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  <titleInfo>
    <title>Developing modified multi-soil layer-based constructed wetlands for the treatment of septic tank effluent</title>
  </titleInfo>
  <name type="personal">
    <namePart>Le Gia Ky</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Thammarat Kootattep</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ekbordin Winijkul</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tatchai Pussayanavin</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>AITCV Silver Anniversary Scholarships</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>AIT Fellowship</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">Pathum Thani, Thailand</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2021</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>69 leaves : ill.+ 1 online reource</extent>
  </physicalDescription>
  <abstract>While on-site treatments for black water was unable to have effluent quality that meet the  standard discharge, constructed wetlands was considered as secondary treatment due to its  advantages on operation cost and removal efficiency. Combining the multi-soil-layer system  with constructed wetland would improve its performance in various aspects such as land area  requirement, hydraulic retention time (HRT), etc. Moreover, another important advantage of  multi-soil-layer system based constructed wetland (MSL-CW) is its flexibility. This research  focused on developing two customized MSL-CWs to improve model{u2019}s performance on some  specific parameter. In the first MSL-CW (reactor 2), iron slag was added in soil-mixed block  (SMB) to have composition of lateritic soil (70%), sawdust (10 %), iron slag (10%) and  charcoal (10 %). The main purpose of adding iron slag was improving Phosphorus removal.  In second MSL-CW (reactor 3), SMB composition was Lateritic soil (70%), sawdust (15 %)  and charcoal (15 %) but a 7cm soil layer was added on the top of reactor. The addition soil  layer could enhance the microbial community on the surface of MSL-CW and plant growth  potentially. The models were operated in 3 different retention time (36h, 24h and 12h). The  results showed were high TSS removal rates of three reactors from the start (&gt;99%) but still  reactor 3 had slightly better efficient removal. Reactor 3 effluent also had the lowest  concentration in both TCOD and SCOD at any HRT. Similar pattern was showed with BOD5 treatment, reactor 3 consistently had highest removal efficiencies. For TKN and NH3-N,  Zeolite layer and its ion-exchange mechanism to remove ammonium ion made reactor 2 had  the lowest concentration of all reactors regardless HRT. Moreover, a notable improvement  in phosphorus removal in reactor 2 indicated that adding iron in SMB can promote  phosphorus assimilation. One-way ANOVA results also confirmed the advantages of these  modified MSL-CWs as the results showed the significant differences in all reaction rates at  any HRT. Kinetic model validation test demonstrated that both TCOD and TKN removal  follow first order kinetic in all three reactors while TP removal in reactor 2 and reactor 3 did  not approach first order kinetic.  </abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Environmental Engineering and Management, School of Environment, Resources and Development</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 2021</note>
  <subject authority="lcsh">
    <topic>Septic tanks</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Wetlands</topic>
    <topic>Design and construction</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. EV-21-27</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=B20495</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B20495</url>
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  <recordInfo>
    <recordCreationDate encoding="marc">240306</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818090517.0</recordChangeDate>
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