Return to search

Desempenho de Reator Aeróbio de Leito Fluidizado com terceira câmara para Remoção de Nitrogênio / Performance of a Biofilm Airlift Suspension Reactor with Third chamber for Nitrogen Removal

Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-22T12:08:17Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-22T14:06:59Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-22T18:09:14Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-22T18:12:24Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-22T19:44:22Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-23T11:57:15Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-23T12:57:56Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-23T13:16:32Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-23T13:34:45Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-23T17:24:54Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-23T17:29:02Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-24T12:05:25Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-24T12:39:44Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-24T16:47:39Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-24T17:31:21Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-27T11:40:49Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-27T12:31:50Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-27T13:03:16Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-27T18:08:08Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-28T12:13:07Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-28T14:22:46Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-28T14:31:58Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-28T14:37:46Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-28T19:04:28Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-11-30T18:58:22Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-12-04T14:43:24Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Submitted by PAULA ANDREA MONTENEGRO CHAUCANES null (paula_andrea_mon@hotmail.com) on 2017-12-05T14:11:15Z
No. of bitstreams: 1
Dissertação Paula (final1).pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Approved for entry into archive by Roberta Honorato Goria null (robertacgb@reitoria.unesp.br) on 2017-12-06T13:16:07Z (GMT) No. of bitstreams: 1
chaucanes_pam_me_ilha.pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5) / Made available in DSpace on 2017-12-06T13:16:07Z (GMT). No. of bitstreams: 1
chaucanes_pam_me_ilha.pdf: 4074329 bytes, checksum: b4e87799b76f0a2635d5a1511a22d2f0 (MD5)
Previous issue date: 2017-10-20 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) / Este estudo mostra o funcionamento dos processos de oxidação de matéria orgânica junto com os processos simultâneos de nitrificação e desnitrificação (SND) dentro do reator aeróbio de leito fluidizado de tubos concêntricos com uma terceira câmara para gerar condições anóxicas (necessárias para garantir o processo de desnitrificação). O reator foi operado por um período de 140 dias, durante o qual a remoção de demanda química de oxigênio (DQO) e de nitrogênio total (NT), atingiu 80% e 44% respectivamente, para um tempo de detenção hidráulica (TDH) de 3 horas. A configuração dos diâmetros dos tubos concêntricos resultou em diferentes relações de áreas e, portanto em diferentes vazões para cada câmara. Na operação do reator foram aplicadas duas relações de vazões alterando o nível de esgoto dentro do reator. Os efeitos destas relações de vazões, alterou a concentração de oxigênio dissolvido (OD) entre os compartimentos aeróbio e anóxico do reator e a relação C:N, as quais foram estudadas durante o funcionamento deste sistema. Os resultados indicaram que a relação de vazões 2(4,8: 3,8: 1 para as câmaras 1, 2 e 3, respectivamente) beneficiou as remoções de DQO e NT. A concentração de OD no compartimento aeróbio apresentou valores médios de 3,57 ± 1,24 mg.L -1 , e no topo da câmara 3, a concentração de OD foi de 1,41 ± 0,78 mg.L -1 . As relações C:N que apresentaram maiores eficiências de remoção de NT foram as superiores a 10, sendo a máxima remoção de T na relação C:N de 17. O tempo de retenção celular (TRC) alcançado no reator foi de 3,16 ± 3,07 dias. Neste trabalho de pesquisa foi concluído que a configuração de três câmaras concêntricas para o reator aeróbio de leito fluidizado beneficia a remoção de NT, tornando este reator uma alternativa para o tratamento de águas residuárias domésticas. / This study shows the operation of the organic matter oxidation processes together with the simultaneous processes of nitrification and denitrification (SND) inside the aerobic fluidized bed reactor of concentric tubes with a third chamber to generate anoxic conditions (necessary to guarantee the denitrification process). The reactor operated over a period of 140 days, during which chemical oxygen demand (COD) and total nitrogen (TN) removal reached 80% and 44% respectively, for a 3 hour hydraulic detention time (HDT). The configuration of the diameters of the concentric tubes resulted in different area ratios and therefore in different flow rates for each chamber. In the reactor operation were applied two flow ratios, altering the sewage level inside the reactor. The effects of these flow rates were changing the concentration of dissolved oxygen (DO) between the aerobic and anoxic compartments of the reactor and the C: N ratio, which was studied during the operation of this system. The results indicated that the ratio of flows 2 (4.8: 3.8: 1 for chambers 1, 2 e 3, respectively) benefited the COD and TN removal. The DO concentration in the aerobic compartment presented average values of 3.57 ± 1.24 mg.L-1 , and on top of chamber 3, the DO concentration was 1.41 ± 0.78 mg.L-1 . The C:N ratios that showed higher nitrogen removal efficiencies were higher than 10, with the maximum TN removal at the C:N ratio of 17. The cell retention time reached (CRT) in the reactor was 3.16 ± 3.07 days. In this research, was concluded that three concentric chambers configuration for the aerobic fluidized bed reactor benefits the TN removal, became this reactor an alternative in domestic wastewater treatment.

Identiferoai:union.ndltd.org:IBICT/oai:repositorio.unesp.br:11449/152238
Date20 October 2017
CreatorsChaucanes, Paula Andrea Montenegro
ContributorsUniversidade Estadual Paulista (UNESP), Matsumoto, Tsunao [UNESP], Sobrinho, Milton Dall'Aglio [UNESP]
PublisherUniversidade Estadual Paulista (UNESP)
Source SetsIBICT Brazilian ETDs
LanguagePortuguese
Detected LanguagePortuguese
Typeinfo:eu-repo/semantics/publishedVersion, info:eu-repo/semantics/masterThesis
Sourcereponame:Repositório Institucional da UNESP, instname:Universidade Estadual Paulista, instacron:UNESP
Rightsinfo:eu-repo/semantics/openAccess
Relation600

Page generated in 0.0029 seconds