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Pinedo-Hernández J, Marrugo-Negrete J, Pérez-Espitia M, Durango-Hernández J, Enamorado-Montes G, Navarro-Frómeta A. A pilot-scale electrocoagulation-treatment wetland system for the treatment of landfill leachate. JOURNAL OF ENVIRONMENTAL MANAGEMENT 2024; 351:119681. [PMID: 38043314 DOI: 10.1016/j.jenvman.2023.119681] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 04/20/2023] [Revised: 10/18/2023] [Accepted: 11/09/2023] [Indexed: 12/05/2023]
Abstract
In the present study, the technical feasibility of an electrocoagulation-treatment wetland continuous flow system, for the removal of organic matter from landfill leachate (LL), was evaluated. The response surface methodology (MSR) was used to assess the individual and combined effects of the applied potential and distance between electrodes, on the removal efficiency and optimization of the electrocoagulation process. The hybrid treatment wetland system consisted of a vertical flow system coupled to a horizontal subsurface flow system, both planted with Canna indica. For a chemical oxygen demand (COD) concentration - without pretreatment of 5142.8 ± 2.5 mg L-1, the removal percentage for the electrocoagulation system was 79.4 ± 0.16%, under the optimal working conditions (Potential: 20 V; Distance: 2.0 cm). The COD removal efficiency in the treatment wetland with Canna indica showed a dependence with the hydraulic retention time, reaching 59.2 ± 0.2 % over 15 days. The overall efficiency of the system was about 91.5 ± 0.02 % removal of COD. In addition, a decrease in the biochemical oxygen demand (94.8 ± 0.14%) and total suspended solids (88.2 ± 0.22%), also related to the contamination levels of the LL, were obtained. This study, for the first time, shows that the coupling of electrocoagulation together with a treatment wetland system is a good alternative for the removal of organic contaminants present in LL.
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Affiliation(s)
- José Pinedo-Hernández
- University of Córdoba, Faculty of Basic Sciences, Department of Chemistry, Water, Applied and Environmental Chemistry Group, Laboratory of Toxicology and Environmental Management, Montería, Colombia.
| | - José Marrugo-Negrete
- University of Córdoba, Faculty of Basic Sciences, Department of Chemistry, Water, Applied and Environmental Chemistry Group, Laboratory of Toxicology and Environmental Management, Montería, Colombia
| | - Mauricio Pérez-Espitia
- University of Córdoba, Faculty of Basic Sciences, Department of Chemistry, Water, Applied and Environmental Chemistry Group, Laboratory of Toxicology and Environmental Management, Montería, Colombia
| | - José Durango-Hernández
- University of Córdoba, Faculty of Basic Sciences, Department of Chemistry, Water, Applied and Environmental Chemistry Group, Laboratory of Toxicology and Environmental Management, Montería, Colombia
| | - Germán Enamorado-Montes
- University of Córdoba, Faculty of Basic Sciences, Department of Chemistry, Water, Applied and Environmental Chemistry Group, Laboratory of Toxicology and Environmental Management, Montería, Colombia
| | - Amado Navarro-Frómeta
- Technological University of Izúcar de Matamoros, Prolongación Reforma # 168, Barrio Santiago Mihuacán, Izúcar de Matamoros, 74420, Puebla, Mexico.
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de Melo Franco Domingos J, de Alencar Neves T, de Sousa Maia DL, Carvalho Siqueira R, Araújo Marques MV, Alves OL, Guimarães JR, Antunes Nolasco M, Rosa AH. Effect of the association of coagulation/flocculation, hydrodynamic cavitation, ozonation and activated carbon in landfill leachate treatment system. Sci Rep 2023; 13:9502. [PMID: 37308578 DOI: 10.1038/s41598-023-36662-8] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Received: 02/02/2023] [Accepted: 06/07/2023] [Indexed: 06/14/2023] Open
Abstract
Mature landfill wastewater is a complex effluent due to its low biodegradability and high organic matter content. Currently, mature leachate is treated on-site or transported to wastewater treatment plants (WWTPs). Many WWTPs do not have the capacity to receive mature leachate due to its high organic load leading to an increase in the cost of transportation to treatment plants more adapted to this type of wastewater and the possibility of environmental impacts. Many techniques are used in the treatment of mature leachates, such as coagulation/flocculation, biological reactors, membranes, and advanced oxidative processes. However, the isolated application of these techniques does not achieve efficiency to meet environmental standards. In this regard, this work developed a compact system that combines coagulation and flocculation (1st Stage), hydrodynamic cavitation and ozonation (2nd Stage), and activated carbon polishing (3rd Stage) for the treatment of mature landfill leachate. The synergetic combination of physicochemical and advanced oxidative processes showed a chemical oxygen demand (COD) removal efficiency of over 90% in less than three hours of treatment using the bioflocculant PGα21Ca. Also, the almost absolute removal of apparent color and turbidity was achieved. The remaining CODs of the treated mature leachate were lower when compared to typical domestic sewage of large capitals (COD ~ 600 mg L-1), which allows the interconnection of the sanitary landfill to the urban sewage collection network after treatment in this proposed system. The results obtained with the compact system can help in the design of landfill leachate treatment plants, as well as in the treatment of urban and industrial effluents which contains different compounds of emerging concern and persistence in the environment.
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Affiliation(s)
| | - Thiago de Alencar Neves
- Department of Sanitary and Environmental Engineering, Federal University of Minas Gerais (Universidade Federal de Minas Gerais), Belo Horizonte, Minas Gerais, Brazil.
| | | | - Rebeca Carvalho Siqueira
- Faculty of Civil Engineering, State University of Campinas (Universidade Estadual de Campinas), Campinas, SP, Brazil
| | - Marcus Vinícius Araújo Marques
- Department of Sanitary and Environmental Engineering, Federal University of Minas Gerais (Universidade Federal de Minas Gerais), Belo Horizonte, Minas Gerais, Brazil
| | - Oswaldo Luiz Alves
- Faculty of Civil Engineering, State University of Campinas (Universidade Estadual de Campinas), Campinas, SP, Brazil
| | - José Roberto Guimarães
- Faculty of Civil Engineering, State University of Campinas (Universidade Estadual de Campinas), Campinas, SP, Brazil
| | - Marcelo Antunes Nolasco
- School of Arts, Science and Humanities, University of São Paulo (Universidade de São Paulo), São Paulo, Brazil
| | - André Henrique Rosa
- Institute of Science and Technology, Sao Paulo State University (Universidade Estadual de São Paulo), São Paulo, Brazil
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