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  <titleInfo>
    <title>Municipal wastewater treatment using constructed wetland</title>
    <subTitle>removal of chemical oxygen demand (COD) and total suspended solid (TSS)</subTitle>
  </titleInfo>
  <titleInfo type="alternative">
    <title>Municipal wastewater treatment using constructed wetland</title>
    <subTitle>removal of chemical oxygen demand (COD) and total suspended solid (TSS)</subTitle>
  </titleInfo>
  <name type="personal">
    <namePart>Muhammad Hanafi Ahmad</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">theses</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">my</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Kuantan, Pahang</placeTerm>
    </place>
    <publisher>UMP</publisher>
    <dateIssued>2009</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <form authority="gmd">computer file</form>
    <extent>42 p. : ill. ; 30 cm. + 1 computer disc</extent>
  </physicalDescription>
  <abstract>The  lab-scale of surface  flow constructed wetland  (SF) was applied  to  treat municipal wastewater  for  removal of Chemical Oxygen Demand  (COD) and Total Suspended  Solid  (TSS).  The aim  of  this  study  was  to  determine  the  percentage removal of Chemical Oxygen Demand (COD) and Total Suspended Solid (TSS) at different concentration of wastewater and at different number of treatment cycle by using  constructed  wetland  treatment  system.  Two  different  concentration  of  wastewater were used which  is diluted wastewater and non diluted wastewater and the treatment system was run for 10 days of treatment. The sample also treated with one  treatment  cycle  and  two  treatment  cycles.  For  the  purpose  of  this  study,  the treatment  system consists of 4  stages of  treatment and  it  took 10 days  to complete one cycle  treatment, while  for  two cycle  treatment  it  took 20 days. The 1st and 3rd stage is treated by gravel, while 2nd and 4th stage is treated by Pistia stratioes. From result  obtained,  it  shows  that  treatment  system  with  diluted  wastewater  by  two treatment cycle was more efficient and gave the highest percentage removal of COD  (92.5%) and TSS (91.4%), while DO level increased by 120%. Hence, the removal of COD and TSS complied with  the  requirement of  the  sewage effluents  standard. Results  from  this  study indicate  that  the  Surface  Flow  Constructed  Wetland  is suitable and can be develops as one of the technology treatment system in the future.-Author-</abstract>
  <targetAudience authority="marctarget">specialized</targetAudience>
  <note type="statement of responsibility">Muhammad Hanafi Ahmad</note>
  <note>Project paper (Bachelor of Chemical Engineering (Biotechnology)) -- Universiti Malaysia Pahang - 2009</note>
  <note>Bibliography : p. 34-36</note>
  <subject authority="lcsh">
    <topic>Sewage</topic>
    <topic>Purification</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Constructed wetlands</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Water</topic>
    <topic>Biological treatment</topic>
  </subject>
  <identifier type="isbn">THE0003257(Local)</identifier>
  <recordInfo>
    <recordContentSource authority="marcorg">UMP</recordContentSource>
    <recordCreationDate encoding="marc">100204</recordCreationDate>
    <recordChangeDate encoding="iso8601">20251114204455.0</recordChangeDate>
    <recordIdentifier source="KUKTEM">vtls000045079</recordIdentifier>
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