dc.contributor | Universidade Estadual Paulista (Unesp) | |
dc.contributor | Universidad de Nariño | |
dc.date.accessioned | 2014-05-27T11:30:45Z | |
dc.date.accessioned | 2022-10-05T19:00:09Z | |
dc.date.available | 2014-05-27T11:30:45Z | |
dc.date.available | 2022-10-05T19:00:09Z | |
dc.date.created | 2014-05-27T11:30:45Z | |
dc.date.issued | 2013-09-30 | |
dc.identifier | Revista Facultad de Ingenieria, n. 67, p. 172-182, 2013. | |
dc.identifier | 0120-6230 | |
dc.identifier | http://hdl.handle.net/11449/76656 | |
dc.identifier | WOS:000321680800015 | |
dc.identifier | 2-s2.0-84884573142 | |
dc.identifier | 2-s2.0-84884573142.pdf | |
dc.identifier | 1685842278091838 | |
dc.identifier | 9772438921794907 | |
dc.identifier | 0010426826636532 | |
dc.identifier | 0000-0002-8689-5700 | |
dc.identifier.uri | http://repositorioslatinoamericanos.uchile.cl/handle/2250/3925536 | |
dc.description.abstract | The 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.language | spa | |
dc.language | eng | |
dc.relation | Revista Facultad de Ingenieria | |
dc.relation | 0,172 | |
dc.rights | Acesso aberto | |
dc.source | Scopus | |
dc.subject | Aerobic reactor | |
dc.subject | Biological phosphorus removal | |
dc.subject | Fluidized bed | |
dc.subject | Internal circulation | |
dc.title | Remoción de fósforo de diferentes aguas residuales en reactores aeróbios de lecho fluidizado trifásico con circulación interna | |
dc.type | Artigo | |