International Journal of Environmental Protection and Policy

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Waste to Treat Waste of Landfill Leachates

Received: 26 January 2014    Accepted:     Published: 20 March 2014
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Abstract

This study treated the waste valorisation of steel industrial wastewater (SIWW) rich of ferric chloride as an original coagulant for removal of landfill leachates. The study also compares the different dosage of SIWW with ferric chloride. Jar-test experiments were employed in order to determine the optimum condition for the removal of organic matter. The effect of different dosages of SIWW in contamination with classic coagulant was also studied. The results reveal that lower pH values less than 5 enhance removal efficiency of contaminants. The percentage removal of 56, 78.3 and 72% of COD, BOD5 and NTK respectively were achieved by addition to 7 ml/l SIWW. 54.4, 76.7 and 70% removal of COD, BOD5 and NTK respectively were achieved by addition to 1200 mg/l classic coagulant. The volume of sludge produced, was lower compared to classic coagulant.

DOI 10.11648/j.ijepp.20140202.12
Published in International Journal of Environmental Protection and Policy (Volume 2, Issue 2, March 2014)
Page(s) 50-53
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

Landfill Leachates, Steel Industrial Wastewater, Ferric Chloride, Coagulation-Flocculation, Jar-Test

References
[1] Kang, K.H., Shin, H.S., Park, H., 2002. Characterization of humic substances present in landfill leachates with different landill ages and its implications. Wat. Res. 36 (16), 4023-4032.
[2] Tatsi, A., Zouboulis, A., 2002. A field investigation of the quantity and quality of leachate from a municipal solid waste landfill in a Mediterranean climate (Thessaloniki,Greece). Adv. Environ. Res. 6, 207-219.
[3] Crawford, J.F., Smith, P.G., 1985. Landfill Technology, Butterworths, London.
[4] Ehrig, H.J., 1984. Treatment of sanitary landfill leachate: biological treatment. Waste Manage. Res. 2, 131-152.
[5] Trebouet, D., Schlumpf, J.P., Jaouen, P., Quemeneur, F., 2001. Stabilized landfill leachate treatment by combined physicochemical-nanofiltration processes. Wat. Res. 35 (12), 2935-2942.
[6] Andreottola, G., Cannas, P., 1992. Chemical and Biological Characteristics of Landfill Leachate. In: Christensen, T.H., Cossu, R., Stegmann, R. (Eds.), Landfilling of Waste: Leachate. Elsevier Applied Science Publishers Ltd., Essex, pp. 65-88.
[7] Diamadopoulos, E., 1994. Characterization and treatment of recirculation-stabilized leachate. Wat. Res., 28 (12), 2439-2445.
[8] Bagchi, A., 1987. Natural Attenuation Mechanisms of Landfill Leachate and Effects of Various Factors On the Mechanisms. Waste Manage. Res. 5 (1), 453-463.
[9] Cossu, R., Andreottola, G., Muntoni, A., 1996. Modelling landfill gas production, in: Christensen, T.H., Cossu, R., Segmann, R. (Eds.), Landfilling of waste: Biogas. E & FN SPON, London, pp. 237-268.
[10] Rivas, F.J., Beltran, F., Carvalho, F., Acedo B., Gimeno, O., 2004. Stabilized leachates: sequential coagulation-flocculation + chemical oxidation process," J. Hazard. Mat. 116, 95-102.
[11] Amokrane, A., Comel, C., Veron, J., 1997. Landfill leachates pre-treatment by coagulation flocculation. Wat. Res. 31(11), 2775-2782.
[12] Anouzla, A., Abrouki, Y., Souabi, S. , Safi, S. and H. Rhbal. 2009. Colour and COD removal of disperse dye solution by a novel coagulant: Application of statistical design for the optimization and regression analysis, J.Hazard. Mater, 166: 1302-1306.
[13] APHA, AWWA, WEF, 1998. Standards for Examination of Water and Wastewater, 20th Ed. American Public Health Association, Washington DC, USA.
[14] O’Melia, C.R., Becker, W.C., Au, K.-K., 1999. Removal of humic substances by coagulation. Water Sci. Technol. 40, 47–54.
Author Information
  • Laboratoire de Génie de l’Eau et de l’Environnement, Faculté des Sciences et Techniques de Mohammedia, Maroc

  • Laboratoire de Génie de l’Eau et de l’Environnement, Faculté des Sciences et Techniques de Mohammedia, Maroc

  • Laboratoire de Génie de l’Eau et de l’Environnement, Faculté des Sciences et Techniques de Mohammedia, Maroc

  • Laboratoire de Génie de l’Eau et de l’Environnement, Faculté des Sciences et Techniques de Mohammedia, Maroc

  • Laboratoire de Génie de l’Eau et de l’Environnement, Faculté des Sciences et Techniques de Mohammedia, Maroc

  • Laboratoire de Génie de l’Eau et de l’Environnement, Faculté des Sciences et Techniques de Mohammedia, Maroc

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  • APA Style

    Abdelkader Anouzla, Salah Souabi, Mohamed Safi, Younes Abrouki, Hayat Loukili, et al. (2014). Waste to Treat Waste of Landfill Leachates. International Journal of Environmental Protection and Policy, 2(2), 50-53. https://doi.org/10.11648/j.ijepp.20140202.12

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    ACS Style

    Abdelkader Anouzla; Salah Souabi; Mohamed Safi; Younes Abrouki; Hayat Loukili, et al. Waste to Treat Waste of Landfill Leachates. Int. J. Environ. Prot. Policy 2014, 2(2), 50-53. doi: 10.11648/j.ijepp.20140202.12

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    AMA Style

    Abdelkader Anouzla, Salah Souabi, Mohamed Safi, Younes Abrouki, Hayat Loukili, et al. Waste to Treat Waste of Landfill Leachates. Int J Environ Prot Policy. 2014;2(2):50-53. doi: 10.11648/j.ijepp.20140202.12

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  • @article{10.11648/j.ijepp.20140202.12,
      author = {Abdelkader Anouzla and Salah Souabi and Mohamed Safi and Younes Abrouki and Hayat Loukili and Hicham Rhbal},
      title = {Waste to Treat Waste of Landfill Leachates},
      journal = {International Journal of Environmental Protection and Policy},
      volume = {2},
      number = {2},
      pages = {50-53},
      doi = {10.11648/j.ijepp.20140202.12},
      url = {https://doi.org/10.11648/j.ijepp.20140202.12},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ijepp.20140202.12},
      abstract = {This study treated the waste valorisation of steel industrial wastewater (SIWW) rich of ferric chloride as an original coagulant for removal of landfill leachates. The study also compares the different dosage of SIWW with ferric chloride. Jar-test experiments were employed in order to determine the optimum condition for the removal of organic matter. The effect of different dosages of SIWW in contamination with classic coagulant was also studied. The results reveal that lower pH values less than 5 enhance removal efficiency of contaminants. The percentage removal of 56, 78.3 and 72% of COD, BOD5 and NTK respectively were achieved by addition to 7 ml/l SIWW. 54.4, 76.7 and 70% removal of COD, BOD5 and NTK respectively were achieved by addition to 1200 mg/l classic coagulant. The volume of sludge produced, was lower compared to classic coagulant.},
     year = {2014}
    }
    

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  • TY  - JOUR
    T1  - Waste to Treat Waste of Landfill Leachates
    AU  - Abdelkader Anouzla
    AU  - Salah Souabi
    AU  - Mohamed Safi
    AU  - Younes Abrouki
    AU  - Hayat Loukili
    AU  - Hicham Rhbal
    Y1  - 2014/03/20
    PY  - 2014
    N1  - https://doi.org/10.11648/j.ijepp.20140202.12
    DO  - 10.11648/j.ijepp.20140202.12
    T2  - International Journal of Environmental Protection and Policy
    JF  - International Journal of Environmental Protection and Policy
    JO  - International Journal of Environmental Protection and Policy
    SP  - 50
    EP  - 53
    PB  - Science Publishing Group
    SN  - 2330-7536
    UR  - https://doi.org/10.11648/j.ijepp.20140202.12
    AB  - This study treated the waste valorisation of steel industrial wastewater (SIWW) rich of ferric chloride as an original coagulant for removal of landfill leachates. The study also compares the different dosage of SIWW with ferric chloride. Jar-test experiments were employed in order to determine the optimum condition for the removal of organic matter. The effect of different dosages of SIWW in contamination with classic coagulant was also studied. The results reveal that lower pH values less than 5 enhance removal efficiency of contaminants. The percentage removal of 56, 78.3 and 72% of COD, BOD5 and NTK respectively were achieved by addition to 7 ml/l SIWW. 54.4, 76.7 and 70% removal of COD, BOD5 and NTK respectively were achieved by addition to 1200 mg/l classic coagulant. The volume of sludge produced, was lower compared to classic coagulant.
    VL  - 2
    IS  - 2
    ER  - 

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