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Comparative Study of Leachate Treatment by Combined System

Received: 15 June 2023    Accepted: 29 June 2023    Published: 14 September 2023
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Abstract

Leachate from landfill requires treatment before discharge into the environment to avoid surface and underground water contamination. In this paper, the treatment performance of combined system by physico-chemical and biological techniques for landfill leachate are studied, the biological treatment by Sequencing Batch Reactor (SBR), the coagulation-flocculation and the filtration-fly ash. Both coagulation-floculation and treatment biologique by Sequencing Bach Reactor are effective for over 98,07% COD removal, 99,16% BOD5, a removal rate of 96,14% for NH4, 79,82% for NO3-, 97,32% for NO2-, 89,09% for suspended solids (SS) and 87,71% for PO4. A combination of physical and biological treatments has demonstrated its effectiveness for the treatment of intermediate leachate. Almost complete removal of COD and nitrogenous forms has been accomplished by a combination of biological treatment by SBR and physical treatment by filtration with COD concentration of 5200 mg/L and BOD5 concentration of 1375,12 mg/L. It is important to note that the selection of the most suitable treatment method for landfill leachate depends on the characteristics of landfill leachate, technical applicability and constraints, effluent discharge alternatives, cost-effectiveness, regulatory requirements and environmental impact. As a whole, a combination of two treatments proves to be more efficient and effective than individual treatment. This could be because a two-step treatment has the ability to synergize the advantages of individual treatments, while overcoming their respective limitations. A combined treatment is indeed capable of improving the effluent quality and minimizing the residue generated than an individual treatment.

Published in American Journal of Chemical Engineering (Volume 11, Issue 3)
DOI 10.11648/j.ajche.20231103.11
Page(s) 46-51
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Combined Treatment, Landfill Leachate, SBR, Coagulation-Floculation, Filtration

References
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Cite This Article
  • APA Style

    Hanane El Fadel, Mohammed Merzouki, Mohamed Benlemlih. (2023). Comparative Study of Leachate Treatment by Combined System. American Journal of Chemical Engineering, 11(3), 46-51. https://doi.org/10.11648/j.ajche.20231103.11

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    ACS Style

    Hanane El Fadel; Mohammed Merzouki; Mohamed Benlemlih. Comparative Study of Leachate Treatment by Combined System. Am. J. Chem. Eng. 2023, 11(3), 46-51. doi: 10.11648/j.ajche.20231103.11

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    AMA Style

    Hanane El Fadel, Mohammed Merzouki, Mohamed Benlemlih. Comparative Study of Leachate Treatment by Combined System. Am J Chem Eng. 2023;11(3):46-51. doi: 10.11648/j.ajche.20231103.11

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  • @article{10.11648/j.ajche.20231103.11,
      author = {Hanane El Fadel and Mohammed Merzouki and Mohamed Benlemlih},
      title = {Comparative Study of Leachate Treatment by Combined System},
      journal = {American Journal of Chemical Engineering},
      volume = {11},
      number = {3},
      pages = {46-51},
      doi = {10.11648/j.ajche.20231103.11},
      url = {https://doi.org/10.11648/j.ajche.20231103.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajche.20231103.11},
      abstract = {Leachate from landfill requires treatment before discharge into the environment to avoid surface and underground water contamination. In this paper, the treatment performance of combined system by physico-chemical and biological techniques for landfill leachate are studied, the biological treatment by Sequencing Batch Reactor (SBR), the coagulation-flocculation and the filtration-fly ash. Both coagulation-floculation and treatment biologique by Sequencing Bach Reactor are effective for over 98,07% COD removal, 99,16% BOD5, a removal rate of 96,14% for NH4, 79,82% for NO3-, 97,32% for NO2-, 89,09% for suspended solids (SS) and 87,71% for PO4. A combination of physical and biological treatments has demonstrated its effectiveness for the treatment of intermediate leachate. Almost complete removal of COD and nitrogenous forms has been accomplished by a combination of biological treatment by SBR and physical treatment by filtration with COD concentration of 5200 mg/L and BOD5 concentration of 1375,12 mg/L. It is important to note that the selection of the most suitable treatment method for landfill leachate depends on the characteristics of landfill leachate, technical applicability and constraints, effluent discharge alternatives, cost-effectiveness, regulatory requirements and environmental impact. As a whole, a combination of two treatments proves to be more efficient and effective than individual treatment. This could be because a two-step treatment has the ability to synergize the advantages of individual treatments, while overcoming their respective limitations. A combined treatment is indeed capable of improving the effluent quality and minimizing the residue generated than an individual treatment.},
     year = {2023}
    }
    

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  • TY  - JOUR
    T1  - Comparative Study of Leachate Treatment by Combined System
    AU  - Hanane El Fadel
    AU  - Mohammed Merzouki
    AU  - Mohamed Benlemlih
    Y1  - 2023/09/14
    PY  - 2023
    N1  - https://doi.org/10.11648/j.ajche.20231103.11
    DO  - 10.11648/j.ajche.20231103.11
    T2  - American Journal of Chemical Engineering
    JF  - American Journal of Chemical Engineering
    JO  - American Journal of Chemical Engineering
    SP  - 46
    EP  - 51
    PB  - Science Publishing Group
    SN  - 2330-8613
    UR  - https://doi.org/10.11648/j.ajche.20231103.11
    AB  - Leachate from landfill requires treatment before discharge into the environment to avoid surface and underground water contamination. In this paper, the treatment performance of combined system by physico-chemical and biological techniques for landfill leachate are studied, the biological treatment by Sequencing Batch Reactor (SBR), the coagulation-flocculation and the filtration-fly ash. Both coagulation-floculation and treatment biologique by Sequencing Bach Reactor are effective for over 98,07% COD removal, 99,16% BOD5, a removal rate of 96,14% for NH4, 79,82% for NO3-, 97,32% for NO2-, 89,09% for suspended solids (SS) and 87,71% for PO4. A combination of physical and biological treatments has demonstrated its effectiveness for the treatment of intermediate leachate. Almost complete removal of COD and nitrogenous forms has been accomplished by a combination of biological treatment by SBR and physical treatment by filtration with COD concentration of 5200 mg/L and BOD5 concentration of 1375,12 mg/L. It is important to note that the selection of the most suitable treatment method for landfill leachate depends on the characteristics of landfill leachate, technical applicability and constraints, effluent discharge alternatives, cost-effectiveness, regulatory requirements and environmental impact. As a whole, a combination of two treatments proves to be more efficient and effective than individual treatment. This could be because a two-step treatment has the ability to synergize the advantages of individual treatments, while overcoming their respective limitations. A combined treatment is indeed capable of improving the effluent quality and minimizing the residue generated than an individual treatment.
    VL  - 11
    IS  - 3
    ER  - 

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Author Information
  • Biotechnology Laboratory, Science Faculty of Dhar El Mahraz, University of Sidi Mohamed Ben Abdellah, Fez, Morocco

  • Biotechnology Laboratory, Science Faculty of Dhar El Mahraz, University of Sidi Mohamed Ben Abdellah, Fez, Morocco

  • Biotechnology Laboratory, Science Faculty of Dhar El Mahraz, University of Sidi Mohamed Ben Abdellah, Fez, Morocco

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