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- In relation to this article, we declare that there is no conflict of interest.
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Received December 12, 2020
Accepted March 10, 2021
- This is an Open-Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/bync/3.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
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Evaluation of peroxymonosulfate/O3/UV process on a real polluted water with landfill leachate: Feasibility and comparative study
Farshid Ghanbari1†
Masoumeh Khatebasreh2
Mostafa Mahdavianpour1
Ali Mashayekh-Salehi3
Ehsan Aghayani1
Kun-Yi Andrew Lin4†
Behnam Kazemi Noredinvand5 6
1Department of Environmental Health Engineering, Abadan Faculty of Medical Sciences, Abadan, Iran 2Environmental Science and Technology Research Center, Department of Environmental Health Engineering, Shahid Sadoughi University of Medical Sciences, Yazd, Iran 3Department of Environmental Health Engineering, School of Public Health, Shahroud University of Medical Sciences, Shahroud, Iran 4Department of Environmental Engineering & Innovation and Development Center of Sustainable Agriculture & Research Center of Sustainable Energy and Nanotechnology, National Chung Hsing University, 250, Kuo-Kuang Road, Taichung, Taiwan 5Department of Environmental Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran 6Department of Environmental Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran
Ghanbari.env@gmail.com
Korean Journal of Chemical Engineering, July 2021, 38(7), 1416-1424(9), 10.1007/s11814-021-0782-8
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Abstract
Landfill leachate is classified as special wastewater because it contains a large amount of hazardous materials that can lead to the pollution of surface water, generating polluted water with landfill leachate (PWLL) with high organic load. This study investigated the treatment of PWLL by peroxymonosulfate (PMS)/O3/UV process. The effects of several operating parameters such as pH, reaction time, O3 and PMS dosage were investigated in detail. The results showed that PMS/O3/UV removed total organic carbon (TOC) (74%), color (98%), ammonia (93%), chemical oxygen demand (COD) (81%), and biochemical oxygen demand (BOD) (69%) in 75 min at optimal conditions (pH=7, PMS=5mM, O3=1.7 mg/min). According to the results, O3 and UV can well activate PMS and promote the ability of the process to remove TOC from PWLL. Adding ferrous ion to PMS/O3/UV increased the TOC removal efficiency (77%), but cobalt ions had no significant effect on the TOC removal. The elimination of TOC by the PMS/O3/UV process follows pseudo-first-order kinetic model with the reaction rate constant of 0.0203 min?1. Compared to peroxone/ UV, PMS/O3/UV showed high yield in TOC, COD, color and ammonia removal. Thus the PMS/O3/UV process can be a new approach for treatment of polluted water in low volume.
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Sharma A, Ganguly R, Gupta AK, J. Environ. Eng., 146, 050190 (2020)
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Cortez S, Teixeira P, Oliveira R, Mota M, J. Hazard. Mater., 182(1-3), 730 (2010)
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Ghanbari F, Khatebasreh M, Mahdavianpour M, Lin KYA, Chemosphere, 244, 125326 (2020)
Ghanbari F, Wu J, Khatebasreh M, Ding D, Lin KYA, Sep. Purif. Technol., 242, 116828 (2020)
Jiang F, Qiu B, Sun DZ, Chem. Eng. J., 349, 338 (2018)
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Chegini ZG, Hassani H, Torabian A, Borghei SM, Pigm. Resin Technol., 49, 409 (2020)
Yu X, Qin W, Yuan X, Sun L, Pan F, Xia D, J. Hazard. Mater., 407, 124393 (2021)
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Hayon E, Treinin A, Wilf J, J. Am. Chem. Soc., 94, 47 (1972)
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Yu X, Qin W, Yuan X, Sun L, Pan F, Xia D, J. Hazard. Mater., 407, 124393 (2021)
Oh WD, Dong ZL, Lim TT, Appl. Catal. B: Environ., 194, 169 (2016)
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Lee H, Lim J, Zhan M, Hong S, Desalination, 467, 219 (2019)
Ghanbari F, Ahmadi M, Gohari F, Sep. Purif. Technol., 228, 115732 (2019)
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Chou MS, Chang KL, Ozone: Sci. Eng., 29, 391 (2007)
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Yu KP, Lee GWM, Appl. Catal. B: Environ., 75(1-2), 29 (2007)
Liu GF, Li XC, Han BJ, Chen LW, Zhu LN, Campos LC, J. Hazard. Mater., 322, 461 (2017)
Zeng XL, Chen J, Qu RJ, Feng MB, Wang ZY, Chem. Eng. J., 319, 98 (2017)
Gruttadauria A, Liotta LF, Di Carlo G, Pantaleo G, Deganello G, Lo Meo P, Aprile C, Noto R, Appl. Catal. B: Environ., 75(3-4), 281 (2007)
Piera E, Calpe JC, Brillas E, Domenech X, Peral J, Appl. Catal. B: Environ., 27(3), 169 (2000)
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Kim YB, Ahn JH, J. Environ. Eng., 142, 040150 (2016)
Abu Amr SS, Aziz HA, Adlan MN, Waste Manage., 33, 1434 (2013)
Deng Y, Ezyske CM, Water Res., 45, 6189 (2011)
Deng Y, Int. J. Environ. Waste Manage., 4, 366 (2009)
Li ZX, Yuan S, Qiu CC, Wang YJ, Pan XJ, Wang JL, Wang CW, Zuo JA, Electrochim. Acta, 102, 174 (2013)
Venu D, Gandhimathi R, Nidheesh PV, Ramesh ST, Sep. Purif. Technol., 129, 64 (2014)
Dantas ERB, Silva EJ, Lopes WS, do Nascimento MR, Leite VD, de Sousa JT, Environ. Technol., 41, 2637 (2020)
Genc N, Durna E, J. Microwave. Power EE., 53, 155 (2019)
Azadi S, Karimi-Jashni A, Javadpour S, Amiri H, J. Water Proc. Eng., 36, 101307 (2020)
Zarghi MH, Jaafarzadeh N, Roudbari A, Zahedi A, Water Sci. Technol., 81, 358 (2020)