Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV
Autor(a) principal: | |
---|---|
Data de Publicação: | 2010 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | LOCUS Repositório Institucional da UFV |
Texto Completo: | http://locus.ufv.br/handle/123456789/3738 |
Resumo: | Effluents from textile industries are recalcitrant to biological degradation, resulting in problems such as low on color removal and COD removal. In this paper, alternatives to conventional treatments of effluents from the textile industry were investigated. They have applied advanced oxidation process for effluent treated H2O2/UV alone for treated wastewater and in combination with ultrafiltration for the raw wastewater and treated by activated sludge extended aeration. The application of the various proposed treatments aimed to increase the removal of recalcitrant organic matter (COD), color and acute toxicity and identify interfering with each treatment. The experiment based on response surface method was applied to evaluate the interactive effects of factors (pH, dose of H2O2 and reaction time) on the removal efficiency of COD and color, and optimize the operational conditions of each treatment process investigated. The effects were determined by measuring the concentration of COD and color. The models for COD and color removal in the combined treatment (UF + H2O2/UV) were well adjusted, resulting in optimized parameters such as pH = 6, dose of H2O2 = 8 mmol.L-1 and reaction time = 80 minutes were the variables optimized for this process, it reached an efficiency of 90% for COD and color. In applying (Activated Sludge + H2O2/UV) the treated effluent by activated sludge was not possible to generate a model, because none of the factors was significant, analysis of response surfaces was obtained as optimized parameters pH = 3, dose H2O2 = 12 mmol.L-1 and reaction time = 60 minutes, it reached an efficiency of 85% to 75% for COD and color. Finally the application of combined treatment (BRM + H2O2/UV) presented model well suited for color removal, but not presented for COD, and pH = 7, dose of H2O2 = 5 mmol.L-1 and reaction time of 50 minutes with removal efficiency of 95% of COD and 87% color. |
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Dutra, Henrique Simões Rosahttp://lattes.cnpq.br/4148965734747652Silva, Cláudio Mudadohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4727931T6Bastos, Rafael Kopschitz Xavierhttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4781284H6Mounteer, Ann Honorhttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4723208Y4Bellato, Carlos Robertohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4727950A6Reis, Césarhttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4785327P6Borges, Alisson Carrarohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4706302U9Leão, Mônica Maria Dinizhttp://lattes.cnpq.br/67751387647634932015-03-26T13:27:59Z2011-09-282015-03-26T13:27:59Z2010-08-27DUTRA, Henrique Simões Rosa. Combined treatment of textile industry wastewaters by ultrafiltration and H2O2/UV. 2010. 86 f. Dissertação (Mestrado em Geotecnia; Saneamento ambiental) - Universidade Federal de Viçosa, Viçosa, 2010.http://locus.ufv.br/handle/123456789/3738Effluents from textile industries are recalcitrant to biological degradation, resulting in problems such as low on color removal and COD removal. In this paper, alternatives to conventional treatments of effluents from the textile industry were investigated. They have applied advanced oxidation process for effluent treated H2O2/UV alone for treated wastewater and in combination with ultrafiltration for the raw wastewater and treated by activated sludge extended aeration. The application of the various proposed treatments aimed to increase the removal of recalcitrant organic matter (COD), color and acute toxicity and identify interfering with each treatment. The experiment based on response surface method was applied to evaluate the interactive effects of factors (pH, dose of H2O2 and reaction time) on the removal efficiency of COD and color, and optimize the operational conditions of each treatment process investigated. The effects were determined by measuring the concentration of COD and color. The models for COD and color removal in the combined treatment (UF + H2O2/UV) were well adjusted, resulting in optimized parameters such as pH = 6, dose of H2O2 = 8 mmol.L-1 and reaction time = 80 minutes were the variables optimized for this process, it reached an efficiency of 90% for COD and color. In applying (Activated Sludge + H2O2/UV) the treated effluent by activated sludge was not possible to generate a model, because none of the factors was significant, analysis of response surfaces was obtained as optimized parameters pH = 3, dose H2O2 = 12 mmol.L-1 and reaction time = 60 minutes, it reached an efficiency of 85% to 75% for COD and color. Finally the application of combined treatment (BRM + H2O2/UV) presented model well suited for color removal, but not presented for COD, and pH = 7, dose of H2O2 = 5 mmol.L-1 and reaction time of 50 minutes with removal efficiency of 95% of COD and 87% color.Efluentes de indústrias têxteis apresentam recalcitrância à degradação biológica, resultando em problemas como baixa remoção de cor e relativa remoção de DQO. Neste trabalho, alternativas aos tratamentos convencionais de efluentes da indústria têxtil foram investigadas. Aplicou-se o processo oxidativo avançado H2O2/UV isoladamente para efluente tratado e em conjunto com a ultrafiltração para o efluente bruto e tratado por sistema de lodos ativados de aeração prolongada. Da aplicação dos diferentes tratamentos propostos objetivou-se aumentar a remoção da matéria orgânica recalcitrante (DQO), cor e toxicidade aguda e identificar interferentes a cada tratamento. O delineamento experimental baseado no método de superfície de resposta foi aplicado para avaliar os efeitos interativos de fatores (pH, dose de H2O2 e tempo de reação) sobre a eficiência de remoção de DQO e cor e otimizar as condições operacionais do processo de cada tratamento investigado. Os efeitos foram determinados pela medida da concentração de DQO e cor. Os modelos gerados para remoção DQO e cor no tratamento combinado (UF+H2O2/UV) foram bem ajustados, obtendo-se como variáveis otimizadas pH = 6, dose de H2O2 = 8 mmol.L-1 e Tempo de reação = 80 minutos foram as variáveis otimizadas para este processo, onde alcançou uma eficiência de 90% para DQO e cor. Na aplicação de (Lodos Ativados + H2O2/UV) ao efluente tratado pelo sistema de lodos ativados não foi possível gerar um modelo, pois nenhum dos fatores foi significativo, da análise das superfícies de reposta obteve-se como variáveis otimizadas pH = 3, dose de H2O2 = 12 mmol.L-1 e Tempo de reação = 60 minutos, onde alcançou uma eficiência de 85% para DQO e 75% para cor. Por fim a aplicação do tratamento combinado (BRM + H2O2/UV), apresentou modelo bem ajustado para remoção de cor, porém não apresentou para DQO, sendo pH = 7, dose de H2O2 = 5 mmol.L-1 e tempo de reação de 50 minutos, com eficiência de remoção de 95% da DQO e 87% da cor.Conselho Nacional de Desenvolvimento Científico e Tecnológicoapplication/pdfporUniversidade Federal de ViçosaMestrado em Engenharia CivilUFVBRGeotecnia; Saneamento ambientalRemoão de cor e DQOH2O2/UVInfiltraçãoEfluente têxtilSuperfície de respostaColor removal and DQO removalH2O2/UVUltrafiltrationTextile effluentCNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::TRATAMENTO DE AGUAS DE ABASTECIMENTO E RESIDUARIASTratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UVCombined treatment of textile industry wastewaters by ultrafiltration and H2O2/UVinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/openAccessreponame:LOCUS Repositório Institucional da UFVinstname:Universidade Federal de Viçosa (UFV)instacron:UFVORIGINALtexto completo.pdfapplication/pdf1685233https://locus.ufv.br//bitstream/123456789/3738/1/texto%20completo.pdf2d7aab22adfe49e2d84420a0580054a2MD51TEXTtexto completo.pdf.txttexto completo.pdf.txtExtracted texttext/plain151687https://locus.ufv.br//bitstream/123456789/3738/2/texto%20completo.pdf.txt7c002417f72e4d17e79c5306e484dbb4MD52THUMBNAILtexto completo.pdf.jpgtexto completo.pdf.jpgIM Thumbnailimage/jpeg3656https://locus.ufv.br//bitstream/123456789/3738/3/texto%20completo.pdf.jpg04382d1f008e9bfc79cb64d498fee7fbMD53123456789/37382016-04-09 23:14:21.993oai:locus.ufv.br:123456789/3738Repositório InstitucionalPUBhttps://www.locus.ufv.br/oai/requestfabiojreis@ufv.bropendoar:21452016-04-10T02:14:21LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)false |
dc.title.por.fl_str_mv |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV |
dc.title.alternative.eng.fl_str_mv |
Combined treatment of textile industry wastewaters by ultrafiltration and H2O2/UV |
title |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV |
spellingShingle |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV Dutra, Henrique Simões Rosa Remoão de cor e DQO H2O2/UV Infiltração Efluente têxtil Superfície de resposta Color removal and DQO removal H2O2/UV Ultrafiltration Textile effluent CNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::TRATAMENTO DE AGUAS DE ABASTECIMENTO E RESIDUARIAS |
title_short |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV |
title_full |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV |
title_fullStr |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV |
title_full_unstemmed |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV |
title_sort |
Tratamento combinado de efluentes da indústria têxtil por ultrafiltração e H2O2/UV |
author |
Dutra, Henrique Simões Rosa |
author_facet |
Dutra, Henrique Simões Rosa |
author_role |
author |
dc.contributor.authorLattes.por.fl_str_mv |
http://lattes.cnpq.br/4148965734747652 |
dc.contributor.author.fl_str_mv |
Dutra, Henrique Simões Rosa |
dc.contributor.advisor-co1.fl_str_mv |
Silva, Cláudio Mudado |
dc.contributor.advisor-co1Lattes.fl_str_mv |
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4727931T6 |
dc.contributor.advisor-co2.fl_str_mv |
Bastos, Rafael Kopschitz Xavier |
dc.contributor.advisor-co2Lattes.fl_str_mv |
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4781284H6 |
dc.contributor.advisor1.fl_str_mv |
Mounteer, Ann Honor |
dc.contributor.advisor1Lattes.fl_str_mv |
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4723208Y4 |
dc.contributor.referee1.fl_str_mv |
Bellato, Carlos Roberto |
dc.contributor.referee1Lattes.fl_str_mv |
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4727950A6 |
dc.contributor.referee2.fl_str_mv |
Reis, César |
dc.contributor.referee2Lattes.fl_str_mv |
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4785327P6 |
dc.contributor.referee3.fl_str_mv |
Borges, Alisson Carraro |
dc.contributor.referee3Lattes.fl_str_mv |
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4706302U9 |
dc.contributor.referee4.fl_str_mv |
Leão, Mônica Maria Diniz |
dc.contributor.referee4Lattes.fl_str_mv |
http://lattes.cnpq.br/6775138764763493 |
contributor_str_mv |
Silva, Cláudio Mudado Bastos, Rafael Kopschitz Xavier Mounteer, Ann Honor Bellato, Carlos Roberto Reis, César Borges, Alisson Carraro Leão, Mônica Maria Diniz |
dc.subject.por.fl_str_mv |
Remoão de cor e DQO H2O2/UV Infiltração Efluente têxtil Superfície de resposta |
topic |
Remoão de cor e DQO H2O2/UV Infiltração Efluente têxtil Superfície de resposta Color removal and DQO removal H2O2/UV Ultrafiltration Textile effluent CNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::TRATAMENTO DE AGUAS DE ABASTECIMENTO E RESIDUARIAS |
dc.subject.eng.fl_str_mv |
Color removal and DQO removal H2O2/UV Ultrafiltration Textile effluent |
dc.subject.cnpq.fl_str_mv |
CNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::TRATAMENTO DE AGUAS DE ABASTECIMENTO E RESIDUARIAS |
description |
Effluents from textile industries are recalcitrant to biological degradation, resulting in problems such as low on color removal and COD removal. In this paper, alternatives to conventional treatments of effluents from the textile industry were investigated. They have applied advanced oxidation process for effluent treated H2O2/UV alone for treated wastewater and in combination with ultrafiltration for the raw wastewater and treated by activated sludge extended aeration. The application of the various proposed treatments aimed to increase the removal of recalcitrant organic matter (COD), color and acute toxicity and identify interfering with each treatment. The experiment based on response surface method was applied to evaluate the interactive effects of factors (pH, dose of H2O2 and reaction time) on the removal efficiency of COD and color, and optimize the operational conditions of each treatment process investigated. The effects were determined by measuring the concentration of COD and color. The models for COD and color removal in the combined treatment (UF + H2O2/UV) were well adjusted, resulting in optimized parameters such as pH = 6, dose of H2O2 = 8 mmol.L-1 and reaction time = 80 minutes were the variables optimized for this process, it reached an efficiency of 90% for COD and color. In applying (Activated Sludge + H2O2/UV) the treated effluent by activated sludge was not possible to generate a model, because none of the factors was significant, analysis of response surfaces was obtained as optimized parameters pH = 3, dose H2O2 = 12 mmol.L-1 and reaction time = 60 minutes, it reached an efficiency of 85% to 75% for COD and color. Finally the application of combined treatment (BRM + H2O2/UV) presented model well suited for color removal, but not presented for COD, and pH = 7, dose of H2O2 = 5 mmol.L-1 and reaction time of 50 minutes with removal efficiency of 95% of COD and 87% color. |
publishDate |
2010 |
dc.date.issued.fl_str_mv |
2010-08-27 |
dc.date.available.fl_str_mv |
2011-09-28 2015-03-26T13:27:59Z |
dc.date.accessioned.fl_str_mv |
2015-03-26T13:27:59Z |
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 |
DUTRA, Henrique Simões Rosa. Combined treatment of textile industry wastewaters by ultrafiltration and H2O2/UV. 2010. 86 f. Dissertação (Mestrado em Geotecnia; Saneamento ambiental) - Universidade Federal de Viçosa, Viçosa, 2010. |
dc.identifier.uri.fl_str_mv |
http://locus.ufv.br/handle/123456789/3738 |
identifier_str_mv |
DUTRA, Henrique Simões Rosa. Combined treatment of textile industry wastewaters by ultrafiltration and H2O2/UV. 2010. 86 f. Dissertação (Mestrado em Geotecnia; Saneamento ambiental) - Universidade Federal de Viçosa, Viçosa, 2010. |
url |
http://locus.ufv.br/handle/123456789/3738 |
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por |
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por |
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info:eu-repo/semantics/openAccess |
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Universidade Federal de Viçosa |
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Mestrado em Engenharia Civil |
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UFV |
dc.publisher.country.fl_str_mv |
BR |
dc.publisher.department.fl_str_mv |
Geotecnia; Saneamento ambiental |
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Universidade Federal de Viçosa |
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UFV |
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LOCUS Repositório Institucional da UFV |
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