Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG)
| Ano de defesa: | 2014 |
|---|---|
| Autor(a) principal: | |
| Orientador(a): | |
| Banca de defesa: | , |
| Tipo de documento: | Dissertação |
| Tipo de acesso: | Acesso aberto |
| Idioma: | por |
| Instituição de defesa: |
Universidade Federal de Alfenas
|
| Programa de Pós-Graduação: |
Programa de Pós-Graduação em Ciência e Engenharia Ambiental
|
| Departamento: |
Instituto de Ciência e Tecnologia
|
| País: |
Brasil
|
| Palavras-chave em Português: | |
| Área do conhecimento CNPq: | |
| Link de acesso: | https://repositorio.unifal-mg.edu.br/handle/123456789/618 |
Resumo: | This study is aimed to evaluate the process of self-depuration of the river Lambari on the stretch that comprises the timely release of the domestic sewage from the urban area of Poços de Caldas (MG). There were 5 sampling points (P1 to P5) established along the section studied, the variables analyzed in the field and laboratory were: pH, air and water temperature, conductivity, dissolved oxygen, biochemical oxygen demand, nitrate, phosphate, fecal coliforms, total dissolved and suspended solids and turbidity. Besides water quality, flow measurements were made at point P4 for 1 (one) hydrological year. Two models were used to calibrate the water quality variables, the traditional model of Streeter-Phelps and the QUAL-UFMG model. After calibration, the simulation was performed for two scenarios, the scenario with 60% of efficiency of released wastewater treatment and the scenario with 90% of efficiency of sewage treatment. The results achieved showed that water quality deteriorated in the month of August/2013, fact related to the difficulty of dilution and self-depuration of the river, due to the low rainfall of the month. With the flow values it was possible to obtain the curve - Key Q = 29,0574.(H-0,26191)1,1618, so this may optimize future work. The calibration of the two models, in general, had acceptable and plausible results, the coefficients proved themselves with a good grip to the field data. The simulation results indicated that the efficiency to 60% of the treatment is reasonable for the river Lambari to recover up to its mouth, reaching the Class 2 standards established by CONAMA Resolution 357/05. In general, the tools for simulating the processes of self-depuration of the water bodies used, the Streeter-Phelps model and QUAL-UFMG, proved to be useful for decision making in the management plans of water resources. |
| id |
UNIFAL_12c88c15bd61156abc532e86fefb1469 |
|---|---|
| oai_identifier_str |
oai:repositorio.unifal-mg.edu.br:123456789/618 |
| network_acronym_str |
UNIFAL |
| network_name_str |
Repositório Institucional da Universidade Federal de Alfenas - RiUnifal |
| repository_id_str |
|
| spelling |
Tonon, Kessehttp://lattes.cnpq.br/6166513254973886Silveira, AlexandreGonçalves, Júlio CésarSardinha, Diego De SouzaSouza, Antônio Donizetti Gonçalves Dehttp://lattes.cnpq.br/27197207553223502015-07-31T18:29:05Z2014-07-31TONON, Kesse. Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG). 2014. 167 f. Dissertação (Mestrado em Ciência e Engenharia Ambiental) - Universidade Federal de Alfenas, Poços de Caldas, MG, 2014.https://repositorio.unifal-mg.edu.br/handle/123456789/618This study is aimed to evaluate the process of self-depuration of the river Lambari on the stretch that comprises the timely release of the domestic sewage from the urban area of Poços de Caldas (MG). There were 5 sampling points (P1 to P5) established along the section studied, the variables analyzed in the field and laboratory were: pH, air and water temperature, conductivity, dissolved oxygen, biochemical oxygen demand, nitrate, phosphate, fecal coliforms, total dissolved and suspended solids and turbidity. Besides water quality, flow measurements were made at point P4 for 1 (one) hydrological year. Two models were used to calibrate the water quality variables, the traditional model of Streeter-Phelps and the QUAL-UFMG model. After calibration, the simulation was performed for two scenarios, the scenario with 60% of efficiency of released wastewater treatment and the scenario with 90% of efficiency of sewage treatment. The results achieved showed that water quality deteriorated in the month of August/2013, fact related to the difficulty of dilution and self-depuration of the river, due to the low rainfall of the month. With the flow values it was possible to obtain the curve - Key Q = 29,0574.(H-0,26191)1,1618, so this may optimize future work. The calibration of the two models, in general, had acceptable and plausible results, the coefficients proved themselves with a good grip to the field data. The simulation results indicated that the efficiency to 60% of the treatment is reasonable for the river Lambari to recover up to its mouth, reaching the Class 2 standards established by CONAMA Resolution 357/05. In general, the tools for simulating the processes of self-depuration of the water bodies used, the Streeter-Phelps model and QUAL-UFMG, proved to be useful for decision making in the management plans of water resources.Este estudo teve como objetivo avaliar o processo de autodepuração do rio Lambari no trecho que compreende o lançamento pontual do esgoto doméstico proveniente da área urbana de Poços de Caldas (MG). Foram estabelecidos 5 pontos de coleta (P1 a P5) ao longo do trecho estudado, as variáveis analisadas em campo e laboratório foram: pH, temperatura do ar e água, condutividade, oxigênio dissolvido, demanda bioquímica de oxigênio, nitrato, fosfato, coliformes termotolerantes, sólidos totais dissolvidos e suspensos e turbidez. Além da qualidade da água, foram feitas medidas de vazão no ponto P4 durante 1 (um) ano hidrológico. Dois modelos foram utilizados para calibrar as variáveis da qualidade da água, o modelo tradicional de Streeter-Phelps e o modelo QUAL-UFMG. Após a calibração, foi realizada a simulação de dois cenários, o cenário com 60% de eficiência de tratamento do esgoto lançado e o cenário com 90% de eficiência de tratamento do esgoto. Os resultados obtidos mostraram que qualidade da água se deteriorou no mês de agosto/2013, fato relacionado à dificuldade de diluição e autodepuração do rio, devido à baixa pluviometria do mês. Com os valores de vazão foi possível obter a curva - chave Q = 29,0574.(H-0,26191)1,1618, sendo que esta pode otimizar trabalhos futuros. A calibração dos dois modelos, de forma geral, teve resultados aceitáveis e plausíveis, os coeficientes mostraram-se com uma boa aderência aos dados de campo. Os resultados das simulações indicaram que a eficiência a 60% do tratamento é razoável para que o rio Lambari se recupere até sua foz, alcançando os padrões da classe 2 estabelecidos pela Resolução CONAMA 357/05. Em geral, as ferramentas para simulação dos processos de autodepuração dos corpos hídricos empregadas, o modelo de Streeter-Phelps e QUAL-UFMG, demonstraram ser úteis para tomadas de decisão nos planos de gerenciamento de recursos hídricos.Fundação de Amparo à Pesquisa do Estado de Minas Gerais - FAPEMIGapplication/pdfporUniversidade Federal de AlfenasPrograma de Pós-Graduação em Ciência e Engenharia AmbientalUNIFAL-MGBrasilInstituto de Ciência e Tecnologiainfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-nd/4.0/AutodepuraçãoQualidade da águaENGENHARIA SANITARIA::RECURSOS HIDRICOSModelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG)info:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/publishedVersion-4297417259498638931600600600162673199464443160-1527361517405938873reponame:Repositório Institucional da Universidade Federal de Alfenas - RiUnifalinstname:Universidade Federal de Alfenas (UNIFAL)instacron:UNIFALTonon, KesseLICENSElicense.txtlicense.txttext/plain; charset=utf-81987https://repositorio.unifal-mg.edu.br/bitstreams/4e440c91-db06-42cc-968d-9652e6ebdc63/download31555718c4fc75849dd08f27935d4f6bMD51CC-LICENSElicense_urllicense_urltext/plain; charset=utf-849https://repositorio.unifal-mg.edu.br/bitstreams/68e405f0-0638-4eab-8624-f79630f10ecb/download4afdbb8c545fd630ea7db775da747b2fMD52license_textlicense_texttext/html; charset=utf-821326https://repositorio.unifal-mg.edu.br/bitstreams/ab31d4a0-a50e-42d9-b2e7-f8fd665db590/download3ece24ca8606da559a21ffc79b7a9f85MD53license_rdflicense_rdfapplication/rdf+xml; charset=utf-823148https://repositorio.unifal-mg.edu.br/bitstreams/db50a601-7f15-4e44-98c7-5270390f8e89/download9da0b6dfac957114c6a7714714b86306MD54ORIGINALDISSERTAÇÃO Kesse Tonon 2014.pdfDISSERTAÇÃO Kesse Tonon 2014.pdfModelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG)application/pdf3577108https://repositorio.unifal-mg.edu.br/bitstreams/54ce7ad8-0c1f-4ba1-967a-1d14490cc13e/download640e3786e54a1259e89c087579222eabMD55TEXTDISSERTAÇÃO Kesse Tonon 2014.pdf.txtDISSERTAÇÃO Kesse Tonon 2014.pdf.txtExtracted texttext/plain104435https://repositorio.unifal-mg.edu.br/bitstreams/d7ca6465-9a5c-4ecd-9c25-c4bb2c9df3d0/download6aa1e9d7e586eabca62a006e745b7daaMD58THUMBNAILDISSERTAÇÃO Kesse Tonon 2014.pdf.jpgDISSERTAÇÃO Kesse Tonon 2014.pdf.jpgGenerated Thumbnailimage/jpeg2410https://repositorio.unifal-mg.edu.br/bitstreams/a647a5cf-54c0-4de8-a1ec-31e846291c2c/download5052b27e1d13fb05f0e67769fe8609c2MD57123456789/6182026-01-07 14:39:07.193http://creativecommons.org/licenses/by-nc-nd/4.0/open.accessoai:repositorio.unifal-mg.edu.br:123456789/618https://repositorio.unifal-mg.edu.brRepositório InstitucionalPUBhttps://bdtd.unifal-mg.edu.br:8443/oai/requestrepositorio@unifal-mg.edu.bropendoar:2026-01-07T17:39:07Repositório Institucional da Universidade Federal de Alfenas - RiUnifal - Universidade Federal de Alfenas (UNIFAL)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 |
| dc.title.pt-BR.fl_str_mv |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) |
| title |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) |
| spellingShingle |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) Tonon, Kesse Autodepuração Qualidade da água ENGENHARIA SANITARIA::RECURSOS HIDRICOS |
| title_short |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) |
| title_full |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) |
| title_fullStr |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) |
| title_full_unstemmed |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) |
| title_sort |
Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG) |
| author |
Tonon, Kesse |
| author_facet |
Tonon, Kesse |
| author_role |
author |
| dc.contributor.author.fl_str_mv |
Tonon, Kesse |
| dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/6166513254973886 |
| dc.contributor.advisor-co1.fl_str_mv |
Silveira, Alexandre |
| dc.contributor.referee1.fl_str_mv |
Gonçalves, Júlio César |
| dc.contributor.referee2.fl_str_mv |
Sardinha, Diego De Souza |
| dc.contributor.advisor1.fl_str_mv |
Souza, Antônio Donizetti Gonçalves De |
| dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/2719720755322350 |
| contributor_str_mv |
Silveira, Alexandre Gonçalves, Júlio César Sardinha, Diego De Souza Souza, Antônio Donizetti Gonçalves De |
| dc.subject.por.fl_str_mv |
Autodepuração Qualidade da água |
| topic |
Autodepuração Qualidade da água ENGENHARIA SANITARIA::RECURSOS HIDRICOS |
| dc.subject.cnpq.fl_str_mv |
ENGENHARIA SANITARIA::RECURSOS HIDRICOS |
| description |
This study is aimed to evaluate the process of self-depuration of the river Lambari on the stretch that comprises the timely release of the domestic sewage from the urban area of Poços de Caldas (MG). There were 5 sampling points (P1 to P5) established along the section studied, the variables analyzed in the field and laboratory were: pH, air and water temperature, conductivity, dissolved oxygen, biochemical oxygen demand, nitrate, phosphate, fecal coliforms, total dissolved and suspended solids and turbidity. Besides water quality, flow measurements were made at point P4 for 1 (one) hydrological year. Two models were used to calibrate the water quality variables, the traditional model of Streeter-Phelps and the QUAL-UFMG model. After calibration, the simulation was performed for two scenarios, the scenario with 60% of efficiency of released wastewater treatment and the scenario with 90% of efficiency of sewage treatment. The results achieved showed that water quality deteriorated in the month of August/2013, fact related to the difficulty of dilution and self-depuration of the river, due to the low rainfall of the month. With the flow values it was possible to obtain the curve - Key Q = 29,0574.(H-0,26191)1,1618, so this may optimize future work. The calibration of the two models, in general, had acceptable and plausible results, the coefficients proved themselves with a good grip to the field data. The simulation results indicated that the efficiency to 60% of the treatment is reasonable for the river Lambari to recover up to its mouth, reaching the Class 2 standards established by CONAMA Resolution 357/05. In general, the tools for simulating the processes of self-depuration of the water bodies used, the Streeter-Phelps model and QUAL-UFMG, proved to be useful for decision making in the management plans of water resources. |
| publishDate |
2014 |
| dc.date.issued.fl_str_mv |
2014-07-31 |
| dc.date.accessioned.fl_str_mv |
2015-07-31T18:29:05Z |
| dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
| dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| format |
masterThesis |
| status_str |
publishedVersion |
| dc.identifier.citation.fl_str_mv |
TONON, Kesse. Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG). 2014. 167 f. Dissertação (Mestrado em Ciência e Engenharia Ambiental) - Universidade Federal de Alfenas, Poços de Caldas, MG, 2014. |
| dc.identifier.uri.fl_str_mv |
https://repositorio.unifal-mg.edu.br/handle/123456789/618 |
| identifier_str_mv |
TONON, Kesse. Modelagem da qualidade da água utilizando os modelos Streeter-Phelps e QUAL-UFMG na Bacia do Rio Lambari - Poços de Caldas (MG). 2014. 167 f. Dissertação (Mestrado em Ciência e Engenharia Ambiental) - Universidade Federal de Alfenas, Poços de Caldas, MG, 2014. |
| url |
https://repositorio.unifal-mg.edu.br/handle/123456789/618 |
| dc.language.iso.fl_str_mv |
por |
| language |
por |
| dc.relation.department.fl_str_mv |
-4297417259498638931 |
| dc.relation.confidence.fl_str_mv |
600 600 600 |
| dc.relation.cnpq.fl_str_mv |
162673199464443160 |
| dc.relation.sponsorship.fl_str_mv |
-1527361517405938873 |
| dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess http://creativecommons.org/licenses/by-nc-nd/4.0/ |
| eu_rights_str_mv |
openAccess |
| rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
| dc.format.none.fl_str_mv |
application/pdf |
| dc.publisher.none.fl_str_mv |
Universidade Federal de Alfenas |
| dc.publisher.program.fl_str_mv |
Programa de Pós-Graduação em Ciência e Engenharia Ambiental |
| dc.publisher.initials.fl_str_mv |
UNIFAL-MG |
| dc.publisher.country.fl_str_mv |
Brasil |
| dc.publisher.department.fl_str_mv |
Instituto de Ciência e Tecnologia |
| publisher.none.fl_str_mv |
Universidade Federal de Alfenas |
| dc.source.none.fl_str_mv |
reponame:Repositório Institucional da Universidade Federal de Alfenas - RiUnifal instname:Universidade Federal de Alfenas (UNIFAL) instacron:UNIFAL |
| instname_str |
Universidade Federal de Alfenas (UNIFAL) |
| instacron_str |
UNIFAL |
| institution |
UNIFAL |
| reponame_str |
Repositório Institucional da Universidade Federal de Alfenas - RiUnifal |
| collection |
Repositório Institucional da Universidade Federal de Alfenas - RiUnifal |
| bitstream.url.fl_str_mv |
https://repositorio.unifal-mg.edu.br/bitstreams/4e440c91-db06-42cc-968d-9652e6ebdc63/download https://repositorio.unifal-mg.edu.br/bitstreams/68e405f0-0638-4eab-8624-f79630f10ecb/download https://repositorio.unifal-mg.edu.br/bitstreams/ab31d4a0-a50e-42d9-b2e7-f8fd665db590/download https://repositorio.unifal-mg.edu.br/bitstreams/db50a601-7f15-4e44-98c7-5270390f8e89/download https://repositorio.unifal-mg.edu.br/bitstreams/54ce7ad8-0c1f-4ba1-967a-1d14490cc13e/download https://repositorio.unifal-mg.edu.br/bitstreams/d7ca6465-9a5c-4ecd-9c25-c4bb2c9df3d0/download https://repositorio.unifal-mg.edu.br/bitstreams/a647a5cf-54c0-4de8-a1ec-31e846291c2c/download |
| bitstream.checksum.fl_str_mv |
31555718c4fc75849dd08f27935d4f6b 4afdbb8c545fd630ea7db775da747b2f 3ece24ca8606da559a21ffc79b7a9f85 9da0b6dfac957114c6a7714714b86306 640e3786e54a1259e89c087579222eab 6aa1e9d7e586eabca62a006e745b7daa 5052b27e1d13fb05f0e67769fe8609c2 |
| bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 MD5 MD5 |
| repository.name.fl_str_mv |
Repositório Institucional da Universidade Federal de Alfenas - RiUnifal - Universidade Federal de Alfenas (UNIFAL) |
| repository.mail.fl_str_mv |
repositorio@unifal-mg.edu.br |
| _version_ |
1859830893223346176 |