Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure

Detalhes bibliográficos
Autor(a) principal: Barros, Andréia S. de
Data de Publicação: 2023
Outros Autores: Fragassa, Cristiano, Paiva, Maycon da Silveira, Rocha, Luiz Alberto Oliveira, Machado, Bianca Neves, Isoldi, Liércio André, Gomes, Mateus das Neves, Santos, Elizaldo Domingues dos
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFRGS
Texto Completo: http://hdl.handle.net/10183/263054
Resumo: Studies regarding renewable energy sources have gained attention over recent years. One example is wave energy converters, which harvest energy from sea waves using different operational principles such as oscillating water columns, oscillating bodies, and overtopping devices. In the present paper, a numerical study is carried out, and a geometrical investigation of a fullscale overtopping device with a coupled structure mounted on the seabed is performed using the Constructal Design method. The main purpose is to investigate the influence of the design over the available power of the device. The areas of the overtopping ramp (Ar) and the trapezoidal seabed structure (At) are the problem constraints. Two degrees of freedom are studied, the ratio between the height and length of the ramp (H3/L3) and the ratio between the upper and lower basis of the trapezoidal obstacle (L1/L2). The device submersion is kept constant (H1 = 3.5 m). The equations of continuity, momentum, and the transport of volume fraction are solved with the Finite Volume Method, while the water–air mixture is treated with the multiphase model Volume of Fluid. Results showed that the ratio H3/L3 presented a higher sensibility than the ratio L1/L2 over the accumulated water in the reservoir. Despite that, the association of a structure coupled to the ramp of an overtopping device improved the performance of the converter by 30% compared to a conventional condition without the structure.
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spelling Barros, Andréia S. deFragassa, CristianoPaiva, Maycon da SilveiraRocha, Luiz Alberto OliveiraMachado, Bianca NevesIsoldi, Liércio AndréGomes, Mateus das NevesSantos, Elizaldo Domingues dos2023-08-02T03:34:17Z20232077-1312http://hdl.handle.net/10183/263054001165822Studies regarding renewable energy sources have gained attention over recent years. One example is wave energy converters, which harvest energy from sea waves using different operational principles such as oscillating water columns, oscillating bodies, and overtopping devices. In the present paper, a numerical study is carried out, and a geometrical investigation of a fullscale overtopping device with a coupled structure mounted on the seabed is performed using the Constructal Design method. The main purpose is to investigate the influence of the design over the available power of the device. The areas of the overtopping ramp (Ar) and the trapezoidal seabed structure (At) are the problem constraints. Two degrees of freedom are studied, the ratio between the height and length of the ramp (H3/L3) and the ratio between the upper and lower basis of the trapezoidal obstacle (L1/L2). The device submersion is kept constant (H1 = 3.5 m). The equations of continuity, momentum, and the transport of volume fraction are solved with the Finite Volume Method, while the water–air mixture is treated with the multiphase model Volume of Fluid. Results showed that the ratio H3/L3 presented a higher sensibility than the ratio L1/L2 over the accumulated water in the reservoir. Despite that, the association of a structure coupled to the ramp of an overtopping device improved the performance of the converter by 30% compared to a conventional condition without the structure.application/pdfengJournal of Marine Science and Engineering [recurso eletrônico]. Basel, Switzerland : MDPI, 2023. Vol. 11, n. 2 (2023), 20 p.Simulação numéricaAnálise geométricaGalgamentoFundo do marNumerical simulationGeometric analysisOvertopping deviceSeabed structureConstructal designNumerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structureEstrangeiroinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFRGSinstname:Universidade Federal do Rio Grande do Sul (UFRGS)instacron:UFRGSTEXT001165822.pdf.txt001165822.pdf.txtExtracted Texttext/plain69178http://www.lume.ufrgs.br/bitstream/10183/263054/2/001165822.pdf.txt0fae72ddd4c34ce69dd1a109f5ef28aaMD52ORIGINAL001165822.pdfTexto completo (inglês)application/pdf4997184http://www.lume.ufrgs.br/bitstream/10183/263054/1/001165822.pdf674f6c5cd6401660fa3acd37131afbecMD5110183/2630542023-08-03 03:35:05.379179oai:www.lume.ufrgs.br:10183/263054Repositório InstitucionalPUBhttps://lume.ufrgs.br/oai/requestlume@ufrgs.bropendoar:2023-08-03T06:35:05Repositório Institucional da UFRGS - Universidade Federal do Rio Grande do Sul (UFRGS)false
dc.title.pt_BR.fl_str_mv Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
title Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
spellingShingle Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
Barros, Andréia S. de
Simulação numérica
Análise geométrica
Galgamento
Fundo do mar
Numerical simulation
Geometric analysis
Overtopping device
Seabed structure
Constructal design
title_short Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
title_full Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
title_fullStr Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
title_full_unstemmed Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
title_sort Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
author Barros, Andréia S. de
author_facet Barros, Andréia S. de
Fragassa, Cristiano
Paiva, Maycon da Silveira
Rocha, Luiz Alberto Oliveira
Machado, Bianca Neves
Isoldi, Liércio André
Gomes, Mateus das Neves
Santos, Elizaldo Domingues dos
author_role author
author2 Fragassa, Cristiano
Paiva, Maycon da Silveira
Rocha, Luiz Alberto Oliveira
Machado, Bianca Neves
Isoldi, Liércio André
Gomes, Mateus das Neves
Santos, Elizaldo Domingues dos
author2_role author
author
author
author
author
author
author
dc.contributor.author.fl_str_mv Barros, Andréia S. de
Fragassa, Cristiano
Paiva, Maycon da Silveira
Rocha, Luiz Alberto Oliveira
Machado, Bianca Neves
Isoldi, Liércio André
Gomes, Mateus das Neves
Santos, Elizaldo Domingues dos
dc.subject.por.fl_str_mv Simulação numérica
Análise geométrica
Galgamento
Fundo do mar
topic Simulação numérica
Análise geométrica
Galgamento
Fundo do mar
Numerical simulation
Geometric analysis
Overtopping device
Seabed structure
Constructal design
dc.subject.eng.fl_str_mv Numerical simulation
Geometric analysis
Overtopping device
Seabed structure
Constructal design
description Studies regarding renewable energy sources have gained attention over recent years. One example is wave energy converters, which harvest energy from sea waves using different operational principles such as oscillating water columns, oscillating bodies, and overtopping devices. In the present paper, a numerical study is carried out, and a geometrical investigation of a fullscale overtopping device with a coupled structure mounted on the seabed is performed using the Constructal Design method. The main purpose is to investigate the influence of the design over the available power of the device. The areas of the overtopping ramp (Ar) and the trapezoidal seabed structure (At) are the problem constraints. Two degrees of freedom are studied, the ratio between the height and length of the ramp (H3/L3) and the ratio between the upper and lower basis of the trapezoidal obstacle (L1/L2). The device submersion is kept constant (H1 = 3.5 m). The equations of continuity, momentum, and the transport of volume fraction are solved with the Finite Volume Method, while the water–air mixture is treated with the multiphase model Volume of Fluid. Results showed that the ratio H3/L3 presented a higher sensibility than the ratio L1/L2 over the accumulated water in the reservoir. Despite that, the association of a structure coupled to the ramp of an overtopping device improved the performance of the converter by 30% compared to a conventional condition without the structure.
publishDate 2023
dc.date.accessioned.fl_str_mv 2023-08-02T03:34:17Z
dc.date.issued.fl_str_mv 2023
dc.type.driver.fl_str_mv Estrangeiro
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dc.identifier.issn.pt_BR.fl_str_mv 2077-1312
dc.identifier.nrb.pt_BR.fl_str_mv 001165822
identifier_str_mv 2077-1312
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url http://hdl.handle.net/10183/263054
dc.language.iso.fl_str_mv eng
language eng
dc.relation.ispartof.pt_BR.fl_str_mv Journal of Marine Science and Engineering [recurso eletrônico]. Basel, Switzerland : MDPI, 2023. Vol. 11, n. 2 (2023), 20 p.
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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