dc.contributorUniversidade Estadual Paulista (Unesp)
dc.contributorUniversidad de Nariño
dc.date.accessioned2014-05-27T11:30:45Z
dc.date.accessioned2022-10-05T19:00:09Z
dc.date.available2014-05-27T11:30:45Z
dc.date.available2022-10-05T19:00:09Z
dc.date.created2014-05-27T11:30:45Z
dc.date.issued2013-09-30
dc.identifierRevista Facultad de Ingenieria, n. 67, p. 172-182, 2013.
dc.identifier0120-6230
dc.identifierhttp://hdl.handle.net/11449/76656
dc.identifierWOS:000321680800015
dc.identifier2-s2.0-84884573142
dc.identifier2-s2.0-84884573142.pdf
dc.identifier1685842278091838
dc.identifier9772438921794907
dc.identifier0010426826636532
dc.identifier0000-0002-8689-5700
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3925536
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%.
dc.languagespa
dc.languageeng
dc.relationRevista Facultad de Ingenieria
dc.relation0,172
dc.rightsAcesso aberto
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 interna
dc.typeArtigo


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