Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão

Bibliographic Details
Main Author: Vasco, Joel Roberto Guimarães [UNESP]
Publication Date: 2014
Format: Doctoral thesis
Language: por
Source: Repositório Institucional da UNESP
Download full: http://hdl.handle.net/11449/110521
Summary: Landslides that impact into water (such as lakes) can generate waves due to the energy transfer from the solid to the water. These submerged waves, or more specifically solitons, are well known and have been studied for many years specially because of their massive energy and destructive potential. However, analitical approches of this problem are difficult. In another words, the wave’s generation phase is complex, primary due to the determination of the free surface (splash) and correlation between the energy of the landslide and the genereted wave. So, numerical methods are an alternative and interesting option. Among the recently used numerical methods, the mesh free has become notorious because of its advantages. Without the mesh restrain, free surface problems are easier to handle. In this context it is proposed a program based on SPH (Smoothed Particle Hydrodymanics) model, developed in this Thesis and tested in different scenarios considering the flow of ideal (dam break, wave generation and wave breaking and reservoir) and newtonian fluids (free surface Poiseuille flow, plane Poiseuille flow, Couette flow and dam break). So, the numerical code is used in order to evaluate the solitary wave height that is generated from the impact of a mass, which represents a landslide in a fluid. The mass is represented by two forms: an undeformable solid block and an ideal fluid. Both forms are tested, and the solitary wave is reproduced, and compared to experiments. Differences are noted among wave heights using a solid block, as reported by the literature. The comparison with the results from the mass represented as an ideal fluid showed a good approach for both the shape and the wave amplitude
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spelling Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersãoSolitonsSoftware - DesenvolvimentoImpactoOndas de águaWater wavesLandslides that impact into water (such as lakes) can generate waves due to the energy transfer from the solid to the water. These submerged waves, or more specifically solitons, are well known and have been studied for many years specially because of their massive energy and destructive potential. However, analitical approches of this problem are difficult. In another words, the wave’s generation phase is complex, primary due to the determination of the free surface (splash) and correlation between the energy of the landslide and the genereted wave. So, numerical methods are an alternative and interesting option. Among the recently used numerical methods, the mesh free has become notorious because of its advantages. Without the mesh restrain, free surface problems are easier to handle. In this context it is proposed a program based on SPH (Smoothed Particle Hydrodymanics) model, developed in this Thesis and tested in different scenarios considering the flow of ideal (dam break, wave generation and wave breaking and reservoir) and newtonian fluids (free surface Poiseuille flow, plane Poiseuille flow, Couette flow and dam break). So, the numerical code is used in order to evaluate the solitary wave height that is generated from the impact of a mass, which represents a landslide in a fluid. The mass is represented by two forms: an undeformable solid block and an ideal fluid. Both forms are tested, and the solitary wave is reproduced, and compared to experiments. Differences are noted among wave heights using a solid block, as reported by the literature. The comparison with the results from the mass represented as an ideal fluid showed a good approach for both the shape and the wave amplitudeO escorregamento de massas sólidas em lagos de águas tranquilas geram ondas devido à transferência de energia da massa deslizante para o corpo d’água. Essas ondas, chamadas de ondas de submersão, em particular as ondas solitárias, são conhecidas e estudadas há vários anos principalmente pela capacidade energética deste tipo de onda e seu potencial danoso. Entretanto, aproximações analíticas do fenômeno em tela esbarram em diversas dificuldades. Em outras palavras, a fase de geração de ondas, notadamente das ondas de impacto, é sabidamente complexa, não apenas pela dificuldade no estabelecimento da superfície livre (região do splash), mas também pelo relacionamento da dinâmica do material impactante com a altura da onda resultante. Por esse motivo, técnicas numéricas vêm sendo empregadas nestes fenômenos. Entre as aproximações numéricas utilizadas mais recentemente, os métodos sem malha vêm ganhando notoriedade, principalmente frente às suas vantagens. Livres da discretização da malha, problemas de superfície livre, mesmo com alta variabilidade, são factíveis. Neste contexto, lança-se mão de um código baseado no modelo SPH (Smoothed Particle Hydrodymanics), desenvolvido no âmbito desta Tese de Doutoramento e validado utilizando casos clássicos da literatura em escoamentos de fluido ideal (ruptura de barragens, geração e quebra de onda e esvaziamento de um reservatório) e real, de reologia newtoniana (Poiseuille com superfície livre, Poiseuille plano, escoamento de Couette e ruptura de barragens). De posse do código numérico, estima-se a altura da onda solitária gerada a partir do impacto de uma massa deslizante em meio líquido. A massa deslizante é representada por duas formas distintas: um bloco indeformável, modelado como um corpo rígido e um fluido ideal. No caso do bloco indeformável, embora o perfil de onda seja bem representado, a altura da ...Universidade Estadual Paulista (Unesp)Minussi, Carlos Roberto [UNESP]Maciel, Geraldo De Freitas [UNESP]Universidade Estadual Paulista (Unesp)Vasco, Joel Roberto Guimarães [UNESP]2014-11-10T11:09:49Z2014-11-10T11:09:49Z2014-02-14info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesis124 p. : il.application/pdfVASCO, Joel Roberto Guimarães. Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão. 2014. 124 p. Tese (doutorado) - Universidade Estadual Paulista Júlio de Mesquita Filho, Faculdade de Engenharia de Ilha Solteira, 2014.http://hdl.handle.net/11449/110521000794369000794369.pdf33004099080P071662794005447645808118510418914Alephreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporinfo:eu-repo/semantics/openAccess2024-08-05T17:57:43Zoai:repositorio.unesp.br:11449/110521Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestrepositoriounesp@unesp.bropendoar:29462024-08-05T17:57:43Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
title Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
spellingShingle Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
Vasco, Joel Roberto Guimarães [UNESP]
Solitons
Software - Desenvolvimento
Impacto
Ondas de água
Water waves
title_short Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
title_full Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
title_fullStr Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
title_full_unstemmed Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
title_sort Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão
author Vasco, Joel Roberto Guimarães [UNESP]
author_facet Vasco, Joel Roberto Guimarães [UNESP]
author_role author
dc.contributor.none.fl_str_mv Minussi, Carlos Roberto [UNESP]
Maciel, Geraldo De Freitas [UNESP]
Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Vasco, Joel Roberto Guimarães [UNESP]
dc.subject.por.fl_str_mv Solitons
Software - Desenvolvimento
Impacto
Ondas de água
Water waves
topic Solitons
Software - Desenvolvimento
Impacto
Ondas de água
Water waves
description Landslides that impact into water (such as lakes) can generate waves due to the energy transfer from the solid to the water. These submerged waves, or more specifically solitons, are well known and have been studied for many years specially because of their massive energy and destructive potential. However, analitical approches of this problem are difficult. In another words, the wave’s generation phase is complex, primary due to the determination of the free surface (splash) and correlation between the energy of the landslide and the genereted wave. So, numerical methods are an alternative and interesting option. Among the recently used numerical methods, the mesh free has become notorious because of its advantages. Without the mesh restrain, free surface problems are easier to handle. In this context it is proposed a program based on SPH (Smoothed Particle Hydrodymanics) model, developed in this Thesis and tested in different scenarios considering the flow of ideal (dam break, wave generation and wave breaking and reservoir) and newtonian fluids (free surface Poiseuille flow, plane Poiseuille flow, Couette flow and dam break). So, the numerical code is used in order to evaluate the solitary wave height that is generated from the impact of a mass, which represents a landslide in a fluid. The mass is represented by two forms: an undeformable solid block and an ideal fluid. Both forms are tested, and the solitary wave is reproduced, and compared to experiments. Differences are noted among wave heights using a solid block, as reported by the literature. The comparison with the results from the mass represented as an ideal fluid showed a good approach for both the shape and the wave amplitude
publishDate 2014
dc.date.none.fl_str_mv 2014-11-10T11:09:49Z
2014-11-10T11:09:49Z
2014-02-14
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/doctoralThesis
format doctoralThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv VASCO, Joel Roberto Guimarães. Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão. 2014. 124 p. Tese (doutorado) - Universidade Estadual Paulista Júlio de Mesquita Filho, Faculdade de Engenharia de Ilha Solteira, 2014.
http://hdl.handle.net/11449/110521
000794369
000794369.pdf
33004099080P0
7166279400544764
5808118510418914
identifier_str_mv VASCO, Joel Roberto Guimarães. Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão. 2014. 124 p. Tese (doutorado) - Universidade Estadual Paulista Júlio de Mesquita Filho, Faculdade de Engenharia de Ilha Solteira, 2014.
000794369
000794369.pdf
33004099080P0
7166279400544764
5808118510418914
url http://hdl.handle.net/11449/110521
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 124 p. : il.
application/pdf
dc.publisher.none.fl_str_mv Universidade Estadual Paulista (Unesp)
publisher.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.source.none.fl_str_mv Aleph
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv repositoriounesp@unesp.br
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