Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids

Detalhes bibliográficos
Autor(a) principal: Minussi, Roberta Brondani
Data de Publicação: 2012
Outros Autores: Maciel, Geraldo de Freitas [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1678-58782012000200008
http://hdl.handle.net/11449/9633
Resumo: The dam-break flow involving non-Newtonian fluids is a type of flow commonly observed in nature as well as in common industrial processes. Experiments of non-Newtonian dam-break flows were conducted in horizontal channels and aqueous solutions of Carbopol 940 were used, which were modeled by the Herschel-Bulkley constitutive equation. Their flows were filmed and the frames were compared with numerical simulations. Two particular results were analyzed: the front wave evolution with time and its stop distance. The CFX software was employed and the simulations were conducted with the VOF method. Both results, numerical and experimental, were compared with shallow water approximation solutions found in literature. The numerical code, which uses complete momentum equations, showed better agreement with the experiments than those using shallow water equations. It seems that the hypotheses used by the shallow water approximated equations are not appropriate for the first instants of the flow, just after the dam-break and errors are introduced. Probably, these errors are propagated producing the differences encountered.
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spelling Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluidsdam-breakHerschel-Bulkley fluidsshallow watercomplete solutionVOFThe dam-break flow involving non-Newtonian fluids is a type of flow commonly observed in nature as well as in common industrial processes. Experiments of non-Newtonian dam-break flows were conducted in horizontal channels and aqueous solutions of Carbopol 940 were used, which were modeled by the Herschel-Bulkley constitutive equation. Their flows were filmed and the frames were compared with numerical simulations. Two particular results were analyzed: the front wave evolution with time and its stop distance. The CFX software was employed and the simulations were conducted with the VOF method. Both results, numerical and experimental, were compared with shallow water approximation solutions found in literature. The numerical code, which uses complete momentum equations, showed better agreement with the experiments than those using shallow water equations. It seems that the hypotheses used by the shallow water approximated equations are not appropriate for the first instants of the flow, just after the dam-break and errors are introduced. Probably, these errors are propagated producing the differences encountered.Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Universidade Federal de Santa Catarina (UFSC), Dept Mech Engn, UFSC, BR-88040900 Florianopolis, SC, BrazilUNESP Paulista State Univ, Dept Civil Engn, BR-15385000 Ilha Solteira, SP, BrazilUNESP Paulista State Univ, Dept Civil Engn, BR-15385000 Ilha Solteira, SP, BrazilAbcm Brazilian Soc Mechanical Sciences & EngineeringUniversidade Federal de Santa Catarina (UFSC)Universidade Estadual Paulista (Unesp)Minussi, Roberta BrondaniMaciel, Geraldo de Freitas [UNESP]2014-05-20T13:28:52Z2014-05-20T13:28:52Z2012-04-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article167-178application/pdfhttp://dx.doi.org/10.1590/S1678-58782012000200008Journal of The Brazilian Society of Mechanical Sciences and Engineering. Rio de Janeiro Rj: Abcm Brazilian Soc Mechanical Sciences & Engineering, v. 34, n. 2, p. 167-178, 2012.1678-5878http://hdl.handle.net/11449/9633S1678-58782012000200008WOS:000307228800008S1678-58782012000200008-en.pdf5808118510418914Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengJournal of the Brazilian Society of Mechanical Sciences and Engineering1.6270,362info:eu-repo/semantics/openAccess2024-07-04T18:15:59Zoai:repositorio.unesp.br:11449/9633Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T16:59:23.639222Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
title Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
spellingShingle Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
Minussi, Roberta Brondani
dam-break
Herschel-Bulkley fluids
shallow water
complete solution
VOF
title_short Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
title_full Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
title_fullStr Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
title_full_unstemmed Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
title_sort Numerical Experimental Comparison of Dam Break Flows with non-Newtonian Fluids
author Minussi, Roberta Brondani
author_facet Minussi, Roberta Brondani
Maciel, Geraldo de Freitas [UNESP]
author_role author
author2 Maciel, Geraldo de Freitas [UNESP]
author2_role author
dc.contributor.none.fl_str_mv Universidade Federal de Santa Catarina (UFSC)
Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Minussi, Roberta Brondani
Maciel, Geraldo de Freitas [UNESP]
dc.subject.por.fl_str_mv dam-break
Herschel-Bulkley fluids
shallow water
complete solution
VOF
topic dam-break
Herschel-Bulkley fluids
shallow water
complete solution
VOF
description The dam-break flow involving non-Newtonian fluids is a type of flow commonly observed in nature as well as in common industrial processes. Experiments of non-Newtonian dam-break flows were conducted in horizontal channels and aqueous solutions of Carbopol 940 were used, which were modeled by the Herschel-Bulkley constitutive equation. Their flows were filmed and the frames were compared with numerical simulations. Two particular results were analyzed: the front wave evolution with time and its stop distance. The CFX software was employed and the simulations were conducted with the VOF method. Both results, numerical and experimental, were compared with shallow water approximation solutions found in literature. The numerical code, which uses complete momentum equations, showed better agreement with the experiments than those using shallow water equations. It seems that the hypotheses used by the shallow water approximated equations are not appropriate for the first instants of the flow, just after the dam-break and errors are introduced. Probably, these errors are propagated producing the differences encountered.
publishDate 2012
dc.date.none.fl_str_mv 2012-04-01
2014-05-20T13:28:52Z
2014-05-20T13:28:52Z
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 http://dx.doi.org/10.1590/S1678-58782012000200008
Journal of The Brazilian Society of Mechanical Sciences and Engineering. Rio de Janeiro Rj: Abcm Brazilian Soc Mechanical Sciences & Engineering, v. 34, n. 2, p. 167-178, 2012.
1678-5878
http://hdl.handle.net/11449/9633
S1678-58782012000200008
WOS:000307228800008
S1678-58782012000200008-en.pdf
5808118510418914
url http://dx.doi.org/10.1590/S1678-58782012000200008
http://hdl.handle.net/11449/9633
identifier_str_mv Journal of The Brazilian Society of Mechanical Sciences and Engineering. Rio de Janeiro Rj: Abcm Brazilian Soc Mechanical Sciences & Engineering, v. 34, n. 2, p. 167-178, 2012.
1678-5878
S1678-58782012000200008
WOS:000307228800008
S1678-58782012000200008-en.pdf
5808118510418914
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Journal of the Brazilian Society of Mechanical Sciences and Engineering
1.627
0,362
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.format.none.fl_str_mv 167-178
application/pdf
dc.publisher.none.fl_str_mv Abcm Brazilian Soc Mechanical Sciences & Engineering
publisher.none.fl_str_mv Abcm Brazilian Soc Mechanical Sciences & Engineering
dc.source.none.fl_str_mv Web of Science
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
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