %  of COD removal efficiency was achieved even at a flow rate of 1.17 l / min. </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, 1990</note>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
    <topic>Biological treatment</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-90-21</title>
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      <namePart>Asian Institute of Technology.</namePart>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B18374</identifier>
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