Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono

Detalhes bibliográficos
Ano de defesa: 2012
Autor(a) principal: Oliveira, Marielle Ferreira de lattes
Orientador(a): Sousa, José Tavares de
Banca de defesa: Lopes, Wilton Silva lattes, Daltro Filho, José
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Estadual da Paraíba
Programa de Pós-Graduação: Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA
Departamento: Tecnologia Ambiental
Pró-Reitoria de Pós-Graduação e Pesquisa - PRPGP
País: BR
Palavras-chave em Português:
Palavras-chave em Inglês:
Área do conhecimento CNPq:
Link de acesso: https://repositorio.uepb.edu.br/handle/123456789/72171
Resumo: The research aimed to treat sewage through combined anaerobic/aerobic system, using primary sludge and lysed excess sludge as an endogenous carbon source for removal of nutrients, aiming to produce effluent with low concentrations of organic material and nutrients and lower production excess sludge. The experiment was conducted in three phases. In the first, were performed respirometric tests as tool to assess the biodegradability of lysed biological sludge, through by techniques of cellular lysis induced: mechanical action, thermal and acid-base reaction. In the second phase, was monitored a Sequential Batch Reactor (SBR) together with Fermentation and Hydrolysis Reactor (FHR), which received excess sludge of SBR, tritured by mechanical action and primary sludge. SBR and FHR were operated with TRC of 3.36 and 10 days respectively. The third phase consisted of an anaerobic reactor followed by Immobilized Submerged with support Medium (polyurethane synthetic sponge) Aerated Reactor (ISMAR) operated in recirculation batch system. The results obtained from the respirometric tests found that the thermal sludge showed concentration biodegradable readily material greater than the tritured sludge and treated sludge by acid-base reaction. Values of the percentages of COD solubilized varied from 1.6% to 4.2%, with an average of 2.6%. The system presented promising results for the removal of nutrients, with removal efficiency of 85%, 93% and 98% for phosphorus soluble, nitrate and nitrite, respectively. However, the final effluent was maintained with concentration average of ammonia of 27 mgN-NH , considered out of the discharge standards. The combined system, anaerobic reactor and Immobilized Submerged with support Medium Aerobic Reactor (ISMAR), removed efficiently carbonaceous material (88%), TSS (86%), SSV (90%), TKN (94%) and N-NH4 - (96%). Producing effluent with average concentrations of nitrite and nitrate, respectively of 0.19 mgN-NO2-.L-1 and 2.52 mgN-NO3-.L. After addition of primary sludge the system, this presented a better performance with efficiency of COD removal gross and filtered 95%. However, the process of phosphorus removal was considered unsatisfactory since there was sludge disposal in the ISMAR reactor. Introducing an efficiency of removing just 20% for total phosphorus and 22% for the orthophosphate.
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spelling 2015-09-25T12:18:51Z2026-02-25T12:41:39Z2012-08-302012-03-23OLIVEIRA, Marielle Ferreira de. Wastewater treatment system for combined anaerobic / aerobic using sludge as a source of endogenous carbon. 2012. 97 f. Dissertação (Mestrado em Tecnologia Ambiental) - Universidade Estadual da Paraíba, Campina Grande, 2012.https://repositorio.uepb.edu.br/handle/123456789/7217124004014005P9The research aimed to treat sewage through combined anaerobic/aerobic system, using primary sludge and lysed excess sludge as an endogenous carbon source for removal of nutrients, aiming to produce effluent with low concentrations of organic material and nutrients and lower production excess sludge. The experiment was conducted in three phases. In the first, were performed respirometric tests as tool to assess the biodegradability of lysed biological sludge, through by techniques of cellular lysis induced: mechanical action, thermal and acid-base reaction. In the second phase, was monitored a Sequential Batch Reactor (SBR) together with Fermentation and Hydrolysis Reactor (FHR), which received excess sludge of SBR, tritured by mechanical action and primary sludge. SBR and FHR were operated with TRC of 3.36 and 10 days respectively. The third phase consisted of an anaerobic reactor followed by Immobilized Submerged with support Medium (polyurethane synthetic sponge) Aerated Reactor (ISMAR) operated in recirculation batch system. The results obtained from the respirometric tests found that the thermal sludge showed concentration biodegradable readily material greater than the tritured sludge and treated sludge by acid-base reaction. Values of the percentages of COD solubilized varied from 1.6% to 4.2%, with an average of 2.6%. The system presented promising results for the removal of nutrients, with removal efficiency of 85%, 93% and 98% for phosphorus soluble, nitrate and nitrite, respectively. However, the final effluent was maintained with concentration average of ammonia of 27 mgN-NH , considered out of the discharge standards. The combined system, anaerobic reactor and Immobilized Submerged with support Medium Aerobic Reactor (ISMAR), removed efficiently carbonaceous material (88%), TSS (86%), SSV (90%), TKN (94%) and N-NH4 - (96%). Producing effluent with average concentrations of nitrite and nitrate, respectively of 0.19 mgN-NO2-.L-1 and 2.52 mgN-NO3-.L. After addition of primary sludge the system, this presented a better performance with efficiency of COD removal gross and filtered 95%. However, the process of phosphorus removal was considered unsatisfactory since there was sludge disposal in the ISMAR reactor. Introducing an efficiency of removing just 20% for total phosphorus and 22% for the orthophosphate.A pesquisa teve como objetivo principal tratar esgotos sanitários através de sistema combinado anaeróbio/aeróbio, utilizando lodo primário e lodo de excesso lisado como fonte endógena de carbono para remoção de nutrientes, buscando produzir efluente com baixas concentrações de material carbonáceo e de nutrientes e menor produção de lodo de excesso. O experimento foi realizado em três fases. Na primeira, foram realizados testes respirométricos como ferramenta para avaliar a biodegradabilidade de lodo biológico lisado, por meio de técnicas de lise celular induzida: ação mecânica, térmica e reação ácido-base. Na segunda fase, foi monitorado um Reator em Batelada Seqüencial (RBS) conjuntamente com Reator de Hidrólise e Fermentação (RHF), o qual recebia lodo de excesso do RBS, triturado por ação mecânica e lodo primário. O RBS e o RHF foram operados com TRC de 3,36 e 10 dias, respectivamente. A terceira fase foi constituída de reator anaeróbio seguido de reator aerado com meio suporte (esponja sintética de poliuretano) submerso imobilizado (RAMSI) operado em regime de bateladas com recirculação. Os resultados obtidos através dos testes respirométricos constataram que o lodo térmico apresentou concentração de material rapidamente biodegradável superior ao lodo triturado e ao lodo lisado por reação ácido-base. Os valores dos percentuais da DQO solubilizada variaram de 1,6% a 4,2%, com uma média de 2,6%. O sistema apresentou resultados promissores para a remoção de nutrientes, com eficiência de remoção de 85%, 93% e 98% para fósforo solúvel, nitrato e nitrito, respectivamente. Entretanto, o efluente final manteve-se com concentração média de nitrogênio amoniacal de 27 mgN-NH4.L-1, considerada fora dos padrões de lançamento. O sistema combinado, reator anaeróbio e reator aeróbio com meio suporte submerso imobilizado (RAMSI), removeram de forma eficiente material carbonáceo (88%), SST (86%), SSV (90%), NTK (94%) e N-NH4 -(96%). Produzindo efluente com concentrações médias de nitrito e nitrato, respectivamente de 0,19 mgN-NO e 2,52 mgN-NO3 -.L-1. Após a adição do lodo primário no sistema, este apresentou um melhor desempenho, com eficiência de remoção de DQO bruta e filtrada de 95%. No entanto, o processo de remoção de fósforo foi considerado insatisfatório, visto que não havia descarte de lodo no reator RAMSI. Apresentando uma eficiência de remoção de apenas 20% para o fósforo total e 22% para o ortofosfato.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESapplication/pdfUniversidade Estadual da ParaíbaPrograma de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTAUEPBBRTecnologia AmbientalPró-Reitoria de Pós-Graduação e Pesquisa - PRPGPWastewater treatmentBiodegradability of organic materialbiological removal of nutrientsRespirometryCNPQTratamento de esgotosBiodegradabilidade da matéria orgânicaRemoção biológica de nutrientesRespirometriaTratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbonoWastewater treatment system for combined anaerobic / aerobic using sludge as a source of endogenous carboninfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisLopes, Wilton SilvaDaltro Filho, Joséhttp://lattes.cnpq.br/6181106295956780Sousa, José Tavares dehttp://lattes.cnpq.br/4646106185669002Oliveira, Marielle Ferreira deinfo:eu-repo/semantics/openAccessporreponame:Repositório Institucional da Universidade Estadual da Paraíba (UEPB)instname:Universidade Estadual da Paraíba (UEPB)instacron:UEPBORIGINALMarielle Ferreira de Oliveira.pdfapplication/pdf1255416https://repositorio.uepb.edu.br/bitstreams/20c57519-1ccb-4442-9d83-e416fbe4f157/download2938d36ef06506a40bbe2b05c9695f98MD51trueAnonymousREADTHUMBNAILMarielle Ferreira de Oliveira.pdf.jpgMarielle Ferreira de Oliveira.pdf.jpgGenerated Thumbnailimage/jpeg3824https://repositorio.uepb.edu.br/bitstreams/6f93d6ac-333a-4a3e-a435-da7e2c986fa9/download331891448f1d5746d3095312756b4b45MD52falseAnonymousREADLICENSElicense.txtlicense.txttext/plain; charset=utf-81324https://repositorio.uepb.edu.br/bitstreams/59c6f82b-c613-4d6a-bb3b-5f1e06d30e76/downloadea12793326f265c7d8ea2bcdd2c49d6fMD53falseAnonymousREAD123456789/721712026-05-06T11:50:26.749343Zopen.accessoai:repositorio.uepb.edu.br:123456789/72171https://repositorio.uepb.edu.brRepositório InstitucionalPUBhttp://dspace.bc.uepb.edu.br/oai/requestsibuepb@setor.uepb.edu.bropendoar:2026-05-06T11:50:26Repositório Institucional da Universidade Estadual da Paraíba (UEPB) - Universidade Estadual da Paraíba (UEPB)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
dc.title.none.fl_str_mv Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
dc.title.alternative.eng.fl_str_mv Wastewater treatment system for combined anaerobic / aerobic using sludge as a source of endogenous carbon
title Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
spellingShingle Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
Oliveira, Marielle Ferreira de
Wastewater treatment
Biodegradability of organic material
biological removal of nutrients
Respirometry
CNPQ
Tratamento de esgotos
Biodegradabilidade da matéria orgânica
Remoção biológica de nutrientes
Respirometria
title_short Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
title_full Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
title_fullStr Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
title_full_unstemmed Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
title_sort Tratamento de esgotos sanitários em sistema combinado anaeróbio/aeróbio utilizando lodo como fonte endógena de carbono
author Oliveira, Marielle Ferreira de
author_facet Oliveira, Marielle Ferreira de
author_role author
dc.contributor.referee1.fl_str_mv Lopes, Wilton Silva
dc.contributor.referee2.fl_str_mv Daltro Filho, José
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/6181106295956780
dc.contributor.advisor1.fl_str_mv Sousa, José Tavares de
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/4646106185669002
dc.contributor.author.fl_str_mv Oliveira, Marielle Ferreira de
contributor_str_mv Lopes, Wilton Silva
Daltro Filho, José
Sousa, José Tavares de
dc.subject.eng.fl_str_mv Wastewater treatment
Biodegradability of organic material
biological removal of nutrients
Respirometry
topic Wastewater treatment
Biodegradability of organic material
biological removal of nutrients
Respirometry
CNPQ
Tratamento de esgotos
Biodegradabilidade da matéria orgânica
Remoção biológica de nutrientes
Respirometria
dc.subject.cnpq.fl_str_mv CNPQ
dc.subject.por.fl_str_mv Tratamento de esgotos
Biodegradabilidade da matéria orgânica
Remoção biológica de nutrientes
Respirometria
description The research aimed to treat sewage through combined anaerobic/aerobic system, using primary sludge and lysed excess sludge as an endogenous carbon source for removal of nutrients, aiming to produce effluent with low concentrations of organic material and nutrients and lower production excess sludge. The experiment was conducted in three phases. In the first, were performed respirometric tests as tool to assess the biodegradability of lysed biological sludge, through by techniques of cellular lysis induced: mechanical action, thermal and acid-base reaction. In the second phase, was monitored a Sequential Batch Reactor (SBR) together with Fermentation and Hydrolysis Reactor (FHR), which received excess sludge of SBR, tritured by mechanical action and primary sludge. SBR and FHR were operated with TRC of 3.36 and 10 days respectively. The third phase consisted of an anaerobic reactor followed by Immobilized Submerged with support Medium (polyurethane synthetic sponge) Aerated Reactor (ISMAR) operated in recirculation batch system. The results obtained from the respirometric tests found that the thermal sludge showed concentration biodegradable readily material greater than the tritured sludge and treated sludge by acid-base reaction. Values of the percentages of COD solubilized varied from 1.6% to 4.2%, with an average of 2.6%. The system presented promising results for the removal of nutrients, with removal efficiency of 85%, 93% and 98% for phosphorus soluble, nitrate and nitrite, respectively. However, the final effluent was maintained with concentration average of ammonia of 27 mgN-NH , considered out of the discharge standards. The combined system, anaerobic reactor and Immobilized Submerged with support Medium Aerobic Reactor (ISMAR), removed efficiently carbonaceous material (88%), TSS (86%), SSV (90%), TKN (94%) and N-NH4 - (96%). Producing effluent with average concentrations of nitrite and nitrate, respectively of 0.19 mgN-NO2-.L-1 and 2.52 mgN-NO3-.L. After addition of primary sludge the system, this presented a better performance with efficiency of COD removal gross and filtered 95%. However, the process of phosphorus removal was considered unsatisfactory since there was sludge disposal in the ISMAR reactor. Introducing an efficiency of removing just 20% for total phosphorus and 22% for the orthophosphate.
publishDate 2012
dc.date.available.fl_str_mv 2012-08-30
dc.date.issued.fl_str_mv 2012-03-23
dc.date.accessioned.fl_str_mv 2015-09-25T12:18:51Z
2026-02-25T12:41:39Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.citation.fl_str_mv OLIVEIRA, Marielle Ferreira de. Wastewater treatment system for combined anaerobic / aerobic using sludge as a source of endogenous carbon. 2012. 97 f. Dissertação (Mestrado em Tecnologia Ambiental) - Universidade Estadual da Paraíba, Campina Grande, 2012.
dc.identifier.uri.fl_str_mv https://repositorio.uepb.edu.br/handle/123456789/72171
dc.identifier.capesdegreeprogramcode.none.fl_str_mv 24004014005P9
identifier_str_mv OLIVEIRA, Marielle Ferreira de. Wastewater treatment system for combined anaerobic / aerobic using sludge as a source of endogenous carbon. 2012. 97 f. Dissertação (Mestrado em Tecnologia Ambiental) - Universidade Estadual da Paraíba, Campina Grande, 2012.
24004014005P9
url https://repositorio.uepb.edu.br/handle/123456789/72171
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