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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/76656
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dc.contributor.authorCorreia, Gleyce Teixeira-
dc.contributor.authorOrtiz, Iván Andrés Sánchez-
dc.contributor.authorGebara, Dib-
dc.contributor.authorSobrinho, Milton Dall'Aglio-
dc.contributor.authorMatsumoto, Tsunao-
dc.date.accessioned2014-05-27T11:30:45Z-
dc.date.accessioned2016-10-25T18:54:30Z-
dc.date.available2014-05-27T11:30:45Z-
dc.date.available2016-10-25T18:54:30Z-
dc.date.issued2013-09-30-
dc.identifierhttp://aprendeenlinea.udea.edu.co/revistas/index.php/ingenieria/article/view/16320-
dc.identifier.citationRevista Facultad de Ingenieria, n. 67, p. 172-182, 2013.-
dc.identifier.issn0120-6230-
dc.identifier.urihttp://hdl.handle.net/11449/76656-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/76656-
dc.description.abstractThe wastewater discharge produces impacts on receiving water bodies. Nutrients as P produce implications on lentic systems because they accelerate the eutrophication processes. Several technologies for P removal from the wastewater have been used: physic chemical treatment systems with important effects by coagulant products addition; biological processes based on anaerobic and aerobic conditions with great implications on the required volume; natural systems as stabilization ponds and irrigation require bigger areas and post-treatment processes. The aerobic fluidized bed reactors with internal circulation (AFBRIC) are compact options with high concentrations of active biomass that have demonstrated their capacity for organic matter and N removal. For sewage from the wastewater pumping station of Ilha Solteira city and effluents of a recirculation aquaculture system (RAS) for semi-intensive tilapia farming, the reactive P and total P removal efficiency in three AFBRIC with 250 mm external tube diameter and different internal tube diameter (ITD), for two different support media at different concentrations was evaluated. The average reactive P removal efficiency for domestic wastewater to hydraulic retention time (HRT) of 3 hours and 125 mm ITD reactor varied from 25,6 to 38,4% and with 150 mm ITD reactor varied from 27,5 to 32,5%; the average total P removal for the RAS wastewater at a HRT of 0,19 hours and 100 mm ITD was of 32,7%.en
dc.format.extent172-182-
dc.language.isospa-
dc.language.isoeng-
dc.sourceScopus-
dc.subjectAerobic reactor-
dc.subjectBiological phosphorus removal-
dc.subjectFluidized bed-
dc.subjectInternal circulation-
dc.titleRemoción de fósforo de diferentes aguas residuales en reactores aeróbios de lecho fluidizado trifásico con circulación internaes
dc.title.alternativePhosphorus removal in different wastewater by fluidized bed airlift reactors with internal circulationen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.contributor.institutionUniversidad de Nariño-
dc.description.affiliationUNESP Faculdade de Engenharia de Ilha Solteira-Departamento de Engenharia Civil, Alameda Bahia, 550-Ilha Solteira-SP-CEP-
dc.description.affiliationDepartamento de Recursos Hidrobiológicos Universidad de Nariño, Cll 18 Cra 50. Ciudad Universitaria, Torobajo. Pasto-
dc.description.affiliationUnespUNESP Faculdade de Engenharia de Ilha Solteira-Departamento de Engenharia Civil, Alameda Bahia, 550-Ilha Solteira-SP-CEP-
dc.identifier.wosWOS:000321680800015-
dc.rights.accessRightsAcesso aberto-
dc.identifier.file2-s2.0-84884573142.pdf-
dc.relation.ispartofRevista Facultad de Ingenieria-
dc.identifier.scopus2-s2.0-84884573142-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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