Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino
| Ano de defesa: | 2012 |
|---|---|
| Autor(a) principal: | |
| Orientador(a): | |
| Banca de defesa: | , |
| 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/123456789/72194 |
Resumo: | Usually, conventional water purification technology with eutrophic waters (high density of cyanobacteria and dissolved toxins) does not guarantee that the water produced is within the maximum allowable concentration of 1.0 µg/L of microcystin (Decree 2914/2011). Additional processes are needed, and the use of activated carbon is considered effective to reduced or eliminate those toxins. The present study aimed to evaluate in a bench-scale the removal of microcystin-LR in water supplies using conventional treatment followed by adsorption with granular activated carbon. The experiment was conducted in two stages. In the first stage coagulation assays were performed with the evaluation of five coagulants (with and without the use of polymers as auxiliaries) in order to select the most appropriate coagulant and its concentration to the water under investigation. The second stage were coagulation / flocculation tests and sedimentation using the conditions defined in the first step with raw water with an addition of a defined concentration of microcystin-LR extract. The extracted was obtained from the culture of a toxigenic strain of Microcystis aeruginosa. The final effluent was decanted in the jar test and stored. Two peristaltic pumps adduced the reserved water to the sand filters; the sand filter effluent was distributed to two columns of granular activated carbon with different particle size (0.42 to 1.40 and 0.60 to 2.36 mm). The results of coagulation assays showed the best results of removal of apparent color, turbidity, phytoplankton and particular true color, which is a strong competitor for the adsorption sites of activated carbon, with the polyaluminum chloride (dosage of 9.92 mg L -1 of Al 3 + and pH between 5 and 6, without the addition of alkalizing or acidifying). The conventional treatment steps were not efficient for microcystin-LR removal while the granular activated carbon from coconut showed high percentages of removal (80 to 100%). Although no statistically significant differences were observed in the removal of MC-LR between the different particle size, the had breakthrough coal to the smaller particle size (CC2) occurred in a shorter contact time (2 hours) which eventually reflected in a lower qe (2.1 µg/g) and a higher rate of use (8.09 gCAG / Lwater) when compared to the smaller particle size (CC1) that showed the best performance both in terms of qe (8.9 µg/g) as the rate use of (1.93 gCAG / Lwater) confirming its use in actual scale, since it ensures an effluent concentration below the Decree 2914/11 for a longer time and using a smaller quantity of coal. |
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2015-09-25T12:19:59Z2026-02-25T12:48:41Z2012-11-302012-05-30GUERRA, Alaine de Brito. . 2012. 98 f. Dissertação (Mestrado em Tecnologia Ambiental) - Universidade Estadual da Paraíba, Campina Grande, 2012.https://repositorio.uepb.edu.br/handle/123456789/7219424004014005P9Usually, conventional water purification technology with eutrophic waters (high density of cyanobacteria and dissolved toxins) does not guarantee that the water produced is within the maximum allowable concentration of 1.0 µg/L of microcystin (Decree 2914/2011). Additional processes are needed, and the use of activated carbon is considered effective to reduced or eliminate those toxins. The present study aimed to evaluate in a bench-scale the removal of microcystin-LR in water supplies using conventional treatment followed by adsorption with granular activated carbon. The experiment was conducted in two stages. In the first stage coagulation assays were performed with the evaluation of five coagulants (with and without the use of polymers as auxiliaries) in order to select the most appropriate coagulant and its concentration to the water under investigation. The second stage were coagulation / flocculation tests and sedimentation using the conditions defined in the first step with raw water with an addition of a defined concentration of microcystin-LR extract. The extracted was obtained from the culture of a toxigenic strain of Microcystis aeruginosa. The final effluent was decanted in the jar test and stored. Two peristaltic pumps adduced the reserved water to the sand filters; the sand filter effluent was distributed to two columns of granular activated carbon with different particle size (0.42 to 1.40 and 0.60 to 2.36 mm). The results of coagulation assays showed the best results of removal of apparent color, turbidity, phytoplankton and particular true color, which is a strong competitor for the adsorption sites of activated carbon, with the polyaluminum chloride (dosage of 9.92 mg L -1 of Al 3 + and pH between 5 and 6, without the addition of alkalizing or acidifying). The conventional treatment steps were not efficient for microcystin-LR removal while the granular activated carbon from coconut showed high percentages of removal (80 to 100%). Although no statistically significant differences were observed in the removal of MC-LR between the different particle size, the had breakthrough coal to the smaller particle size (CC2) occurred in a shorter contact time (2 hours) which eventually reflected in a lower qe (2.1 µg/g) and a higher rate of use (8.09 gCAG / Lwater) when compared to the smaller particle size (CC1) that showed the best performance both in terms of qe (8.9 µg/g) as the rate use of (1.93 gCAG / Lwater) confirming its use in actual scale, since it ensures an effluent concentration below the Decree 2914/11 for a longer time and using a smaller quantity of coal.Usualmente, a potabilização de águas eutrofizadas com alta densidade de cianobactérias e toxinas dissolvidas pela tecnologia convencional não garante que a água produzida esteja dentro dos valores máximos permissíveis de 1,0 µg/L de microcistina (Portaria 2914/2011). Processos adicionais são necessários, e o uso de carvão ativado é considerado medida eficaz na solução deste problema. Neste contexto, o presente trabalho teve como objetivo principal avaliar em escala de bancada a remoção de microcistina-LR em água para abastecimento, utilizando tratamento convencional seguido de adsorção por carvão ativado granular. O experimento foi realizado em duas etapas. Na primeira, foram realizados ensaios de coagulação com avaliação de cinco coagulantes (com e sem o emprego de polímeros como auxiliares) para o estabelecimento do mais apropriado para a água em estudo. Na segunda etapa, foram realizados ensaios de coagulação/floculação e sedimentação de acordo com as condições definidas na etapa supracitada, utilizando água bruta com adição de uma concentração definida de extrato de microcistina-LR proveniente do cultivo de Microcystis aeruginosa. O efluente final decantado nos jarros do jar test foi armazenado, e em seguida aduzido a filtros de areia cujo efluente se distribuía para duas colunas de carvão ativado granular de diferentes granulometrias (0,42 - 1,40 e 0,60 - 2,36 mm). Os resultados dos ensaios de coagulação mostraram que o cloreto de polialumínio, na dosagem de 9,92 mg.L-1 de Al 3+e pH entre 5 e 6 (sem adição de alcalinizante ou acidificante), apresentou os melhores resultados em termos de remoção da cor aparente, turbidez, fitoplâncton e em especial da cor verdadeira que se apresenta como forte competidora pelos sítios de adsorção do carvão ativado. As etapas que compõem o tratamento convencional se mostraram pouco eficientes na remoção da microcistina-LR, enquanto que o carvão ativado granular de casca de coco apresentou elevados percentuais de remoção (entre 80 a 100%). Apesar de não ter sido observada diferenças estatisticamente significativas na remoção da MC-LR entre as diferentes granulometrias, o transpasse no carvão de maior granulometria (CC2) ocorreu em um menor tempo de contato (2 horas) o que acabou refletindo em um menor qe(2,1 µg/g) e uma maior taxa de uso (8,09gCAG/Lágua) quando comparado ao de menor granulometria (CC1) que apresentou melhor desempenho tanto em relação ao qe(8,9 µg/g) como pela taxa de uso de (1,93gCAG/Lágua) confirmando seu uso em escala real, uma vez que garante um efluente com concentração inferior ao que estabelece a Portaria 2914/11 por mais tempo e utilizando uma menor quantidade de carvão.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 - PRPGPWater TreatmentCyanobacteriaCyanotoxinsActivated carbonCNPQTratamento de águaCianobactériasCianotoxinasCarvão ativadoAvaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestinoAssessment of health services and quality of life for diabetics during the Covid-19 pandemicinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisLibânio, Marcelohttp://lattes.cnpq.br/5168671769851394Aquino, Sérgio Francisco dehttp://lattes.cnpq.br/8758653660694681Lopes, Wilton SilvaCeballos, Beatriz Suzana Ovruski dehttp://lattes.cnpq.br/9321950498637802http://lattes.cnpq.br/0065347070645012Guerra, Alaine de Britoinfo:eu-repo/semantics/openAccessporreponame:Repositório Institucional da Universidade Estadual da Paraíba (UEPB)instname:Universidade Estadual da Paraíba (UEPB)instacron:UEPBORIGINALAlaine de Brito Guerra.pdfapplication/pdf1787696https://repositorio.uepb.edu.br/bitstreams/1a0e03af-4774-4da7-b64c-468232245762/download6bd0b35ebf464af75d4afd011fb94e39MD51trueAnonymousREADTHUMBNAILAlaine de Brito Guerra.pdf.jpgAlaine de Brito Guerra.pdf.jpgGenerated Thumbnailimage/jpeg3466https://repositorio.uepb.edu.br/bitstreams/110da636-4d59-4428-8ad8-42659d67df8c/downloada6b554836bf87684bf564b5d952d9a8aMD52falseAnonymousREADLICENSElicense.txtlicense.txttext/plain; charset=utf-81324https://repositorio.uepb.edu.br/bitstreams/eb7ab5c8-9493-42a6-876e-dc524f6330d5/downloadea12793326f265c7d8ea2bcdd2c49d6fMD53falseAnonymousREAD123456789/721942026-05-06T11:50:22.046210Zopen.accessoai:repositorio.uepb.edu.br:123456789/72194https://repositorio.uepb.edu.brRepositório InstitucionalPUBhttp://dspace.bc.uepb.edu.br/oai/requestsibuepb@setor.uepb.edu.bropendoar:2026-05-06T11:50:22Repositório Institucional da Universidade Estadual da Paraíba (UEPB) - Universidade Estadual da Paraíba (UEPB)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 |
| dc.title.none.fl_str_mv |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino |
| dc.title.alternative.eng.fl_str_mv |
Assessment of health services and quality of life for diabetics during the Covid-19 pandemic |
| title |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino |
| spellingShingle |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino Guerra, Alaine de Brito Water Treatment Cyanobacteria Cyanotoxins Activated carbon CNPQ Tratamento de água Cianobactérias Cianotoxinas Carvão ativado |
| title_short |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino |
| title_full |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino |
| title_fullStr |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino |
| title_full_unstemmed |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino |
| title_sort |
Avaliação em escala de bancada do emprego de carvão ativado granular na remoção de microcistina-LR na potabilização de águas eutrofizadas do semiárido nordestino |
| author |
Guerra, Alaine de Brito |
| author_facet |
Guerra, Alaine de Brito |
| author_role |
author |
| dc.contributor.advisor-co1.fl_str_mv |
Libânio, Marcelo |
| dc.contributor.advisor-co1Lattes.fl_str_mv |
http://lattes.cnpq.br/5168671769851394 |
| dc.contributor.referee1.fl_str_mv |
Aquino, Sérgio Francisco de |
| dc.contributor.referee1Lattes.fl_str_mv |
http://lattes.cnpq.br/8758653660694681 |
| dc.contributor.referee2.fl_str_mv |
Lopes, Wilton Silva |
| dc.contributor.advisor1.fl_str_mv |
Ceballos, Beatriz Suzana Ovruski de |
| dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/9321950498637802 |
| dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/0065347070645012 |
| dc.contributor.author.fl_str_mv |
Guerra, Alaine de Brito |
| contributor_str_mv |
Libânio, Marcelo Aquino, Sérgio Francisco de Lopes, Wilton Silva Ceballos, Beatriz Suzana Ovruski de |
| dc.subject.eng.fl_str_mv |
Water Treatment Cyanobacteria Cyanotoxins Activated carbon |
| topic |
Water Treatment Cyanobacteria Cyanotoxins Activated carbon CNPQ Tratamento de água Cianobactérias Cianotoxinas Carvão ativado |
| dc.subject.cnpq.fl_str_mv |
CNPQ |
| dc.subject.por.fl_str_mv |
Tratamento de água Cianobactérias Cianotoxinas Carvão ativado |
| description |
Usually, conventional water purification technology with eutrophic waters (high density of cyanobacteria and dissolved toxins) does not guarantee that the water produced is within the maximum allowable concentration of 1.0 µg/L of microcystin (Decree 2914/2011). Additional processes are needed, and the use of activated carbon is considered effective to reduced or eliminate those toxins. The present study aimed to evaluate in a bench-scale the removal of microcystin-LR in water supplies using conventional treatment followed by adsorption with granular activated carbon. The experiment was conducted in two stages. In the first stage coagulation assays were performed with the evaluation of five coagulants (with and without the use of polymers as auxiliaries) in order to select the most appropriate coagulant and its concentration to the water under investigation. The second stage were coagulation / flocculation tests and sedimentation using the conditions defined in the first step with raw water with an addition of a defined concentration of microcystin-LR extract. The extracted was obtained from the culture of a toxigenic strain of Microcystis aeruginosa. The final effluent was decanted in the jar test and stored. Two peristaltic pumps adduced the reserved water to the sand filters; the sand filter effluent was distributed to two columns of granular activated carbon with different particle size (0.42 to 1.40 and 0.60 to 2.36 mm). The results of coagulation assays showed the best results of removal of apparent color, turbidity, phytoplankton and particular true color, which is a strong competitor for the adsorption sites of activated carbon, with the polyaluminum chloride (dosage of 9.92 mg L -1 of Al 3 + and pH between 5 and 6, without the addition of alkalizing or acidifying). The conventional treatment steps were not efficient for microcystin-LR removal while the granular activated carbon from coconut showed high percentages of removal (80 to 100%). Although no statistically significant differences were observed in the removal of MC-LR between the different particle size, the had breakthrough coal to the smaller particle size (CC2) occurred in a shorter contact time (2 hours) which eventually reflected in a lower qe (2.1 µg/g) and a higher rate of use (8.09 gCAG / Lwater) when compared to the smaller particle size (CC1) that showed the best performance both in terms of qe (8.9 µg/g) as the rate use of (1.93 gCAG / Lwater) confirming its use in actual scale, since it ensures an effluent concentration below the Decree 2914/11 for a longer time and using a smaller quantity of coal. |
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2012 |
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2012-11-30 |
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2012-05-30 |
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2015-09-25T12:19:59Z 2026-02-25T12:48:41Z |
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GUERRA, Alaine de Brito. . 2012. 98 f. Dissertação (Mestrado em Tecnologia Ambiental) - Universidade Estadual da Paraíba, Campina Grande, 2012. |
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24004014005P9 |
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GUERRA, Alaine de Brito. . 2012. 98 f. Dissertação (Mestrado em Tecnologia Ambiental) - Universidade Estadual da Paraíba, Campina Grande, 2012. 24004014005P9 |
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