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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/129974
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dc.contributor.authorOliveira, Roberto Alves de-
dc.contributor.authorDuda, Rose Maria-
dc.contributor.authorRodrigues Fernandes, Gracie Ferraz-
dc.date.accessioned2015-11-03T15:28:19Z-
dc.date.accessioned2016-10-25T21:16:56Z-
dc.date.available2015-11-03T15:28:19Z-
dc.date.available2016-10-25T21:16:56Z-
dc.date.issued2014-10-01-
dc.identifierhttp://www.scielo.br/scielo.php?script=sci_arttext&pid=S1413-41522014000400383&lng=pt&nrm=iso&tlng=en-
dc.identifier.citationEngenharia Sanitaria E Ambiental. Rio De Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 19, n. 4, p. 383-391, 2014.-
dc.identifier.issn1413-4152-
dc.identifier.urihttp://hdl.handle.net/11449/129974-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/129974-
dc.description.abstractWater and soil pollution caused by the waste from the swine production causes severe environmental impacts in producing areas. An efficient alternative to reduce these impacts can be the use of high-rate anaerobic reactors. In this work, it was evaluated the effect of the swine wastewater with total suspended solids concentrations around 6.000 mg.L-1 in the anaerobic baffled reactor with three compartments. The volume of the first compartment was 210 L and of the second and third ones of 160 L. The anaerobic baffled reactor was submitted at hydraulic detention times of 56, 28 and 18 hours and to organic load rates of 5.0 to 10.1 g total COD (L.d)(-1). The highest total COD removals, of 42 to 68%, and volumetric methane productions, of 0.261 to 0.454 L CH4 (L reactor d)(-1), occurred in the second compartment.en
dc.description.abstractA poluição da água e do solo causada pela suinocultura provoca impactos ambientais severos nas regiões produtoras. Uma alternativa eficiente para atenuar esse problema pode ser a utilização de reatores anaeróbios de alta taxa. Neste trabalho, avaliou-se o efeito das águas residuárias de suinocultura com concentrações de sólidos suspensos totais em torno de 6.000 mg.L−1 no desempenho do reator anaeróbio compartimentado, com três câmaras. O volume da primeira câmara foi de 210 L e da segunda e terceira de 160 L. O reator anaeróbio compartimentado foi submetido a tempos de detenção hidráulica de 56, 28 e 18 horas e a cargas orgânicas volumétricas de 5,0 a 10,1 g DQOtotal (L.d)−1. As maiores remoções de demanda química de oxigênio total, de 42 a 68%, e das produções volumétricas de metano, de 0,261 a 0,454 L CH4 (L reator d)−1, ocorreram na segunda câmara.pt
dc.format.extent383-391-
dc.language.isopor-
dc.publisherAssoc Brasileira Engenharia Sanitaria Ambiental-
dc.sourceWeb of Science-
dc.subjectOrganic loading rateen
dc.subjectAnaerobic sludgeen
dc.subjectMethaneen
dc.subjectAnaerobic reactoren
dc.subjectSwine wasteen
dc.subjectCarga orgânica volumétricapt
dc.subjectLodo anaeróbiopt
dc.subjectMetanopt
dc.subjectReator anaeróbiopt
dc.subjectResíduos de suínospt
dc.titleReator anaeróbio compartimentado para o tratamento de águas residuárias de suinoculturapt
dc.title.alternativeAnaerobic baffled reactor for treatment of swine wastewateren
dc.typeoutro-
dc.contributor.institutionUniversidade de São Paulo (USP)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.contributor.institutionFac Tecnol Jaboticabal Nilo Stefani Fatec-
dc.contributor.institutionCtr Univ UNIFAFIBE-
dc.description.affiliationUniv Sao Paulo, Sao Carlos, SP, Brazil-
dc.description.affiliationUniv Estadual Paulista Julio Mesquita Filho Unesp, Dept Engn Rural, BR-1884900 Jaboticabal, SP, Brazil-
dc.description.affiliationUNESP, BR-1884900 Jaboticabal, SP, Brazil-
dc.description.affiliationFac Tecnol Jaboticabal Nilo Stefani Fatec, Jaboticabal, SP, Brazil-
dc.description.affiliationCtr Univ UNIFAFIBE, Bebedouro, SP, Brazil-
dc.description.affiliationUnespUniv Estadual Paulista Julio Mesquita Filho Unesp, Dept Engn Rural, BR-1884900 Jaboticabal, SP, Brazil-
dc.description.affiliationUnespUNESP, BR-1884900 Jaboticabal, SP, Brazil-
dc.identifier.doihttp://dx.doi.org/10.1590/S1413-41522014019000000336-
dc.identifier.scieloS1413-41522014000400383-
dc.identifier.wosWOS:000348914200006-
dc.rights.accessRightsAcesso aberto-
dc.identifier.fileS1413-41522014000400383.pdf-
dc.relation.ispartofEngenharia Sanitaria E Ambiental-
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