Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP

Detalhes bibliográficos
Autor(a) principal: Martínez Rodríguez, Carlos Andrés
Data de Publicação: 2019
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFSCAR
Texto Completo: https://repositorio.ufscar.br/handle/ufscar/11148
Resumo: In Brazil, the last decades registered an accelerated growth of urbanization, increasing the waterproofing of the soil and the direct flow, generating floods in the urban areas. As a measure to mitigate the resulting impacts, since the 90’s decade, the concept of compensatory techniques has been adopted, among them, the Detention Basins (DB), which are centralized techniques that are characterized by being dimensioned for large return periods, with the objective of detain rainwater over a period of time, reducing the flood peak. Due to the obligatoriness by the municipal legislation, DB are being implanted in new urban developments in the municipality of São Carlos, to guarantee the conservation of the pre-urbanization flow. According to this panorama, the present research has as objective the evaluation of these units under physical aspects, of project and urban integration. Were identified and characterized 23 Detention Basins and 3 Detention Basins Systems by satellite images and on-site visits, and were evaluated through variables consulted in the bibliographic review and adapted to the municipal reality. Also, aspects as sizing, construction, maintenance, costs and integration of some of the DB were analyzed through consultation of the memorials in the drainage projects and interviews with the agents involved with the issue. These resources permitted to identify that the location of the DB was directed to the perimeter zones of the municipality. Most of them being close to residences, but without being integrated in the same space of coexistence with the community, being isolated through gates and wiring. All DB have the sole function of hydrological control. The exception were three Basins that did not have a bottom hole for water outlet. The others DB presented shallow water sheet formation by the precipitation event and emptying it within 24 hours after rainfall. Regarding the state of conservation, it was observed as a common factor the presence of excessive vegetation and solid residues due to the lack of frequent maintenance activities. About sizing, was verified the use of the rational method to calculate the maximum flows. However, differences were identified in the calculation of hydrological parameters and the volume of detention in Basin’s drainage project, compared to the equations established by the Municipal Direction for Drainage Projects. Most DB had energy dissipators in their inlet structures preventing erosion, as well as elements for sediment retention. The activities necessary for the construction and operation of the DB do not represent a high complexity, being these mainly the soil movement and to prune along with the solid waste removal respectively. Two DB implantation cost ranges were identified, one of them at around R$25/ m³ and the other of R$50/m³; the calculated cost for the maintenance of the DB was R$342/ha.year. The DB implanted comply with the hydrological control function, but for a better integration of the technique in the urban environment it is necessary an improvement in the maintenance activities as well as the consideration of the multifunction of them in the conception of the urban project.
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spelling Martínez Rodríguez, Carlos AndrésTeixeira, Bernardo Arantes do Nascimentohttp://lattes.cnpq.br/1166854416745527http://lattes.cnpq.br/28946399315612579f254745-4174-4b94-bd94-56318d0005112019-03-27T19:57:56Z2019-03-27T19:57:56Z2019-03-15MARTÍNEZ RODRÍGUEZ, Carlos Andrés. Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP. 2019. Dissertação (Mestrado em Engenharia Urbana) – Universidade Federal de São Carlos, São Carlos, 2019. Disponível em: https://repositorio.ufscar.br/handle/ufscar/11148.https://repositorio.ufscar.br/handle/ufscar/11148In Brazil, the last decades registered an accelerated growth of urbanization, increasing the waterproofing of the soil and the direct flow, generating floods in the urban areas. As a measure to mitigate the resulting impacts, since the 90’s decade, the concept of compensatory techniques has been adopted, among them, the Detention Basins (DB), which are centralized techniques that are characterized by being dimensioned for large return periods, with the objective of detain rainwater over a period of time, reducing the flood peak. Due to the obligatoriness by the municipal legislation, DB are being implanted in new urban developments in the municipality of São Carlos, to guarantee the conservation of the pre-urbanization flow. According to this panorama, the present research has as objective the evaluation of these units under physical aspects, of project and urban integration. Were identified and characterized 23 Detention Basins and 3 Detention Basins Systems by satellite images and on-site visits, and were evaluated through variables consulted in the bibliographic review and adapted to the municipal reality. Also, aspects as sizing, construction, maintenance, costs and integration of some of the DB were analyzed through consultation of the memorials in the drainage projects and interviews with the agents involved with the issue. These resources permitted to identify that the location of the DB was directed to the perimeter zones of the municipality. Most of them being close to residences, but without being integrated in the same space of coexistence with the community, being isolated through gates and wiring. All DB have the sole function of hydrological control. The exception were three Basins that did not have a bottom hole for water outlet. The others DB presented shallow water sheet formation by the precipitation event and emptying it within 24 hours after rainfall. Regarding the state of conservation, it was observed as a common factor the presence of excessive vegetation and solid residues due to the lack of frequent maintenance activities. About sizing, was verified the use of the rational method to calculate the maximum flows. However, differences were identified in the calculation of hydrological parameters and the volume of detention in Basin’s drainage project, compared to the equations established by the Municipal Direction for Drainage Projects. Most DB had energy dissipators in their inlet structures preventing erosion, as well as elements for sediment retention. The activities necessary for the construction and operation of the DB do not represent a high complexity, being these mainly the soil movement and to prune along with the solid waste removal respectively. Two DB implantation cost ranges were identified, one of them at around R$25/ m³ and the other of R$50/m³; the calculated cost for the maintenance of the DB was R$342/ha.year. The DB implanted comply with the hydrological control function, but for a better integration of the technique in the urban environment it is necessary an improvement in the maintenance activities as well as the consideration of the multifunction of them in the conception of the urban project.No Brasil, as últimas décadas registraram um crescimento acelerado da urbanização aumentando a impermeabilização do solo e o escoamento direto, gerando inundações nas zonas urbanas. Como medida para mitigar os impactos decorrentes, a partir dos anos 1990 adotou-se o conceito de técnicas compensatórias, entre elas, as Bacias de Detenção (BD), as quais são técnicas centralizadas que se caracterizam por ser dimensionadas para grandes períodos de retorno, com o objetivo de deter as águas pluviais durante um período de tempo, diminuindo o pico de cheia. Devido a obrigatoriedade pela legislação municipal, as BD são implantadas nos empreendimentos do município de São Carlos, para garantir a conservação da vazão pré-urbanização. Com este panorama, a presente pesquisa tem como objetivo a avaliação destas unidades sob aspectos físicos, de projeto e integração urbana. Foram identificadas e caracterizadas 23 Bacias de Detenção e 3 Sistemas de Bacias de Detenção por meio de imagens de satélite e visitas in loco, e foram avaliadas mediante variáveis consultadas na revisão bibliográfica e adaptadas a realidade municipal. Igualmente foram analisados aspectos de dimensionamento, construção, manutenção, custos e integração de algumas das BD através da consulta dos memoriais nos projetos de drenagem e entrevistas realizadas aos agentes envolvidos com a temática. Com estes recursos, identificou-se a localização das BD voltadas para as zonas perimetrais da zona urbana, encontrando-se a maioria delas perto de residências, porém, sem integração ao espaço de convivência da comunidade sendo isoladas por meio de portões e alambrado. Todas as BD têm a única função de controle hidrológico. Com exceção de três Bacias que não possuíam orifício de fundo para a saída d’água, as demais BD apresentaram formação de lâmina de água de baixa profundidade pelo evento de precipitação e esvaziamento dentro das 24 horas após a chuva. Quanto ao estado de conservação, observou-se como fator comum a presença de vegetação excessiva e resíduos sólidos devido à falta de atividades de manutenção frequentes. Com respeito ao dimensionamento verificou-se a utilização do método racional para o cálculo das vazões máximas, no entanto identificaram-se diferenças no cálculo de parâmetros hidrológicos e do volume de detenção dos projetos de drenagem das BD, comparados com as equações estabelecidas pela Diretriz Municipal para Projetos de Drenagem. A maioria das BD contavam com dissipadores de energia em suas estruturas de entrada prevenindo a erosão, assim como elementos para a retenção de sedimentos. As atividades necessárias para a construção e operação das BD não representam uma alta complexidade, sendo estas primordialmente a movimentação de terra, e roçagem junto com a retirada de resíduos sólidos respetivamente. Identificaram-se duas faixas de custo de implantação das BD, um deles em torno dos R$25/m³ e o outro de R$50/m³; o custo calculado para a manutenção da BD foi de R$342/ha.ano. As BD implantadas cumprem com a função de controle hidrológico, porém, para uma melhor integração da técnica no meio urbano é necessária uma melhoria nas atividades de manutenção assim como a consideração do multiuso delas na concepção do projeto urbanístico.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)CAPES: Código de Financiamento 001porUniversidade Federal de São CarlosCâmpus São CarlosPrograma de Pós-Graduação em Engenharia Urbana - PPGEUUFSCarControle de cheiasManejo de águas pluviaisDrenagem urbanaTécnicas compensatóriasBacias de detençãoFlood controlStormwater managementUrban drainageCompensatory techniquesDetention basinsControl de inundacionesManejo de águas pluvialesDrenaje urbanaTécnicas compensatoriasReservatorios de detenciónENGENHARIAS::ENGENHARIA SANITARIA::RECURSOS HIDRICOS::CONTROLE DE ENCHENTES E DE BARRAGENSENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO BASICO::DRENAGEM URBANA DE AGUAS PLUVIAISAvaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SPEvaluation of stormwater detention basins implanted in the municipality of São Carlos, SPinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisOnline600ff0d949e-9b6d-4f47-945f-f204ee0494d2info:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFSCARinstname:Universidade Federal de São Carlos (UFSCAR)instacron:UFSCARORIGINALdissertação final.pdfdissertação final.pdfapplication/pdf15494916https://repositorio.ufscar.br/bitstream/ufscar/11148/1/disserta%c3%a7%c3%a3o%20%20final.pdfd7a3e426121e1ee293ddb0f8db9647c1MD51LICENSElicense.txtlicense.txttext/plain; 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dc.title.por.fl_str_mv Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
dc.title.alternative.eng.fl_str_mv Evaluation of stormwater detention basins implanted in the municipality of São Carlos, SP
title Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
spellingShingle Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
Martínez Rodríguez, Carlos Andrés
Controle de cheias
Manejo de águas pluviais
Drenagem urbana
Técnicas compensatórias
Bacias de detenção
Flood control
Stormwater management
Urban drainage
Compensatory techniques
Detention basins
Control de inundaciones
Manejo de águas pluviales
Drenaje urbana
Técnicas compensatorias
Reservatorios de detención
ENGENHARIAS::ENGENHARIA SANITARIA::RECURSOS HIDRICOS::CONTROLE DE ENCHENTES E DE BARRAGENS
ENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO BASICO::DRENAGEM URBANA DE AGUAS PLUVIAIS
title_short Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
title_full Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
title_fullStr Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
title_full_unstemmed Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
title_sort Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP
author Martínez Rodríguez, Carlos Andrés
author_facet Martínez Rodríguez, Carlos Andrés
author_role author
dc.contributor.authorlattes.por.fl_str_mv http://lattes.cnpq.br/2894639931561257
dc.contributor.author.fl_str_mv Martínez Rodríguez, Carlos Andrés
dc.contributor.advisor1.fl_str_mv Teixeira, Bernardo Arantes do Nascimento
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/1166854416745527
dc.contributor.authorID.fl_str_mv 9f254745-4174-4b94-bd94-56318d000511
contributor_str_mv Teixeira, Bernardo Arantes do Nascimento
dc.subject.por.fl_str_mv Controle de cheias
Manejo de águas pluviais
Drenagem urbana
Técnicas compensatórias
Bacias de detenção
topic Controle de cheias
Manejo de águas pluviais
Drenagem urbana
Técnicas compensatórias
Bacias de detenção
Flood control
Stormwater management
Urban drainage
Compensatory techniques
Detention basins
Control de inundaciones
Manejo de águas pluviales
Drenaje urbana
Técnicas compensatorias
Reservatorios de detención
ENGENHARIAS::ENGENHARIA SANITARIA::RECURSOS HIDRICOS::CONTROLE DE ENCHENTES E DE BARRAGENS
ENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO BASICO::DRENAGEM URBANA DE AGUAS PLUVIAIS
dc.subject.eng.fl_str_mv Flood control
Stormwater management
Urban drainage
Compensatory techniques
Detention basins
dc.subject.spa.fl_str_mv Control de inundaciones
Manejo de águas pluviales
Drenaje urbana
Técnicas compensatorias
Reservatorios de detención
dc.subject.cnpq.fl_str_mv ENGENHARIAS::ENGENHARIA SANITARIA::RECURSOS HIDRICOS::CONTROLE DE ENCHENTES E DE BARRAGENS
ENGENHARIAS::ENGENHARIA SANITARIA::SANEAMENTO BASICO::DRENAGEM URBANA DE AGUAS PLUVIAIS
description In Brazil, the last decades registered an accelerated growth of urbanization, increasing the waterproofing of the soil and the direct flow, generating floods in the urban areas. As a measure to mitigate the resulting impacts, since the 90’s decade, the concept of compensatory techniques has been adopted, among them, the Detention Basins (DB), which are centralized techniques that are characterized by being dimensioned for large return periods, with the objective of detain rainwater over a period of time, reducing the flood peak. Due to the obligatoriness by the municipal legislation, DB are being implanted in new urban developments in the municipality of São Carlos, to guarantee the conservation of the pre-urbanization flow. According to this panorama, the present research has as objective the evaluation of these units under physical aspects, of project and urban integration. Were identified and characterized 23 Detention Basins and 3 Detention Basins Systems by satellite images and on-site visits, and were evaluated through variables consulted in the bibliographic review and adapted to the municipal reality. Also, aspects as sizing, construction, maintenance, costs and integration of some of the DB were analyzed through consultation of the memorials in the drainage projects and interviews with the agents involved with the issue. These resources permitted to identify that the location of the DB was directed to the perimeter zones of the municipality. Most of them being close to residences, but without being integrated in the same space of coexistence with the community, being isolated through gates and wiring. All DB have the sole function of hydrological control. The exception were three Basins that did not have a bottom hole for water outlet. The others DB presented shallow water sheet formation by the precipitation event and emptying it within 24 hours after rainfall. Regarding the state of conservation, it was observed as a common factor the presence of excessive vegetation and solid residues due to the lack of frequent maintenance activities. About sizing, was verified the use of the rational method to calculate the maximum flows. However, differences were identified in the calculation of hydrological parameters and the volume of detention in Basin’s drainage project, compared to the equations established by the Municipal Direction for Drainage Projects. Most DB had energy dissipators in their inlet structures preventing erosion, as well as elements for sediment retention. The activities necessary for the construction and operation of the DB do not represent a high complexity, being these mainly the soil movement and to prune along with the solid waste removal respectively. Two DB implantation cost ranges were identified, one of them at around R$25/ m³ and the other of R$50/m³; the calculated cost for the maintenance of the DB was R$342/ha.year. The DB implanted comply with the hydrological control function, but for a better integration of the technique in the urban environment it is necessary an improvement in the maintenance activities as well as the consideration of the multifunction of them in the conception of the urban project.
publishDate 2019
dc.date.accessioned.fl_str_mv 2019-03-27T19:57:56Z
dc.date.available.fl_str_mv 2019-03-27T19:57:56Z
dc.date.issued.fl_str_mv 2019-03-15
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 MARTÍNEZ RODRÍGUEZ, Carlos Andrés. Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP. 2019. Dissertação (Mestrado em Engenharia Urbana) – Universidade Federal de São Carlos, São Carlos, 2019. Disponível em: https://repositorio.ufscar.br/handle/ufscar/11148.
dc.identifier.uri.fl_str_mv https://repositorio.ufscar.br/handle/ufscar/11148
identifier_str_mv MARTÍNEZ RODRÍGUEZ, Carlos Andrés. Avaliação de bacias de detenção de águas pluviais implantadas no município de São Carlos, SP. 2019. Dissertação (Mestrado em Engenharia Urbana) – Universidade Federal de São Carlos, São Carlos, 2019. Disponível em: https://repositorio.ufscar.br/handle/ufscar/11148.
url https://repositorio.ufscar.br/handle/ufscar/11148
dc.language.iso.fl_str_mv por
language por
dc.relation.confidence.fl_str_mv 600
dc.relation.authority.fl_str_mv ff0d949e-9b6d-4f47-945f-f204ee0494d2
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidade Federal de São Carlos
Câmpus São Carlos
dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Engenharia Urbana - PPGEU
dc.publisher.initials.fl_str_mv UFSCar
publisher.none.fl_str_mv Universidade Federal de São Carlos
Câmpus São Carlos
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFSCAR
instname:Universidade Federal de São Carlos (UFSCAR)
instacron:UFSCAR
instname_str Universidade Federal de São Carlos (UFSCAR)
instacron_str UFSCAR
institution UFSCAR
reponame_str Repositório Institucional da UFSCAR
collection Repositório Institucional da UFSCAR
bitstream.url.fl_str_mv https://repositorio.ufscar.br/bitstream/ufscar/11148/1/disserta%c3%a7%c3%a3o%20%20final.pdf
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