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  <titleInfo>
    <title>Membrane as air diffuser and solid/liquid separator in a bioreactor for domestic wastewater treatment</title>
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  <name type="personal">
    <namePart>Parameshwaran, Kathiravelu</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  <name type="personal">
    <namePart>Visvanathan, C.</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Eckhardt, Ing. Heinz</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Sompol Boonthanon</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Swedish International Development Cooperation Agency  (Sida)</namePart>
    <role>
      <roleTerm type="text">Scholarship donor</roleTerm>
    </role>
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  <originInfo>
    <place>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1997</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>126 leaves</extent>
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  <abstract>The possibility of using microfiltration hollow fiber membrane modules as air diffusers  and solid/liquid separator in an alternative cycle for activated sludge process treating domestic  wastewater was studied. The activated sludge system consist of anoxic and oxic zone for better  nitrogen removal. Two hollow fiber microfiltration modules with the pore size of 0.2 æm were  immersed in a 80 L oxic tank (.MBR) to effect the direct solid/liquid separation. Filtration and  high pressure air backwashing were employed in an alternative cycle to have improved flux  rate. Back washing of membrane with air in turn aerate the activated sludge in the reactor. By  doing so, distinct advantages of declogging of membranes as well as aerating reactor contents  were achieved simultaneously.  In a short term experimental runs, it was found membrane modules are better air  diffusers than stone air diffusers. It was also found that the increased back wash air pressure  lead to an improved flux rate.  In long term experiments, efficiency of membrane coupled bioreactor system at  different hydraulic retention times (HRT) of 15, 10, 6 and 3 hours were studied. Wastewater  was fed to the anoxic tank which in turn pass into the .MBR. Content of the .MBR was recycled  to anoxic tank to effect denitrification. The average IvfLSS concentration in the system was  varying between 12,000 to 14,000 mg/Land the sludge age in the .MBR was maintained at 50  days through out the study. Though the desired HRT could be maintained at 15, 10 and 6 h  with a moderate transmembrane pressure only ( &lt; 42 kPa) it was not possible in the case of 3  h. After two weeks operation in later case, stable HRT of 8.5 h at 96 kPa transmembrane  pressure, could be obtained.  Irrespective of the operating conditions, in all experiments COD, BOD, TKN and total  nitrogen removal of more than 95, 98, 95 and 80 % respectively were achieved. This study  establishes that using hollow fiber membrane capable of air backwashing to solid/liquid  separation will lead to a situation of aeration of mixed liquor and declogging of membrane  modules simultaneously, so conventional aerators can be eliminated. By using anoxic/oxic  system efficient total nitrogen removal also can be achieved.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Environment, Resources and Development</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1997</note>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
    <topic>Reverse osmosis process</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-97-32</title>
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      <namePart>Asian Institute of Technology.</namePart>
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