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  <titleInfo>
    <title>Ammonia-nitrogen removal in water hyacinth-gravel system</title>
  </titleInfo>
  <name type="personal">
    <namePart>Montalbo, Andrew T.</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>Samorn Muttamara</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="corporate">
    <namePart>Government of France</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>1989</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>85 p.</extent>
  </physicalDescription>
  <abstract>Improvement of the existing water hyacinth system by adding  gravel media to remove NH3-N ·from the wastewater was evaluated in  this study. The gravel was laid at the bot tom of the tank to  provide support to the growth of denitrifying bacteria. Vertical  baffles were constructed between width of the tank to avoid flow  short circuiting . The system is termed hereafter as water  hyacinth- gravel system. The study was conducted in three modes  of operation.  The mode 1 operation compared the treatment efficiencies of  water hyacinth- gravel system with the water hyacinth system  without gravel. The results obtained showed that 89.7% of NH3-N  was removed in the water hyacinth- gravel system compared to 71.3%  in the water-hyacinth system without gravel at the 20 d hydraulic  retention time (HRT) . Other water quality parameters were also  monitored which showed in a better performance of the water  hyacinth-gravel system in treating wastewater than the existing  water hyacinth system without gravel.  In the mode 2 operation, the water hyacinth-gravel system  was operated with effluent recycle. The system with effluent  recycle had NH3 -N removal of 48. 496 compared to the the system  without recycle which had 34 . 8% of NH3 -N removal.  The mode 3 operation determined the effects of increasing  the tank length by connecting the 2 water hyacinth-gravel tanks  in series. It was found out that about 70% of Nff3-N was removed  in the second tank compared to 25% in the first tank at the 5 d  HRT. This suggests that nitrification/denitrification occurred  effectively in the second tank.  Over-all , water hyacinth- gravel system was found to be  better in removing NH3 - N than the water hyacinth system without  gravel.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirement  for the degree of Master of Engineering, School of Environment, Resources and Development</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1989</note>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
    <topic>Nitrogen removal</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. EV-89-16</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=B18015</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B18015</url>
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    <recordCreationDate encoding="marc">120399</recordCreationDate>
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