<?xml version="1.0"?>
<Articles JournalTitle="Iranian Journal of Public Health">
  <Article>
    <Journal>
      <PublisherName>Tehran University of Medical Sciences</PublisherName>
      <JournalTitle>Iranian Journal of Public Health</JournalTitle>
      <Issn>2251-6085</Issn>
      <Volume>39</Volume>
      <Issue>2</Issue>
      <PubDate PubStatus="epublish">
        <Year>2010</Year>
        <Month>06</Month>
        <Day>15</Day>
      </PubDate>
    </Journal>
    <title locale="en_US">Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process</title>
    <FirstPage>7</FirstPage>
    <LastPage>12</LastPage>
    <AuthorList>
      <Author>
        <FirstName>AR</FirstName>
        <LastName>Mesdaghinia</LastName>
        <affiliation locale="en_US"></affiliation>
      </Author>
      <Author>
        <FirstName>AH</FirstName>
        <LastName>Mahvi</LastName>
        <affiliation locale="en_US"></affiliation>
      </Author>
      <Author>
        <FirstName>R</FirstName>
        <LastName>Saeedi</LastName>
        <affiliation locale="en_US"></affiliation>
      </Author>
      <Author>
        <FirstName>H</FirstName>
        <LastName>Pishrafti</LastName>
        <affiliation locale="en_US"></affiliation>
      </Author>
    </AuthorList>
    <History>
      <PubDate PubStatus="received">
        <Year>2015</Year>
        <Month>10</Month>
        <Day>03</Day>
      </PubDate>
    </History>
    <abstract locale="en_US">Background: A new biological domestic wastewater treatment process, which has been presented these days in activated sludge modification, is Upflow Sludge Blanket Filtration (USBF). This process is aerobic and acts by using a sludge blanket in the separator of sedimentation tank. All biological flocs and suspended solids, which are presented in the aeration basin, pas through this blanket. The performance of a single stage USBF process for treatment of domestic wastewater was studied in laboratory scale.
Methods: The pilot of USBF has been made from fiberglass and the main electromechanical equipments consisted of an air com&#xAD;pressor, a mixing device and two pumps for sludge return and wastewater injection. The wastewater samples used for the experiments were prepared synthetically to have qualitative characteristics similar to a typical domestic wastewater (COD= 277 mg/l, BOD5= 250 mg/l and TSS= 1 mg/l).
Results: On the average, the treatment system was capable to remove 82.2% of the BOD5 and 85.7% of COD in 6 h hydraulic re&#xAD;tention time (HRT). At 2 h HRT BOD and COD removal efficiencies dramatically reduced to 50% and 46.5%, respectively.
Conclusion: Even by increasing the concentrations of pollutants to as high as 50%, the removal rates of all pollutants were re&#xAD;mained similar to the HRT of 6 h.</abstract>
    <web_url>https://ijph.tums.ac.ir/index.php/ijph/article/view/3110</web_url>
    <pdf_url>https://ijph.tums.ac.ir/index.php/ijph/article/download/3110/2909</pdf_url>
  </Article>
</Articles>
