Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"

Detalhes bibliográficos
Autor(a) principal: LucrÃcia Nogueira de Sousa
Data de Publicação: 2014
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Biblioteca Digital de Teses e Dissertações da UFC
Texto Completo: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11549
Resumo: The foundation of the Jaburu I dam it is a classical performance case of foundations in sandstone sedimentary rock. The continuous monitoring of the dam has been the detected the non-regular seepages and adopted in establishing the planning and execution of the remediation campaigns in way to keep the foundation and damâs structures in safety conditions over three decades of operation, in despite of the ineffectiveness of conventional treatment foundation in sedimentary formation that had been used. Seepage anomalies indentified since the first filling of the reservoir in some regions of embankment and its foundation, detaching a significant flow in the left abutment which reached the maxima discharge of 47 l / s in 1988. Since then new points of resurgences have been identified and monitored by flow gages located in the downstream region. This monograph presents the events recorded in the flow gages and the remedial campaigns adopted to reduce the seepage in the foundation, embankment and abutments of the dam, as well as others specific interventions designed to recover the internal drain, stabilize the dam and to fill the cavities formed by the decomposition of the sandstone rock in the foundation. After the publication of the Law 12.334/2010, which established the National Policy of Dam Safety, it was established a complete list of responsibilities related to the safety of dams in Brazil, some of them already taken as routine by the Government of Cearà since 2002. This monograph recommends to the rock foundations of the dam, treatments with new sealing technologies that would mitigate the present anomalies.
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spelling info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisAssessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"AvaliaÃÃo do comportamento da fundaÃÃo de barragem em Rocha ArenÃtica: estudo de caso da Barragem Jaburu I2014-01-23AntÃnio Nunes de Miranda00842753320http://lattes.cnpq.br/2797226553561741Ticiana Marinho de Carvalho Studart21418080306Vanda Tereza Costa Malveira09137459368http://lattes.cnpq.br/9680834831675631 13507320363http://lattes.cnpq.br/9838337909054246LucrÃcia Nogueira de SousaUniversidade Federal do CearÃPrograma de PÃs-GraduaÃÃo em Engenharia CivilUFCBR Foundation Seepage Treatments.ENGENHARIA HIDRAULICA The foundation of the Jaburu I dam it is a classical performance case of foundations in sandstone sedimentary rock. The continuous monitoring of the dam has been the detected the non-regular seepages and adopted in establishing the planning and execution of the remediation campaigns in way to keep the foundation and damâs structures in safety conditions over three decades of operation, in despite of the ineffectiveness of conventional treatment foundation in sedimentary formation that had been used. Seepage anomalies indentified since the first filling of the reservoir in some regions of embankment and its foundation, detaching a significant flow in the left abutment which reached the maxima discharge of 47 l / s in 1988. Since then new points of resurgences have been identified and monitored by flow gages located in the downstream region. This monograph presents the events recorded in the flow gages and the remedial campaigns adopted to reduce the seepage in the foundation, embankment and abutments of the dam, as well as others specific interventions designed to recover the internal drain, stabilize the dam and to fill the cavities formed by the decomposition of the sandstone rock in the foundation. After the publication of the Law 12.334/2010, which established the National Policy of Dam Safety, it was established a complete list of responsibilities related to the safety of dams in Brazil, some of them already taken as routine by the Government of Cearà since 2002. This monograph recommends to the rock foundations of the dam, treatments with new sealing technologies that would mitigate the present anomalies. A fundaÃÃo da Barragem Jaburu I apresenta comportamento clÃssico em se tratando de fundaÃÃes em rocha sedimentar tipo arenÃtico. O monitoramento contÃnuo deste empreendimento tem sido o principal indicador no estabelecimento do planejamento e execuÃÃo das aÃÃes de tratamento das fundaÃÃes e recuperaÃÃo das estruturas comprometidas no decorrer de trÃs dÃcadas, onde se pode verificar a pouca eficÃcia do tratamento convencional de fundaÃÃo em ambiente sedimentar. Desde o primeiro enchimento do reservatÃrio foram identificadas anomalias no maciÃo de terra e na fundaÃÃo, em forma de percolaÃÃo, juntando-se a estas uma significativa vazÃo na ombreira esquerda que alcanÃou um pico de 47 l/s, em 1988. Desde esta ocasiÃo, novos pontos de surgÃncias foram identificados e monitorados por meio de medidores de vazÃo na regiÃo de jusante. Apresentase, assim, os acontecimentos registrados na barragem e os programas de tratamentos adotados para reduzir as percolaÃÃes pela fundaÃÃo, do corpo da barragem e ombreiras, assim como outras intervenÃÃes realizadas com o propÃsito de drenar o fluxo, estabilizar a barragem e obturar as cavidades provenientes da decomposiÃÃo da rocha arenÃtica. Com o advento da Lei 12.334/2010, que instituiu a PolÃtica Nacional de SeguranÃa de Barragens, foi estabelecida uma cadeia completa de responsabilidades relacionadas à seguranÃa das barragens construÃdas no Brasil, sendo que algumas das aÃÃes propostas jà sÃo adotadas pelo Governo do CearÃ, desde 2002. Esta dissertaÃÃo conclui recomendando aÃÃes de reabilitaÃÃo da rocha de fundaÃÃo da barragem, com novas tecnologias de impermeabilizaÃÃo, de forma a mitigar as anomalias. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11549application/pdfinfo:eu-repo/semantics/openAccessporreponame:Biblioteca Digital de Teses e Dissertações da UFCinstname:Universidade Federal do Cearáinstacron:UFC2019-01-21T11:24:42Zmail@mail.com -
dc.title.en.fl_str_mv Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
dc.title.alternative.pt.fl_str_mv AvaliaÃÃo do comportamento da fundaÃÃo de barragem em Rocha ArenÃtica: estudo de caso da Barragem Jaburu I
title Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
spellingShingle Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
LucrÃcia Nogueira de Sousa
Foundation
Seepage
Treatments.
ENGENHARIA HIDRAULICA
title_short Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
title_full Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
title_fullStr Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
title_full_unstemmed Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
title_sort Assessment performance of the foundation in sandstone of a Dam: case study of the Jaburu I Dam"
author LucrÃcia Nogueira de Sousa
author_facet LucrÃcia Nogueira de Sousa
author_role author
dc.contributor.advisor1.fl_str_mv AntÃnio Nunes de Miranda
dc.contributor.advisor1ID.fl_str_mv 00842753320
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/2797226553561741
dc.contributor.referee1.fl_str_mv Ticiana Marinho de Carvalho Studart
dc.contributor.referee1ID.fl_str_mv 21418080306
dc.contributor.referee2.fl_str_mv Vanda Tereza Costa Malveira
dc.contributor.referee2ID.fl_str_mv 09137459368
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/9680834831675631
dc.contributor.authorID.fl_str_mv 13507320363
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/9838337909054246
dc.contributor.author.fl_str_mv LucrÃcia Nogueira de Sousa
contributor_str_mv AntÃnio Nunes de Miranda
Ticiana Marinho de Carvalho Studart
Vanda Tereza Costa Malveira
dc.subject.eng.fl_str_mv Foundation
Seepage
Treatments.
topic Foundation
Seepage
Treatments.
ENGENHARIA HIDRAULICA
dc.subject.cnpq.fl_str_mv ENGENHARIA HIDRAULICA
dc.description.abstract.por.fl_txt_mv The foundation of the Jaburu I dam it is a classical performance case of foundations in sandstone sedimentary rock. The continuous monitoring of the dam has been the detected the non-regular seepages and adopted in establishing the planning and execution of the remediation campaigns in way to keep the foundation and damâs structures in safety conditions over three decades of operation, in despite of the ineffectiveness of conventional treatment foundation in sedimentary formation that had been used. Seepage anomalies indentified since the first filling of the reservoir in some regions of embankment and its foundation, detaching a significant flow in the left abutment which reached the maxima discharge of 47 l / s in 1988. Since then new points of resurgences have been identified and monitored by flow gages located in the downstream region. This monograph presents the events recorded in the flow gages and the remedial campaigns adopted to reduce the seepage in the foundation, embankment and abutments of the dam, as well as others specific interventions designed to recover the internal drain, stabilize the dam and to fill the cavities formed by the decomposition of the sandstone rock in the foundation. After the publication of the Law 12.334/2010, which established the National Policy of Dam Safety, it was established a complete list of responsibilities related to the safety of dams in Brazil, some of them already taken as routine by the Government of Cearà since 2002. This monograph recommends to the rock foundations of the dam, treatments with new sealing technologies that would mitigate the present anomalies.
A fundaÃÃo da Barragem Jaburu I apresenta comportamento clÃssico em se tratando de fundaÃÃes em rocha sedimentar tipo arenÃtico. O monitoramento contÃnuo deste empreendimento tem sido o principal indicador no estabelecimento do planejamento e execuÃÃo das aÃÃes de tratamento das fundaÃÃes e recuperaÃÃo das estruturas comprometidas no decorrer de trÃs dÃcadas, onde se pode verificar a pouca eficÃcia do tratamento convencional de fundaÃÃo em ambiente sedimentar. Desde o primeiro enchimento do reservatÃrio foram identificadas anomalias no maciÃo de terra e na fundaÃÃo, em forma de percolaÃÃo, juntando-se a estas uma significativa vazÃo na ombreira esquerda que alcanÃou um pico de 47 l/s, em 1988. Desde esta ocasiÃo, novos pontos de surgÃncias foram identificados e monitorados por meio de medidores de vazÃo na regiÃo de jusante. Apresentase, assim, os acontecimentos registrados na barragem e os programas de tratamentos adotados para reduzir as percolaÃÃes pela fundaÃÃo, do corpo da barragem e ombreiras, assim como outras intervenÃÃes realizadas com o propÃsito de drenar o fluxo, estabilizar a barragem e obturar as cavidades provenientes da decomposiÃÃo da rocha arenÃtica. Com o advento da Lei 12.334/2010, que instituiu a PolÃtica Nacional de SeguranÃa de Barragens, foi estabelecida uma cadeia completa de responsabilidades relacionadas à seguranÃa das barragens construÃdas no Brasil, sendo que algumas das aÃÃes propostas jà sÃo adotadas pelo Governo do CearÃ, desde 2002. Esta dissertaÃÃo conclui recomendando aÃÃes de reabilitaÃÃo da rocha de fundaÃÃo da barragem, com novas tecnologias de impermeabilizaÃÃo, de forma a mitigar as anomalias.
description The foundation of the Jaburu I dam it is a classical performance case of foundations in sandstone sedimentary rock. The continuous monitoring of the dam has been the detected the non-regular seepages and adopted in establishing the planning and execution of the remediation campaigns in way to keep the foundation and damâs structures in safety conditions over three decades of operation, in despite of the ineffectiveness of conventional treatment foundation in sedimentary formation that had been used. Seepage anomalies indentified since the first filling of the reservoir in some regions of embankment and its foundation, detaching a significant flow in the left abutment which reached the maxima discharge of 47 l / s in 1988. Since then new points of resurgences have been identified and monitored by flow gages located in the downstream region. This monograph presents the events recorded in the flow gages and the remedial campaigns adopted to reduce the seepage in the foundation, embankment and abutments of the dam, as well as others specific interventions designed to recover the internal drain, stabilize the dam and to fill the cavities formed by the decomposition of the sandstone rock in the foundation. After the publication of the Law 12.334/2010, which established the National Policy of Dam Safety, it was established a complete list of responsibilities related to the safety of dams in Brazil, some of them already taken as routine by the Government of Cearà since 2002. This monograph recommends to the rock foundations of the dam, treatments with new sealing technologies that would mitigate the present anomalies.
publishDate 2014
dc.date.issued.fl_str_mv 2014-01-23
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dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal do CearÃ
dc.publisher.program.fl_str_mv Programa de PÃs-GraduaÃÃo em Engenharia Civil
dc.publisher.initials.fl_str_mv UFC
dc.publisher.country.fl_str_mv BR
publisher.none.fl_str_mv Universidade Federal do CearÃ
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