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Publicação:
Desempenho De reatores Aeróbios De Leito Fluidizado Com Circulação Interna Na Remoção De Matéria Carbonácea Tratando Diferentes Águas Residuárias

dc.contributor.authorCorreia, Gleyce Teixeira [UNESP]
dc.contributor.authorSánchez Ortiz, Iván Andrés [UNESP]
dc.contributor.authorGebara, Dib [UNESP]
dc.contributor.authorSobrinho, Milton Dall'Aglio [UNESP]
dc.contributor.authorMatsumoto, Tsunao
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)
dc.contributor.institutionUniversidad de Nariño (UDENAR)
dc.contributor.institutionCiudad Universitaria Torobajo
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionFundação Valeparaibana de Ensino
dc.date.accessioned2022-04-29T08:48:53Z
dc.date.available2022-04-29T08:48:53Z
dc.date.issued2012-04-01
dc.description.abstractThe organic matter (OM) removal efficiency in the biochemical oxygen demand (BOD) and chemical oxygen demand (COD) forms for domestic wastewater and semi-intensive fish culture effluents by using three phase aerobic fluidized bed reactors with circulation in concentric tubes was studied. Three different ratios between external and internal areas by different internal diameter configurations (100, 125 and 150mm) to the same external diameter of 250mm were used; sand for filters and granulated activated carbon were used as supporting media. The reactors were tested for three hydraulic retention times: 11.5min to the R100, and 3h for the R125 and R150 reactors. The results redemonstrated that this kind of reactors had good performance in the BOD and COD removal for different concentrations of waste waters. BOD mean removal efficiencies obtained were: 47% at the R100 reactor, 57% and 93% of raw and filtered BOD respectively at R125, 48 and 89% of raw and filtered BOD at R150. The COD mean calculated removal efficiencies were: 75% at the R100 reactor, 56 and 86% of raw and filtered COD at R125, and 54 and 86% of raw and filtered COD at R150. In the case of domestic wastewater it is necessary to provide a solids removal system at the reactor outflow in order to increase the removal of suspended OM from the final effluent.en
dc.description.affiliationUniversidade Estadual Paulista (UNESP)
dc.description.affiliationUniversidade Federal de São Carlos
dc.description.affiliationUniversidad de Nariño (UDENAR)
dc.description.affiliationDepartamento de Recursos Hidrobiológicos UDENAR Ciudad Universitaria Torobajo, Carrera 22 No.18-109, San Juan de Pasto, Nariño
dc.description.affiliationUSP
dc.description.affiliationFundação Valeparaibana de Ensino
dc.description.affiliationUnespUniversidade Estadual Paulista (UNESP)
dc.format.extent266-271
dc.identifier.citationInterciencia, v. 37, n. 4, p. 266-271, 2012.
dc.identifier.issn0378-1844
dc.identifier.scopus2-s2.0-84860336183
dc.identifier.urihttp://hdl.handle.net/11449/232069
dc.language.isopor
dc.relation.ispartofInterciencia
dc.sourceScopus
dc.titleDesempenho De reatores Aeróbios De Leito Fluidizado Com Circulação Interna Na Remoção De Matéria Carbonácea Tratando Diferentes Águas Residuáriaspt
dc.title.alternativePerformance of fluidized bed aerobic reactors with internal circulation in the removal of organic matter from different residual watersen
dc.typeArtigo
dspace.entity.typePublication
unesp.departmentEngenharia Civil - FEISpt

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