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  <titleInfo>
    <title>Response of attached-growth waste stabilization ponds to shock loadings</title>
  </titleInfo>
  <name type="personal">
    <namePart>Kugaprasatham, Sivapragasam</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>Vigneswaran, Saravanamuthu</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Shin, H. S.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>DAAD, The Government of the Federal  Republic of Germany</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>1987</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>63 p.</extent>
  </physicalDescription>
  <abstract>Attached-growth waste stabilization ponds (AGWSP) are a  modification of waste stabilization ponds (WSP), having inert media  installed inside the pond water for attached-biomass growth.  Stability of AGWSP and WSP when subjected to organic and toxic (cadmium  chloride) shock loadings was investigated using laboratory-scale units  fed with synthetic waste water and operated at a hydraulic retention time  (8) of 5 days.  AGWSP showed better performance during transient periods when  subjected to shock and increased loadings such as from 100 to 300, 100  to 500 and 50 to 300 kg COD/ (ha. d) . Shock loading of 50 to 300 kg  COD/(ha .d) caused a maximum COD (filtered) of 167.4 mg/Lin the effluent,  which was higher than a maximum COD (filtered) of 116.9 mg/L in the  effluent when a lower magnitude of such as from 100 to 300 kg COD/(ha.d)  was applied. A tank-in-series model was applied to predict the pond  responses due to shock loadings. A shock loading of 300 kg COD/(ha.d)  for one day duration was found to have little effect on the AGWSP  performance when being operated initially at 50 kg COD/(ha .d).  Cadmium shock loadings at 5, 10, 20 mg / L, applied for one day, was  found to have little effects on the COD removal of both AGWSP and WSP.  Physical and chemical characteristics of the pond environment were  considered to be responsible for cadmium removal. AGWSP was more  effective in cadmium removal at 5 and 10 mg/L cadmium shock loads, but  at the 20 mg/L cadmium shock load , both ponds behaved similarly. Peak  effluent cadmium concentrations did not exceed 1.6 mg/L at all shock  loadings. </abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1987</note>
  <subject authority="lcsh">
    <topic>Sewage lagoons</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-87-14</title>
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      <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=B19233</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19233</url>
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    <recordCreationDate encoding="marc">011298</recordCreationDate>
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