<?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>11</Volume>
      <Issue>1-2</Issue>
      <PubDate PubStatus="epublish">
        <Year>1982</Year>
        <Month>03</Month>
        <Day>15</Day>
      </PubDate>
    </Journal>
    <title locale="en_US">MAGNESIUM CARBONATE AS A COAGULANT, RECOVERY AND REUSE</title>
    <FirstPage>29</FirstPage>
    <LastPage>46</LastPage>
    <AuthorList>
      <Author>
        <FirstName></FirstName>
        <LastName>M.Shariat</LastName>
        <affiliation locale="en_US"></affiliation>
      </Author>
      <Author>
        <FirstName></FirstName>
        <LastName>M.Kashefi-Alasl</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">In order to prevent water losses through disposing hydrous sludge during treatment of water, also recovery and reuse of chemicals; treatment by magnesium carbonate as a coagulant was examined in batch and continuous systems. 600 mg/1 MgCO3 as optimum dosage reduced 80% turbidity of a highly turbid water containing 200 NTU. Sulfates decreased, but hardness and alkalinity showed some increases. Recarbonation by CO2 resulted in recovery of 45% of magnesium carbonate which was used again as part of coagulants in continuous system. A mixture of magnesium carbonate and calcium oxide (lime) was examined. 600 mg/1 MgCO3+250 mg/1 CaO as optimum dosage showed 90% reduction in turbidity, 10% reduction in both hardness and alkalinity and almost 60% reduction in sulfates. Recarbonation of sludge resulted in 73.5% recovery for magnesium carbonate and 40% for the lime, which were used again in a continuous system. Six hours operation of a continuous system with a detention time of 1 hour confirmed results obtained from batch analysis. A third trial was experienced with a mixture of magnesium carbonate+sodium carbonate. Although the total hardness showed more decreases, but the turbidity reduction was not satisfactory. As the conclusion, treatment of water by a mixture of MgCO3+ CaO is our choice. There will be no water losses in this method, resulting additional incomes by selling the 15-20% saved water and savings in expenditure and cost of coagulants. Cost of new constructions and CO2 production seems insignificant, comparing to savings and new income.</abstract>
    <web_url>https://ijph.tums.ac.ir/index.php/ijph/article/view/2806</web_url>
    <pdf_url>https://ijph.tums.ac.ir/index.php/ijph/article/download/2806/2786</pdf_url>
  </Article>
</Articles>
