Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)

Detalhes bibliográficos
Autor(a) principal: Paula, Liliane Magnavaca de
Data de Publicação: 2011
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFU
Texto Completo: https://repositorio.ufu.br/handle/123456789/14157
https://doi.org/10.14393/ufu.di.2011.90
Resumo: This study evaluated the capacity of self-depuration of the Jordão River considering the true contributions of the Brejo Alegre stream in time of drought and during the rainy period, having in sight the launching of effluents of part of Araguari town, Minas Gerais, in the stream using QUAL-UFMG model. There was the simulation of two situations, considering estimated pollutant loads of Sewage Treatment Plants and the low capacity of dilution of the river for the critical flow, using anaerobic lake treatment system followed by facultative lake (1st Situation) and by conventional activated sludge (2nd Situation), launched directly at the confluence of Brejo Alegre stream and Jordão River. Parallel to the study of self-depuration it was determined the key-curve in a specific point of the Jordão River, beyond the Water Quality Index in the Brejo Alegre stream right at the confluence with the Jordão River, and along the Jordão River, for the periods of drought and rain. In the tracing of the key-curve, the data measured adjusted well to the estimated ones of flow, reaching the equation Q = 9.804.(h+0.7)3.672, attributing the Coefficient of Determination to equal to 0.815 until the absence of rotation counter of the reel s helices in the beginning of the experimental activities. The study of Water Quality Index for the period of drought detected a good level for the Jordão River at all points, coinciding with the level encountered in the 2nd trimester of 2010, in according to the Instituto Mineiro de Gestão de Águas monitoring, resulting Water Quality Index equal to 66.92, 87.90, 86.73, 87.79 and 87.97, respectively, for the Brejo Alegre stream, points A, B, C and D of the Jordão River, from upstream to downstream. Yet in the rainy period it achieved medium level of Water Quality Index for the Brejo Alegre stream and point A of the Jordão River upstream from the confluence of the stream and a good level for the Jordão River downstream from the confluence, being equal to 57.77, 52.59, 86.29 and 77.73, respectively, for the Brejo Alegre stream, points A, B and D of the Jordão River, from upstream to downstream. The simulations for the drought period and rainy period presented satisfactory adjusts to the data measured to the estimated, showing the prevalence of the deoxygenating by carbonaceous demand over the nitrification and the importance of the natural repair in the self-depurating process. The dissolved oxygen, nitrogen and fractions, phosphorus and fecal coliform (Escherichia-coli in this study) parameters respected the limits recommended by the Conselho Nacional do Meio Ambiente, Resolution 357:2005, in all its extension, for the Class 2 rivers, classification in which the Jordão River fits. In regard to biochemical oxygen demand, the whole section is out of the regulation due to the reception of pollutant loads from the Brejo Alegre stream. As for the simulating of extreme situations, a pollution estimated for 7422 habitants for the 1st Situation and 14840 habitants for the 2nd Situation would guarantee the capacity of self-depuration of the Jordão River, respecting the recommendations of the Resolution 357:2005, considering the imprecision of the methodology of analysis of the biochemical oxygen demand and that in the simulations it was used a critical flow of the Jordão River 2.6 times inferior to the smallest flow measured in the period of drought.
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spelling Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)Water quality evaluation and self-depuration of Jordão River, Araguari (MG)Índice de qualidade das águasAutodepuraçãoModelo QUAL-UFMGRio JordãoCórrego Brejo AlegreÁgua - Controle de qualidade - Araguari (MG)Water quality indexSelf-depurationQUAL-UFMG modelJordão riverBrejo Alegre StreamCNPQ::ENGENHARIAS::ENGENHARIA CIVILThis study evaluated the capacity of self-depuration of the Jordão River considering the true contributions of the Brejo Alegre stream in time of drought and during the rainy period, having in sight the launching of effluents of part of Araguari town, Minas Gerais, in the stream using QUAL-UFMG model. There was the simulation of two situations, considering estimated pollutant loads of Sewage Treatment Plants and the low capacity of dilution of the river for the critical flow, using anaerobic lake treatment system followed by facultative lake (1st Situation) and by conventional activated sludge (2nd Situation), launched directly at the confluence of Brejo Alegre stream and Jordão River. Parallel to the study of self-depuration it was determined the key-curve in a specific point of the Jordão River, beyond the Water Quality Index in the Brejo Alegre stream right at the confluence with the Jordão River, and along the Jordão River, for the periods of drought and rain. In the tracing of the key-curve, the data measured adjusted well to the estimated ones of flow, reaching the equation Q = 9.804.(h+0.7)3.672, attributing the Coefficient of Determination to equal to 0.815 until the absence of rotation counter of the reel s helices in the beginning of the experimental activities. The study of Water Quality Index for the period of drought detected a good level for the Jordão River at all points, coinciding with the level encountered in the 2nd trimester of 2010, in according to the Instituto Mineiro de Gestão de Águas monitoring, resulting Water Quality Index equal to 66.92, 87.90, 86.73, 87.79 and 87.97, respectively, for the Brejo Alegre stream, points A, B, C and D of the Jordão River, from upstream to downstream. Yet in the rainy period it achieved medium level of Water Quality Index for the Brejo Alegre stream and point A of the Jordão River upstream from the confluence of the stream and a good level for the Jordão River downstream from the confluence, being equal to 57.77, 52.59, 86.29 and 77.73, respectively, for the Brejo Alegre stream, points A, B and D of the Jordão River, from upstream to downstream. The simulations for the drought period and rainy period presented satisfactory adjusts to the data measured to the estimated, showing the prevalence of the deoxygenating by carbonaceous demand over the nitrification and the importance of the natural repair in the self-depurating process. The dissolved oxygen, nitrogen and fractions, phosphorus and fecal coliform (Escherichia-coli in this study) parameters respected the limits recommended by the Conselho Nacional do Meio Ambiente, Resolution 357:2005, in all its extension, for the Class 2 rivers, classification in which the Jordão River fits. In regard to biochemical oxygen demand, the whole section is out of the regulation due to the reception of pollutant loads from the Brejo Alegre stream. As for the simulating of extreme situations, a pollution estimated for 7422 habitants for the 1st Situation and 14840 habitants for the 2nd Situation would guarantee the capacity of self-depuration of the Jordão River, respecting the recommendations of the Resolution 357:2005, considering the imprecision of the methodology of analysis of the biochemical oxygen demand and that in the simulations it was used a critical flow of the Jordão River 2.6 times inferior to the smallest flow measured in the period of drought.Fundação de Amparo a Pesquisa do Estado de Minas GeraisMestre em Engenharia CivilEste trabalho avaliou a capacidade de autodepuração do rio Jordão considerando-se as contribuições reais do córrego Brejo Alegre em período de estiagem e chuvoso, tendo em vista o lançamento de efluentes brutos de parte da cidade de Araguari, Minas Gerais, no córrego, utilizando o modelo QUAL-UFMG. Também simulou-se dois cenários, considerando cargas poluidoras estimadas de Estações de Tratamento de Esgoto e a baixa capacidade de diluição do rio para a vazão crítica, utilizando sistema de tratamento por lagoa anaeróbia seguida por lagoa facultativa (1º Cenário) e por lodo ativado convencional (2º Cenário), lançadas diretamente na confluência do córrego Brejo Alegre com o rio Jordão. Paralelo ao estudo de autodepuração foi determinada a curva-chave em um ponto específico do rio Jordão, além do Índice de Qualidade das Águas no córrego Brejo Alegre logo na confluência com o rio Jordão, e ao longo do rio Jordão, para os períodos de estiagem e chuvoso. No traçado da curva-chave, os dados medidos ajustaram-se bem aos estimados de vazão, alcançando a equação Q = 9,804.(h+0,7)3,672, atribuindo o Coeficiente de Determinação igual a 0,815 à ausência de contador de rotações da hélice do molinete no início das atividades experimentais. O estudo do Índice de Qualidade das Águas para o período de estiagem detectou nível bom para o rio Jordão em todos os pontos, coincidindo com o nível encontrado no 2º trimestre de 2010, de acordo com o monitoramento do Instituto Mineiro de Gestão das Águas, resultando Índice de Qualidade das Águas igual a 66,92, 87,90, 86,73, 87,79 e 87,97, respectivamente, para o córrego Brejo Alegre, pontos A, B, C e D do rio Jordão, de montante a jusante. Já no período chuvoso alcançou-se nível médio do Índice de Qualidade das Águas para o córrego Brejo Alegre e ponto A no rio Jordão a montante da confluência com o córrego e nível bom para o rio Jordão a jusante da confluência, sendo igual a 57,77, 52,59, 86,29 e 77,73, respectivamente, para o córrego Brejo Alegre, pontos A, B e D do rio Jordão, de montante a jusante. As simulações para o período de estiagem e chuvoso apresentaram satisfatórios ajustes dos dados medidos aos estimados, evidenciando a prevalência da desoxigenação por demanda carbonácea sobre a nitrificação e a importância da reaeração natural no processo de autodepuração. Os parâmetros oxigênio dissolvido, nitrogênio e frações, fósforo e coliformes termotolerantes (Escherichia-coli neste trabalho) respeitaram os limites preconizados pelo Conselho Nacional do Meio Ambiente, Resolução 357:2005, em toda a sua extensão, para rios de Classe 2, classificação em que o rio Jordão enquadra-se. Com relação a demanda bioquímica de oxigênio, todo o trecho encontrou-se fora da regulamentação devido ao recebimento de cargas poluidoras do córrego Brejo Alegre. Quanto à simulação dos cenários extremos, uma população estimada de 7422 habitantes para o 1o Cenário e 14840 habitantes para o 2º Cenário garantiriam a capacidade de autodepuração do rio Jordão, respeitando as preconizações da Resolução 357:2005, considerando-se as imprecisões da metodologia de análise da demanda bioquímica de oxigênio e que nas simulações adotou-se uma vazão crítica no rio Jordão 2,6 vezes inferior à menor vazão medida no período de estiagem.Universidade Federal de UberlândiaBRPrograma de Pós-graduação em Engenharia CivilEngenhariasUFUSalla, Marcio Ricardohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4707314Z2Alamy Filho, José Eduardohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4703201Y9Silva, Gustavo Henrique Ribeiro daPaula, Liliane Magnavaca de2016-06-22T18:37:15Z2012-02-232016-06-22T18:37:15Z2011-08-26info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfapplication/pdfPAULA, Liliane Magnavaca de. Water quality evaluation and self-depuration of Jordão River, Araguari (MG). 2011. 196 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Uberlândia, Uberlândia, 2011. DOI https://doi.org/10.14393/ufu.di.2011.90https://repositorio.ufu.br/handle/123456789/14157https://doi.org/10.14393/ufu.di.2011.90porinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFUinstname:Universidade Federal de Uberlândia (UFU)instacron:UFU2022-12-27T20:27:15Zoai:repositorio.ufu.br:123456789/14157Repositório InstitucionalONGhttp://repositorio.ufu.br/oai/requestdiinf@dirbi.ufu.bropendoar:2022-12-27T20:27:15Repositório Institucional da UFU - Universidade Federal de Uberlândia (UFU)false
dc.title.none.fl_str_mv Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
Water quality evaluation and self-depuration of Jordão River, Araguari (MG)
title Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
spellingShingle Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
Paula, Liliane Magnavaca de
Índice de qualidade das águas
Autodepuração
Modelo QUAL-UFMG
Rio Jordão
Córrego Brejo Alegre
Água - Controle de qualidade - Araguari (MG)
Water quality index
Self-depuration
QUAL-UFMG model
Jordão river
Brejo Alegre Stream
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
title_full Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
title_fullStr Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
title_full_unstemmed Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
title_sort Avaliação da qualidade da água e autodepuração do Rio Jordão, Araguari (MG)
author Paula, Liliane Magnavaca de
author_facet Paula, Liliane Magnavaca de
author_role author
dc.contributor.none.fl_str_mv Salla, Marcio Ricardo
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4707314Z2
Alamy Filho, José Eduardo
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4703201Y9
Silva, Gustavo Henrique Ribeiro da
dc.contributor.author.fl_str_mv Paula, Liliane Magnavaca de
dc.subject.por.fl_str_mv Índice de qualidade das águas
Autodepuração
Modelo QUAL-UFMG
Rio Jordão
Córrego Brejo Alegre
Água - Controle de qualidade - Araguari (MG)
Water quality index
Self-depuration
QUAL-UFMG model
Jordão river
Brejo Alegre Stream
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
topic Índice de qualidade das águas
Autodepuração
Modelo QUAL-UFMG
Rio Jordão
Córrego Brejo Alegre
Água - Controle de qualidade - Araguari (MG)
Water quality index
Self-depuration
QUAL-UFMG model
Jordão river
Brejo Alegre Stream
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description This study evaluated the capacity of self-depuration of the Jordão River considering the true contributions of the Brejo Alegre stream in time of drought and during the rainy period, having in sight the launching of effluents of part of Araguari town, Minas Gerais, in the stream using QUAL-UFMG model. There was the simulation of two situations, considering estimated pollutant loads of Sewage Treatment Plants and the low capacity of dilution of the river for the critical flow, using anaerobic lake treatment system followed by facultative lake (1st Situation) and by conventional activated sludge (2nd Situation), launched directly at the confluence of Brejo Alegre stream and Jordão River. Parallel to the study of self-depuration it was determined the key-curve in a specific point of the Jordão River, beyond the Water Quality Index in the Brejo Alegre stream right at the confluence with the Jordão River, and along the Jordão River, for the periods of drought and rain. In the tracing of the key-curve, the data measured adjusted well to the estimated ones of flow, reaching the equation Q = 9.804.(h+0.7)3.672, attributing the Coefficient of Determination to equal to 0.815 until the absence of rotation counter of the reel s helices in the beginning of the experimental activities. The study of Water Quality Index for the period of drought detected a good level for the Jordão River at all points, coinciding with the level encountered in the 2nd trimester of 2010, in according to the Instituto Mineiro de Gestão de Águas monitoring, resulting Water Quality Index equal to 66.92, 87.90, 86.73, 87.79 and 87.97, respectively, for the Brejo Alegre stream, points A, B, C and D of the Jordão River, from upstream to downstream. Yet in the rainy period it achieved medium level of Water Quality Index for the Brejo Alegre stream and point A of the Jordão River upstream from the confluence of the stream and a good level for the Jordão River downstream from the confluence, being equal to 57.77, 52.59, 86.29 and 77.73, respectively, for the Brejo Alegre stream, points A, B and D of the Jordão River, from upstream to downstream. The simulations for the drought period and rainy period presented satisfactory adjusts to the data measured to the estimated, showing the prevalence of the deoxygenating by carbonaceous demand over the nitrification and the importance of the natural repair in the self-depurating process. The dissolved oxygen, nitrogen and fractions, phosphorus and fecal coliform (Escherichia-coli in this study) parameters respected the limits recommended by the Conselho Nacional do Meio Ambiente, Resolution 357:2005, in all its extension, for the Class 2 rivers, classification in which the Jordão River fits. In regard to biochemical oxygen demand, the whole section is out of the regulation due to the reception of pollutant loads from the Brejo Alegre stream. As for the simulating of extreme situations, a pollution estimated for 7422 habitants for the 1st Situation and 14840 habitants for the 2nd Situation would guarantee the capacity of self-depuration of the Jordão River, respecting the recommendations of the Resolution 357:2005, considering the imprecision of the methodology of analysis of the biochemical oxygen demand and that in the simulations it was used a critical flow of the Jordão River 2.6 times inferior to the smallest flow measured in the period of drought.
publishDate 2011
dc.date.none.fl_str_mv 2011-08-26
2012-02-23
2016-06-22T18:37:15Z
2016-06-22T18:37:15Z
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.uri.fl_str_mv PAULA, Liliane Magnavaca de. Water quality evaluation and self-depuration of Jordão River, Araguari (MG). 2011. 196 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Uberlândia, Uberlândia, 2011. DOI https://doi.org/10.14393/ufu.di.2011.90
https://repositorio.ufu.br/handle/123456789/14157
https://doi.org/10.14393/ufu.di.2011.90
identifier_str_mv PAULA, Liliane Magnavaca de. Water quality evaluation and self-depuration of Jordão River, Araguari (MG). 2011. 196 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Uberlândia, Uberlândia, 2011. DOI https://doi.org/10.14393/ufu.di.2011.90
url https://repositorio.ufu.br/handle/123456789/14157
https://doi.org/10.14393/ufu.di.2011.90
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Uberlândia
BR
Programa de Pós-graduação em Engenharia Civil
Engenharias
UFU
publisher.none.fl_str_mv Universidade Federal de Uberlândia
BR
Programa de Pós-graduação em Engenharia Civil
Engenharias
UFU
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFU
instname:Universidade Federal de Uberlândia (UFU)
instacron:UFU
instname_str Universidade Federal de Uberlândia (UFU)
instacron_str UFU
institution UFU
reponame_str Repositório Institucional da UFU
collection Repositório Institucional da UFU
repository.name.fl_str_mv Repositório Institucional da UFU - Universidade Federal de Uberlândia (UFU)
repository.mail.fl_str_mv diinf@dirbi.ufu.br
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