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Effect of filtration rates on the performance and head loss development in granular filters during the post-treatment of anaerobic reactor effluent.
Leite, Wanderli Rogério Moreira; Linhares, Bruno Delvaz; de Morais, Juliana Cardoso; Gavazza, Savia; Florencio, Lourdinha; Kato, Mario Takayuki.
Affiliation
  • Leite WRM; Department of Civil and Environmental Engineering, Laboratory of Environmental Sanitation, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, S/N, Cidade Universitária, Recife PE, CEP 50740-530, Brazil. wanderli.leite@ufpe.br.
  • Linhares BD; Department of Civil and Environmental Engineering, Laboratory of Environmental Sanitation, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, S/N, Cidade Universitária, Recife PE, CEP 50740-530, Brazil.
  • de Morais JC; Department of Infrastructure and Civil Construction, Federal Institute of Education, Science and Technology of Pernambuco, Av. Prof. Luiz Freire 500, Cidade Universitária, Recife PE, CEP 50740-545, Brazil.
  • Gavazza S; Department of Civil and Environmental Engineering, Laboratory of Environmental Sanitation, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, S/N, Cidade Universitária, Recife PE, CEP 50740-530, Brazil.
  • Florencio L; Department of Civil and Environmental Engineering, Laboratory of Environmental Sanitation, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, S/N, Cidade Universitária, Recife PE, CEP 50740-530, Brazil.
  • Kato MT; Department of Civil and Environmental Engineering, Laboratory of Environmental Sanitation, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, S/N, Cidade Universitária, Recife PE, CEP 50740-530, Brazil.
Environ Sci Pollut Res Int ; 30(35): 84023-84034, 2023 Jul.
Article in En | MEDLINE | ID: mdl-37354302
This study investigated the performance of a granular filtration system (GFS) composed of a rock filter (RF), a rapid sand filter (RSF), and an activated carbon filter (ACF), applied to the post-treatment of an anaerobic reactor effluent. Four filtration rates (FR) were applied to the GFS (in m3·m-2·d-1): 100-60-60, 100-90-90, 200-120-120, and 200-160-160, for RF-RSF-ACF, respectively. A clarified final effluent with low turbidity (~ 10 NTU), solids (~ 6.5 mg TSS.L-1), and organic matter content (~ 40 mg COD.L-1) was obtained when the GFS worked with FR up to 100-90-90 m3·m-2·d-1. For higher FR, the effluent quality was a little poorer. Principal component analysis showed when the RSF operated at 120 or 160 m3·m-2·d-1, it presented an effluent with higher turbidity which did not affect negatively the ACF performance. The hydraulic load limits in the RSF were reached in periods of 45, 30, and 24.5 h for the FR of 60, 120, and 160 m3·m-2·d-1, respectively, and head loss analysis depicted a more distributed solid retention through the sand depth with the lower FR. Thus, the results revealed that the RF-RSF-ACS system is a promising alternative for effluent polishing of anaerobic reactor, especially when the FR is set at 90 m3·m-2·d-1 or even higher.
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Full text: 1 Database: MEDLINE Main subject: Waste Disposal, Fluid / Water Purification Language: En Journal: Environ Sci Pollut Res Int Journal subject: SAUDE AMBIENTAL / TOXICOLOGIA Year: 2023 Type: Article Affiliation country: Brazil

Full text: 1 Database: MEDLINE Main subject: Waste Disposal, Fluid / Water Purification Language: En Journal: Environ Sci Pollut Res Int Journal subject: SAUDE AMBIENTAL / TOXICOLOGIA Year: 2023 Type: Article Affiliation country: Brazil