Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento

Detalhes bibliográficos
Autor(a) principal: Zimmermann, Bárbara Machado
Data de Publicação: 2024
Tipo de documento: Tese
Idioma: por
Título da fonte: Manancial - Repositório Digital da UFSM
Texto Completo: http://repositorio.ufsm.br/handle/1/31587
Resumo: Steroid hormones are constantly excreted by humans and reach surface waters through the discharge of domestic effluents. Although found in low concentrations in waters, can cause tissues, organs and cells damage of humans, aquatic organisms and wildlife. Among these, estrone (E1) has a high potential for endocrine disruption and is found in greater concentration in the environment due to its high persistence. Traditional wastewater treatment methods are unable to completely remove these micropollutants. Thus, due to the growing concern with water quality and public health, constructed wetlands (CWs) are being increasingly used for the decentralized wastewater treatment due to their economic and operational advantages over conventional treatment. But, when the sewage contains persistent organic pollutants, it is important to perform a final polishing of this effluent, such as the application of the adsorption with the use of powdered activated carbon (PAC). Both CWs and adsorption are technologies that present simplicity, low operating and maintenance costs and high efficiency rates for removing emerging pollutants, considerably reducing the availability of these species in the environment. Thus, the main objective of this work was the evaluation of the performance of the treatment vertical flow constructed wetland with saturated layer at the bottom followed by the adsorption operation as a polishing stage in the reduction of E1 from domestic wastewater. Quali-quantitative analyzes of raw and treated sewage samples in the CW and chemical and physical characterizations of the adsorbent were carried out. Through the experimental design CCD 2 3 , the effects of the variation of pH, temperature and adsorbent dosage on the TOC adsorption capacity was examined. The optimal condition for E1 reduction was determined from the TOC quantitation analysis. E1 reduction was analyzed using the UHPLC-MS technique. The results showed that the vertical flow constructed wetland with saturated layer at the bottom achieved removal efficiencies of 98.7% COD, 98.5% TSS and 80.39% TN, and that this final effluent of pilot system can be released into Brazilian´s natural water bodies and used for class B reuse activities. PAC showed amorphous, micro and mesoporous structure and a surface area of 617.35 m2 g -1 . Through the CCD 2 3 , it was possible to optimize the operational conditions. The optimal point was at pH= 12, temperature = 25ºC and PAC dosage = 1.1 g L-1 , achieving a removal efficiency of TN equivalent to 100% in the time of 180 minutes. The UHPLC-MS analysis showed that in the time of 30 minutes of adsorption there was a 100% reduction of E1 in the final effluent. Therefore, the combined process can be an excellent alternative for treatmet wastewater containing steroids.
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spelling Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimentoEstrone reduction of domestic wastewater in vertical flow constructed wetland with saturated layer at the bottom followed by adsorption as a polishing stagePoluentes emergentesDesreguladores endócrinosFiltros plantados com macrófitasHormôniosTratamento de esgoto domésticoEmerging pollutantsEndocrine disruptorsFilter planted with macrophytesHormonesDomestic wastewater treatmentCNPQ::ENGENHARIASSteroid hormones are constantly excreted by humans and reach surface waters through the discharge of domestic effluents. Although found in low concentrations in waters, can cause tissues, organs and cells damage of humans, aquatic organisms and wildlife. Among these, estrone (E1) has a high potential for endocrine disruption and is found in greater concentration in the environment due to its high persistence. Traditional wastewater treatment methods are unable to completely remove these micropollutants. Thus, due to the growing concern with water quality and public health, constructed wetlands (CWs) are being increasingly used for the decentralized wastewater treatment due to their economic and operational advantages over conventional treatment. But, when the sewage contains persistent organic pollutants, it is important to perform a final polishing of this effluent, such as the application of the adsorption with the use of powdered activated carbon (PAC). Both CWs and adsorption are technologies that present simplicity, low operating and maintenance costs and high efficiency rates for removing emerging pollutants, considerably reducing the availability of these species in the environment. Thus, the main objective of this work was the evaluation of the performance of the treatment vertical flow constructed wetland with saturated layer at the bottom followed by the adsorption operation as a polishing stage in the reduction of E1 from domestic wastewater. Quali-quantitative analyzes of raw and treated sewage samples in the CW and chemical and physical characterizations of the adsorbent were carried out. Through the experimental design CCD 2 3 , the effects of the variation of pH, temperature and adsorbent dosage on the TOC adsorption capacity was examined. The optimal condition for E1 reduction was determined from the TOC quantitation analysis. E1 reduction was analyzed using the UHPLC-MS technique. The results showed that the vertical flow constructed wetland with saturated layer at the bottom achieved removal efficiencies of 98.7% COD, 98.5% TSS and 80.39% TN, and that this final effluent of pilot system can be released into Brazilian´s natural water bodies and used for class B reuse activities. PAC showed amorphous, micro and mesoporous structure and a surface area of 617.35 m2 g -1 . Through the CCD 2 3 , it was possible to optimize the operational conditions. The optimal point was at pH= 12, temperature = 25ºC and PAC dosage = 1.1 g L-1 , achieving a removal efficiency of TN equivalent to 100% in the time of 180 minutes. The UHPLC-MS analysis showed that in the time of 30 minutes of adsorption there was a 100% reduction of E1 in the final effluent. Therefore, the combined process can be an excellent alternative for treatmet wastewater containing steroids.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESOs hormônios esteroides são excretados, constantemente, pelo homem e atingem as águas superficiais através da descarga de efluentes domésticos. Embora encontrados em baixas concentrações em águas, podem causar danos aos tecidos, órgãos e células dos seres humanos, dos organismos aquáticos e da vida selvagem. Dentre estes, a estrona (E1) apresenta alto potencial de desregulação endócrina e se encontra em maior concentração no ambiente devido a sua elevada persistência. Os métodos tradicionais de tratamento de águas residuárias são incapazes de remover totalmente estes micropoluentes. Assim, em razão da crescente preocupação com a qualidade da água e a saúde pública, os wetlands construídos (WCs) estão sendo cada vez mais utilizados para o tratamento descentralizado de águas residuárias devido as suas vantagens econômicas e operacionais frente ao tratamento convencional. Mas, quando as águas residuárias contêm poluentes orgânicos persistentes, é importante realizar um polimento final deste efluente, como a aplicação de adsorção com o uso do carvão ativado em pó (CAP). Tanto os WCs quanto a adsorção são tecnologias que apresentam simplicidade, baixos custos de operação e manutenção e altos índices de eficiência de remoção de poluentes emergentes, reduzindo consideravelmente a disponibilidade destas espécies no meio ambiente. Desta forma, o objetivo principal deste trabalho consistiu na avaliação do desempenho do tratamento wetland construído de fluxo vertical com fundo saturado (WCFV-FS) seguido da operação de adsorção como etapa de polimento na redução de E1 do esgoto doméstico. Foram realizadas análises quali-quantitativas das amostras de esgoto bruto e tratado no WC e caracterizações químicas e físicas do adsorvente. Foram examinados, através do planejamento experimental DCCR 2 3 , os efeitos da variação do pH, da temperatura e da dosagem do adsorvente sobre a capacidade de adsorção de COT. A condição ótima para redução de E1 foi determinada a partir da análise de quantificação de COT. A redução de E1 foi analisada a partir da técnica UHPLC-MS. Os resultados obtidos mostraram que o WCFV-FS alcançou eficiências de remoção de 98,7% DQO, 98,5% SST e 80,39% NT e que este efluente final do sistema piloto pode ser lançado em corpos hídricos nacionais e destinado às atividades de reuso da classe B. O CAP apresentou estrutura amorfa, micro e mesoporosa e uma área de superfície de 617,35 m2 g -1 . Através do DCCR 23 , foi possível otimizar as condições operacionais, constatando-se que o ponto ótimo foi em pH= 12, temperatura = 25ºC e dosagem CAP = 1,1 g L-1 , alcançando uma eficiência de remoção de TN equivalente a 100% em 180 min. A análise UHPLC-MS mostrou que em 30 min de adsorção houve uma redução de 100% de E1 no efluente final. Assim, o processo combinado pode ser uma excelente alternativa de tratamento de águas residuárias contendo esteroides.Universidade Federal de Santa MariaBrasilEngenharia AmbientalUFSMPrograma de Pós-Graduação em Engenharia AmbientalCentro de TecnologiaWolff, Delmira Beatrizhttp://lattes.cnpq.br/2590812446293555Dotto, Guilherme LuizCarissimi, ElvisMachado, Ênio LeandroKemerich, Pedro Daniel da CunhaCadaval , Tito Roberto Sant´AnnaZimmermann, Bárbara Machado2024-02-28T13:30:07Z2024-02-28T13:30:07Z2024-01-19info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdfhttp://repositorio.ufsm.br/handle/1/31587porAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSM2024-02-28T13:30:07Zoai:repositorio.ufsm.br:1/31587Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2024-02-28T13:30:07Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.none.fl_str_mv Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
Estrone reduction of domestic wastewater in vertical flow constructed wetland with saturated layer at the bottom followed by adsorption as a polishing stage
title Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
spellingShingle Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
Zimmermann, Bárbara Machado
Poluentes emergentes
Desreguladores endócrinos
Filtros plantados com macrófitas
Hormônios
Tratamento de esgoto doméstico
Emerging pollutants
Endocrine disruptors
Filter planted with macrophytes
Hormones
Domestic wastewater treatment
CNPQ::ENGENHARIAS
title_short Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
title_full Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
title_fullStr Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
title_full_unstemmed Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
title_sort Redução de estrona de esgoto doméstico em wetland construído de fluxo vertical com fundo saturado seguido de adsorção como etapa de polimento
author Zimmermann, Bárbara Machado
author_facet Zimmermann, Bárbara Machado
author_role author
dc.contributor.none.fl_str_mv Wolff, Delmira Beatriz
http://lattes.cnpq.br/2590812446293555
Dotto, Guilherme Luiz
Carissimi, Elvis
Machado, Ênio Leandro
Kemerich, Pedro Daniel da Cunha
Cadaval , Tito Roberto Sant´Anna
dc.contributor.author.fl_str_mv Zimmermann, Bárbara Machado
dc.subject.por.fl_str_mv Poluentes emergentes
Desreguladores endócrinos
Filtros plantados com macrófitas
Hormônios
Tratamento de esgoto doméstico
Emerging pollutants
Endocrine disruptors
Filter planted with macrophytes
Hormones
Domestic wastewater treatment
CNPQ::ENGENHARIAS
topic Poluentes emergentes
Desreguladores endócrinos
Filtros plantados com macrófitas
Hormônios
Tratamento de esgoto doméstico
Emerging pollutants
Endocrine disruptors
Filter planted with macrophytes
Hormones
Domestic wastewater treatment
CNPQ::ENGENHARIAS
description Steroid hormones are constantly excreted by humans and reach surface waters through the discharge of domestic effluents. Although found in low concentrations in waters, can cause tissues, organs and cells damage of humans, aquatic organisms and wildlife. Among these, estrone (E1) has a high potential for endocrine disruption and is found in greater concentration in the environment due to its high persistence. Traditional wastewater treatment methods are unable to completely remove these micropollutants. Thus, due to the growing concern with water quality and public health, constructed wetlands (CWs) are being increasingly used for the decentralized wastewater treatment due to their economic and operational advantages over conventional treatment. But, when the sewage contains persistent organic pollutants, it is important to perform a final polishing of this effluent, such as the application of the adsorption with the use of powdered activated carbon (PAC). Both CWs and adsorption are technologies that present simplicity, low operating and maintenance costs and high efficiency rates for removing emerging pollutants, considerably reducing the availability of these species in the environment. Thus, the main objective of this work was the evaluation of the performance of the treatment vertical flow constructed wetland with saturated layer at the bottom followed by the adsorption operation as a polishing stage in the reduction of E1 from domestic wastewater. Quali-quantitative analyzes of raw and treated sewage samples in the CW and chemical and physical characterizations of the adsorbent were carried out. Through the experimental design CCD 2 3 , the effects of the variation of pH, temperature and adsorbent dosage on the TOC adsorption capacity was examined. The optimal condition for E1 reduction was determined from the TOC quantitation analysis. E1 reduction was analyzed using the UHPLC-MS technique. The results showed that the vertical flow constructed wetland with saturated layer at the bottom achieved removal efficiencies of 98.7% COD, 98.5% TSS and 80.39% TN, and that this final effluent of pilot system can be released into Brazilian´s natural water bodies and used for class B reuse activities. PAC showed amorphous, micro and mesoporous structure and a surface area of 617.35 m2 g -1 . Through the CCD 2 3 , it was possible to optimize the operational conditions. The optimal point was at pH= 12, temperature = 25ºC and PAC dosage = 1.1 g L-1 , achieving a removal efficiency of TN equivalent to 100% in the time of 180 minutes. The UHPLC-MS analysis showed that in the time of 30 minutes of adsorption there was a 100% reduction of E1 in the final effluent. Therefore, the combined process can be an excellent alternative for treatmet wastewater containing steroids.
publishDate 2024
dc.date.none.fl_str_mv 2024-02-28T13:30:07Z
2024-02-28T13:30:07Z
2024-01-19
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/doctoralThesis
format doctoralThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://repositorio.ufsm.br/handle/1/31587
url http://repositorio.ufsm.br/handle/1/31587
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
Brasil
Engenharia Ambiental
UFSM
Programa de Pós-Graduação em Engenharia Ambiental
Centro de Tecnologia
publisher.none.fl_str_mv Universidade Federal de Santa Maria
Brasil
Engenharia Ambiental
UFSM
Programa de Pós-Graduação em Engenharia Ambiental
Centro de Tecnologia
dc.source.none.fl_str_mv reponame:Manancial - Repositório Digital da UFSM
instname:Universidade Federal de Santa Maria (UFSM)
instacron:UFSM
instname_str Universidade Federal de Santa Maria (UFSM)
instacron_str UFSM
institution UFSM
reponame_str Manancial - Repositório Digital da UFSM
collection Manancial - Repositório Digital da UFSM
repository.name.fl_str_mv Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)
repository.mail.fl_str_mv atendimento.sib@ufsm.br||tedebc@gmail.com
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