Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB) |
Texto Completo: | https://www.repositorio.mar.mil.br/handle/ripcmb/846361 |
Resumo: | This paper presents a study of the phenomenon and the development of a computational code for water hammer with column separation and fluid-structure interaction (FSI) in one-dimensional. FSI model was considered as an initial and boundary value problem, represented by a system of hyperbolic partial differential equations that simultaneously describes the propagation of pressure waves in the liquid and axial stress waves in the structure. Column separation is treated as a boundary condition. Method of characteristics, combined with linear interpolations, was used to solve the system of hyperbolic partial differential equations. The proposed numerical model was compared to experimental data from the base article (BERGANT, ANTON et al., 2005) provided by author, for a system consisting of a reservoir with a constant upstream level, a single straight pipe and a downstream valve with rigid fixation. |
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Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB) |
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Rocha, M.S.Campos, J.Rocha, P.Camargo, M.2023-09-14T11:47:02Z2023-09-14T11:47:02Z2023https://www.repositorio.mar.mil.br/handle/ripcmb/846361This paper presents a study of the phenomenon and the development of a computational code for water hammer with column separation and fluid-structure interaction (FSI) in one-dimensional. FSI model was considered as an initial and boundary value problem, represented by a system of hyperbolic partial differential equations that simultaneously describes the propagation of pressure waves in the liquid and axial stress waves in the structure. Column separation is treated as a boundary condition. Method of characteristics, combined with linear interpolations, was used to solve the system of hyperbolic partial differential equations. The proposed numerical model was compared to experimental data from the base article (BERGANT, ANTON et al., 2005) provided by author, for a system consisting of a reservoir with a constant upstream level, a single straight pipe and a downstream valve with rigid fixation.Instituto de Pesquisas Energéticas e Nucleares (IPEN)Engenharia navalhydraulic transientswater hammerfluid structure interactioncavitationcolumn separationNumerical model for calculation of hydraulic transient with column separation and fluid-structure interactioninfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleinfo:eu-repo/semantics/openAccessengreponame:Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB)instname:Marinha do Brasil (MB)instacron:MBORIGINALPaper_2023.pdfPaper_2023.pdfNumerical model for calculation of hydraulic transient with column separation and fluid-structure interactionapplication/pdf1809169https://www.repositorio.mar.mil.br/bitstream/ripcmb/846361/1/Paper_2023.pdf831b911feed8a8d8dde4c693f4e14481MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-83272https://www.repositorio.mar.mil.br/bitstream/ripcmb/846361/3/license.txt8ff7ce654d5215cee2106f3e3b7eb37fMD53ripcmb/8463612024-01-05 15:48:52.256oai:www.repositorio.mar.mil.br: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Repositório InstitucionalPUBhttps://www.repositorio.mar.mil.br/oai/requestdphdm.repositorio@marinha.mil.bropendoar:2024-01-05T18:48:52Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB) - Marinha do Brasil (MB)false |
dc.title.pt_BR.fl_str_mv |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction |
title |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction |
spellingShingle |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction Rocha, M.S. hydraulic transients water hammer fluid structure interaction cavitation column separation Engenharia naval |
title_short |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction |
title_full |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction |
title_fullStr |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction |
title_full_unstemmed |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction |
title_sort |
Numerical model for calculation of hydraulic transient with column separation and fluid-structure interaction |
author |
Rocha, M.S. |
author_facet |
Rocha, M.S. Campos, J. Rocha, P. Camargo, M. |
author_role |
author |
author2 |
Campos, J. Rocha, P. Camargo, M. |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Rocha, M.S. Campos, J. Rocha, P. Camargo, M. |
dc.subject.por.fl_str_mv |
hydraulic transients water hammer fluid structure interaction cavitation column separation |
topic |
hydraulic transients water hammer fluid structure interaction cavitation column separation Engenharia naval |
dc.subject.dgpm.pt_BR.fl_str_mv |
Engenharia naval |
description |
This paper presents a study of the phenomenon and the development of a computational code for water hammer with column separation and fluid-structure interaction (FSI) in one-dimensional. FSI model was considered as an initial and boundary value problem, represented by a system of hyperbolic partial differential equations that simultaneously describes the propagation of pressure waves in the liquid and axial stress waves in the structure. Column separation is treated as a boundary condition. Method of characteristics, combined with linear interpolations, was used to solve the system of hyperbolic partial differential equations. The proposed numerical model was compared to experimental data from the base article (BERGANT, ANTON et al., 2005) provided by author, for a system consisting of a reservoir with a constant upstream level, a single straight pipe and a downstream valve with rigid fixation. |
publishDate |
2023 |
dc.date.accessioned.fl_str_mv |
2023-09-14T11:47:02Z |
dc.date.available.fl_str_mv |
2023-09-14T11:47:02Z |
dc.date.issued.fl_str_mv |
2023 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://www.repositorio.mar.mil.br/handle/ripcmb/846361 |
url |
https://www.repositorio.mar.mil.br/handle/ripcmb/846361 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.publisher.none.fl_str_mv |
Instituto de Pesquisas Energéticas e Nucleares (IPEN) |
publisher.none.fl_str_mv |
Instituto de Pesquisas Energéticas e Nucleares (IPEN) |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB) instname:Marinha do Brasil (MB) instacron:MB |
instname_str |
Marinha do Brasil (MB) |
instacron_str |
MB |
institution |
MB |
reponame_str |
Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB) |
collection |
Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB) |
bitstream.url.fl_str_mv |
https://www.repositorio.mar.mil.br/bitstream/ripcmb/846361/1/Paper_2023.pdf https://www.repositorio.mar.mil.br/bitstream/ripcmb/846361/3/license.txt |
bitstream.checksum.fl_str_mv |
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bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 |
repository.name.fl_str_mv |
Repositório Institucional da Produção Científica da Marinha do Brasil (RI-MB) - Marinha do Brasil (MB) |
repository.mail.fl_str_mv |
dphdm.repositorio@marinha.mil.br |
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1798310221180829696 |