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  <titleInfo>
    <title>Treatment of phenolic wastewater in Attached-Growth Waste Stabilization Ponds ( AGWSP)</title>
  </titleInfo>
  <name type="personal">
    <namePart>Saranpong Sookhakich</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>Tran, Francis</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tanaka, Shuzo</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of Federal Republic of  Germany (DAAD)</namePart>
  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <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>1992</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>66 p.</extent>
  </physicalDescription>
  <abstract>Laboratory-s cale and pilot-scale study was conducted to evaluate the  efficiencies of AGWSP (Attache d-growth waste stabilization ponds) in  treating a phenolic wastewate r. Experimental results obtained i n the  l aboratory-scale units r eveal ed that the AGWSP fed with influent phenol  concentrations of 500-2000 mg/L had their SCOD and phenol r emoval  e ffi c i encie s decreased wi th increas ing phenol concentration. At the  influent phenol concentration of 500 mg/L, corresponding to the organic  loading r a t e (OLR) of 180 kgCOD/(ha . d), the SCOD and phenol removal  e ffi ciencies were 94. 2 and 99. 7%, respectively. At the influent phenol  concentrations of 1000 , 1500 and 2000 mg/L (corresponding to OLR of 360 ,  540 and 720 kgCOD/(ha . d)), the SCOD and phenol removal efficiencies were  50.8 and 50.5, 45.4 and 45.5, and 27.9 and 28 . 0%, respectively. The  pilot-scal e AGWSP s hock-loaded with 500 mg/L of phenol could recover to  i ts norma l pe r fo rmance in wit hin 13 days a fter the phenol dos age .  The AGWSP uni ts we re observed to have excessive bi of ilm growth on  the a ttac hed-growt h media after about 2 month of operation . The attac hed gr owth media s hould be c l eaned pe riodically to ensure maximum treatment  efficiency of the AGWSP units .</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, 1992</note>
  <subject authority="lcsh">
    <topic>Sewage lagoons</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
    <topic>Phenol removal</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-92-22</title>
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    <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=B16841</identifier>
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    <url displayLabel="Full-Text"> http://203.159.5.9/ait-thesis/detail.php?q=B16841</url>
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    <recordCreationDate encoding="marc">170399</recordCreationDate>
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