Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu

Detalhes bibliográficos
Autor(a) principal: QUEGE, Karina Eliane
Data de Publicação: 2011
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFG
Texto Completo: http://repositorio.bc.ufg.br/tede/handle/tde/612
Resumo: This study aimed to evaluate the efficiency of three species of bamboo (Guadua angustifolia, Phyllostachys aurea and Phyllostachys bambusoides) in the sanitary sewage treatment, with a vertically downward sub-surface flow root zone system, in Goiânia, GO, Brazil. Sewage from a university was applied to asbestos cement water tanks with 1,000 liters volume capacity, filled with oxisol above a 0,26 m drainage layer of gravel # 3. Bamboo seedlings were planted in nine beds and three beds remained without plants (controls). The wastewater was captured at the initial part of a facultative pond and applied to the surface of the treatment beds, three times a day, using a timer controlled pump. It was used a hydraulic retention time (HRT) of 2.3 days for 150 days and a HRT of 5.2 days for 360 days. Within the treatment beds, the wastewater was maintained two inches below the substrate surface. For a period of twelve months sewage samples were collected before and after passing through each treatment bed. The samples were submitted to laboratory testing for determination of chemical oxygen demand, biochemical oxygen demand, turbidity, ammonia nitrogen, phosphates, fecal coliforms and hydrogenic potential. The evapotranspiration rate of each treatment was measured, their efficiencies in removing the sewage pollutant load were calculated and the behavior of plants in treatment beds were observed. The results were submitted to F and Tukey (5% of probability) tests. Bamboo plants of G. angustifolia and P. bambusoides species developed normally, while the plants of the specie P. aurea had developmental delay because of the sewage application. In general, the specie G. angustifolia showed greater efficiency in removing the pollution load of all attributes. Effluent attended the Brazilian legislate for disposal in to receiving bodies. There was a higher removal of BOD and phosphate to the HRT of 5.2 days. The HRT of 2.3 days was better on removing ammonia nitrogen, while the removal of COD and fecal coliforms were not affected by different HRTs.
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spelling ALMEIDA, Rogério de Araújohttp://lattes.cnpq.br/7455447665040845http://lattes.cnpq.br/4368120529046552QUEGE, Karina Eliane2014-07-29T15:01:45Z2011-12-272011-08-31QUEGE, Karina Eliane. Sewage treatment by root zone system using bamboo plants.. 2011. 85 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Goiás, Goiânia, 2011.http://repositorio.bc.ufg.br/tede/handle/tde/612This study aimed to evaluate the efficiency of three species of bamboo (Guadua angustifolia, Phyllostachys aurea and Phyllostachys bambusoides) in the sanitary sewage treatment, with a vertically downward sub-surface flow root zone system, in Goiânia, GO, Brazil. Sewage from a university was applied to asbestos cement water tanks with 1,000 liters volume capacity, filled with oxisol above a 0,26 m drainage layer of gravel # 3. Bamboo seedlings were planted in nine beds and three beds remained without plants (controls). The wastewater was captured at the initial part of a facultative pond and applied to the surface of the treatment beds, three times a day, using a timer controlled pump. It was used a hydraulic retention time (HRT) of 2.3 days for 150 days and a HRT of 5.2 days for 360 days. Within the treatment beds, the wastewater was maintained two inches below the substrate surface. For a period of twelve months sewage samples were collected before and after passing through each treatment bed. The samples were submitted to laboratory testing for determination of chemical oxygen demand, biochemical oxygen demand, turbidity, ammonia nitrogen, phosphates, fecal coliforms and hydrogenic potential. The evapotranspiration rate of each treatment was measured, their efficiencies in removing the sewage pollutant load were calculated and the behavior of plants in treatment beds were observed. The results were submitted to F and Tukey (5% of probability) tests. Bamboo plants of G. angustifolia and P. bambusoides species developed normally, while the plants of the specie P. aurea had developmental delay because of the sewage application. In general, the specie G. angustifolia showed greater efficiency in removing the pollution load of all attributes. Effluent attended the Brazilian legislate for disposal in to receiving bodies. There was a higher removal of BOD and phosphate to the HRT of 5.2 days. The HRT of 2.3 days was better on removing ammonia nitrogen, while the removal of COD and fecal coliforms were not affected by different HRTs.Este estudo teve por objetivo avaliar a eficiência de três espécies de bambu (Guadua angustifolia, Phyllostachys aurea e Phyllostachys bambusoides) no tratamento do esgoto sanitário, num sistema de tratamento do tipo zona de raízes, de fluxo subsuperficial vertical descendente, em Goiânia, GO. Esgoto sanitário, proveniente de uma universidade, foi aplicado em caixas de fibroamianto de 1.000 L, preenchidas com latossolo vermelho distroférrico de textura argilosa, sobre uma camada de drenagem com 0,26 m de brita #3. Plantaram-se as mudas de bambu em nove leitos e três permaneceram sem plantas (testemunhas). O esgoto afluente foi captado na parte inicial de uma lagoa facultativa e aplicado na superfície dos leitos de tratamento, três vezes ao dia, mediante bombeamento automatizado. Utilizou-se tempo de detenção hidráulica (TDH) de 2,3 dias, durante 150 dias e TDH de 5,2 dias por 360 dias. Dentro dos leitos de tratamento o esgoto foi mantido a cinco centímetros abaixo da superfície. Coletaram-se amostras do esgoto antes e após passar por cada leito de tratamento por um período de doze meses. As amostras foram submetidas a análises laboratoriais para determinação da demanda química de oxigênio, demanda bioquímica de oxigênio, turbidez, nitrogênio amoniacal, fosfato, potencial hidrogeniônico e coliformes termotolerantes. Mediu-se a taxa de evapotranspiração de cada um dos tratamentos, calcularam-se suas eficiências na remoção da carga poluidora e acompanharam-se o comportamento das plantas nos leitos. Os resultados foram submetidos aos testes F e de Tukey, a 5% de probabilidade. As plantas de bambu das espécies G. angustifolia e P. bambusoides desenvolveram-se normalmente, enquanto as plantas da espécie P. aurea tiveram seu desenvolvimento comprometido pela aplicação do esgoto. De maneira geral, a espécie G. angustifolia apresentou maior eficiência na remoção da carga poluidora de todos os atributos. Os efluentes atenderam à legislação brasileira para disposição em corpos receptores. Houve maior remoção de DBO e de fosfato para o TDH de 5,2 dias. O TDH de 2,3 dias foi melhor para a remoção de nitrogênio amoniacal, enquanto a remoção de coliformes termotolerantes e da DQO não foi influenciada pelos diferentes TDHs.Made available in DSpace on 2014-07-29T15:01:45Z (GMT). No. of bitstreams: 1 Karina Eliane Quege.pdf: 2299254 bytes, checksum: 60b811294da50c6518123c2b3f534a25 (MD5) Previous issue date: 2011-08-31application/pdfhttp://repositorio.bc.ufg.br/TEDE/retrieve/3163/Karina%20Eliane%20Quege.pdf.jpgporUniversidade Federal de GoiásMestrado em Engenharia do Meio AmbienteUFGBREngenhariasAalagados construídosFito-remediaçãoEvapotranspiraçãoAfluente1. Eng sanitária efluentes; 2. Esgoto sanitário Tratamento; 3. Bambu FitorremediaçãoConstructed wetlandsPhyto-remediationEvapotranspirationAffluentCNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO AMBIENTALTratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambuSewage treatment by root zone system using bamboo plants.info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFGinstname:Universidade Federal de Goiás (UFG)instacron:UFGORIGINALKarina Eliane Quege.pdfapplication/pdf2299254http://repositorio.bc.ufg.br/tede/bitstreams/2d00f4d0-0c88-49a4-872d-0a992c48096d/download60b811294da50c6518123c2b3f534a25MD51THUMBNAILKarina Eliane Quege.pdf.jpgKarina Eliane Quege.pdf.jpgGenerated Thumbnailimage/jpeg1943http://repositorio.bc.ufg.br/tede/bitstreams/54e06da2-7c0c-4aa6-be9a-fde2e150b862/downloadcc73c4c239a4c332d642ba1e7c7a9fb2MD52tde/6122014-07-30 03:03:25.299open.accessoai:repositorio.bc.ufg.br:tde/612http://repositorio.bc.ufg.br/tedeRepositório InstitucionalPUBhttp://repositorio.bc.ufg.br/oai/requesttasesdissertacoes.bc@ufg.bropendoar:2014-07-30T06:03:25Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)false
dc.title.por.fl_str_mv Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
dc.title.alternative.eng.fl_str_mv Sewage treatment by root zone system using bamboo plants.
title Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
spellingShingle Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
QUEGE, Karina Eliane
Aalagados construídos
Fito-remediação
Evapotranspiração
Afluente
1. Eng sanitária efluentes; 2. Esgoto sanitário Tratamento; 3. Bambu Fitorremediação
Constructed wetlands
Phyto-remediation
Evapotranspiration
Affluent
CNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL
title_short Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
title_full Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
title_fullStr Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
title_full_unstemmed Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
title_sort Tratamento de esgoto sanitário pelo sistema zona de raízes utilizando plantas de bambu
author QUEGE, Karina Eliane
author_facet QUEGE, Karina Eliane
author_role author
dc.contributor.advisor1.fl_str_mv ALMEIDA, Rogério de Araújo
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/7455447665040845
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/4368120529046552
dc.contributor.author.fl_str_mv QUEGE, Karina Eliane
contributor_str_mv ALMEIDA, Rogério de Araújo
dc.subject.por.fl_str_mv Aalagados construídos
Fito-remediação
Evapotranspiração
Afluente
1. Eng sanitária efluentes; 2. Esgoto sanitário Tratamento; 3. Bambu Fitorremediação
topic Aalagados construídos
Fito-remediação
Evapotranspiração
Afluente
1. Eng sanitária efluentes; 2. Esgoto sanitário Tratamento; 3. Bambu Fitorremediação
Constructed wetlands
Phyto-remediation
Evapotranspiration
Affluent
CNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL
dc.subject.eng.fl_str_mv Constructed wetlands
Phyto-remediation
Evapotranspiration
Affluent
dc.subject.cnpq.fl_str_mv CNPQ::ENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL
description This study aimed to evaluate the efficiency of three species of bamboo (Guadua angustifolia, Phyllostachys aurea and Phyllostachys bambusoides) in the sanitary sewage treatment, with a vertically downward sub-surface flow root zone system, in Goiânia, GO, Brazil. Sewage from a university was applied to asbestos cement water tanks with 1,000 liters volume capacity, filled with oxisol above a 0,26 m drainage layer of gravel # 3. Bamboo seedlings were planted in nine beds and three beds remained without plants (controls). The wastewater was captured at the initial part of a facultative pond and applied to the surface of the treatment beds, three times a day, using a timer controlled pump. It was used a hydraulic retention time (HRT) of 2.3 days for 150 days and a HRT of 5.2 days for 360 days. Within the treatment beds, the wastewater was maintained two inches below the substrate surface. For a period of twelve months sewage samples were collected before and after passing through each treatment bed. The samples were submitted to laboratory testing for determination of chemical oxygen demand, biochemical oxygen demand, turbidity, ammonia nitrogen, phosphates, fecal coliforms and hydrogenic potential. The evapotranspiration rate of each treatment was measured, their efficiencies in removing the sewage pollutant load were calculated and the behavior of plants in treatment beds were observed. The results were submitted to F and Tukey (5% of probability) tests. Bamboo plants of G. angustifolia and P. bambusoides species developed normally, while the plants of the specie P. aurea had developmental delay because of the sewage application. In general, the specie G. angustifolia showed greater efficiency in removing the pollution load of all attributes. Effluent attended the Brazilian legislate for disposal in to receiving bodies. There was a higher removal of BOD and phosphate to the HRT of 5.2 days. The HRT of 2.3 days was better on removing ammonia nitrogen, while the removal of COD and fecal coliforms were not affected by different HRTs.
publishDate 2011
dc.date.available.fl_str_mv 2011-12-27
dc.date.issued.fl_str_mv 2011-08-31
dc.date.accessioned.fl_str_mv 2014-07-29T15:01:45Z
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 QUEGE, Karina Eliane. Sewage treatment by root zone system using bamboo plants.. 2011. 85 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Goiás, Goiânia, 2011.
dc.identifier.uri.fl_str_mv http://repositorio.bc.ufg.br/tede/handle/tde/612
identifier_str_mv QUEGE, Karina Eliane. Sewage treatment by root zone system using bamboo plants.. 2011. 85 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Goiás, Goiânia, 2011.
url http://repositorio.bc.ufg.br/tede/handle/tde/612
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dc.publisher.program.fl_str_mv Mestrado em Engenharia do Meio Ambiente
dc.publisher.initials.fl_str_mv UFG
dc.publisher.country.fl_str_mv BR
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