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  <titleInfo>
    <title>Application of deep bed filtration in tertiary wastewater treatment</title>
  </titleInfo>
  <name type="personal">
    <namePart>Kamulyan, Budi</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Vigneswaran, Saravanamuthu</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>Mino, Takashi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The US-ASEAN Human Resources Development  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>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1990</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>88 p.</extent>
  </physicalDescription>
  <abstract>Deep bed filtration- has been used successfully as tertiary  wastewater treatment in some treatment plants. Several studies  have been conducted mainly with the conventional filter which  is equipped with the coagulation and sedimentation as  pretreatment facilities. The effectiveness of this filter was  studied mainly in reducing the suspended solids of the  secondary treatment plant effluent. Not much data is avail able  on the removal of biological parameters.  Semi  experiment.  dual - media  pilot-scale deep bed filter was used in the  Different types of filters like coarse medium ,  and declining rate filters were tested for their  applicability in treating secondary effluent. Experiments with  different operating conditions were carried out in order to  investigate its performance in terms of headless development ,  filter run length and removal of turbidity, suspended soli ds ,  COD, BOD, Phosphorus and TKN. The operating conditions included  coarse single- medium filtration of 0.84- 1.19 mm and 2.00-2 . 38  mm, dual -media consisting of anthracite of 1 . 41-1.68 mm in size  over sand of 0. 71 - 0.84 mm in size , constant and declining rate  filtration, with or without flocculant addition.  Comparative study with different operating conditions  indicated that dual -media filter with declining rate filtration  arrangement provided relatively long filter run and high  filtrate quality. This filter provided a filter run length of 5  hours and produced filtrate volume of 214 1, while the average  filtrate quality varied between 62 . 7% to 88.8% . In this  study, filtration with contact flocculation arrangement. was  used as single step treatment which will reduce the capital  cost significantly although operating cost may be little higher  due to short filter run. The mobile bed filter will solve this  problem of frequent washing.</abstract>
  <note>A Thesis submitted in partial fulfillment of the requirements  for t he 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>Filtration</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-90-10</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=B18363</identifier>
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