Numerical study and geometrical investigation of an onshore overtopping device wave energy converter with a seabed coupled structure
| Autor(a) principal: | |
|---|---|
| Data de Publicação: | 2023 |
| Outros Autores: | , , , , , , |
| 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. |
| id |
UFRGS-2_fa37c7ce27e51b0a74b25c6bfb491af4 |
|---|---|
| oai_identifier_str |
oai:www.lume.ufrgs.br:10183/263054 |
| network_acronym_str |
UFRGS-2 |
| network_name_str |
Repositório Institucional da UFRGS |
| repository_id_str |
|
| 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 info:eu-repo/semantics/article |
| dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| format |
article |
| status_str |
publishedVersion |
| dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/10183/263054 |
| dc.identifier.issn.pt_BR.fl_str_mv |
2077-1312 |
| dc.identifier.nrb.pt_BR.fl_str_mv |
001165822 |
| identifier_str_mv |
2077-1312 001165822 |
| 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 |
| eu_rights_str_mv |
openAccess |
| dc.format.none.fl_str_mv |
application/pdf |
| dc.source.none.fl_str_mv |
reponame:Repositório Institucional da UFRGS instname:Universidade Federal do Rio Grande do Sul (UFRGS) instacron:UFRGS |
| instname_str |
Universidade Federal do Rio Grande do Sul (UFRGS) |
| instacron_str |
UFRGS |
| institution |
UFRGS |
| reponame_str |
Repositório Institucional da UFRGS |
| collection |
Repositório Institucional da UFRGS |
| bitstream.url.fl_str_mv |
http://www.lume.ufrgs.br/bitstream/10183/263054/2/001165822.pdf.txt http://www.lume.ufrgs.br/bitstream/10183/263054/1/001165822.pdf |
| bitstream.checksum.fl_str_mv |
0fae72ddd4c34ce69dd1a109f5ef28aa 674f6c5cd6401660fa3acd37131afbec |
| bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 |
| repository.name.fl_str_mv |
Repositório Institucional da UFRGS - Universidade Federal do Rio Grande do Sul (UFRGS) |
| repository.mail.fl_str_mv |
lume@ufrgs.br |
| _version_ |
1834472570184794112 |