Influence of convex and concave curvatures in a coastal dike line on wave run-up
Due to climatic change and the increased usage of coastal areas, there is an increasing risk of dike failures along the coasts worldwide. Wave run-up plays a key role in the planning and design of a coastal structure. Coastal engineers use empirical equations for the determination of wave run-up. Th...
| Autores: | , , , , , , , |
|---|---|
| Tipo de recurso: | artículo |
| Fecha de publicación: | 2019 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/166590 |
| Acceso en línea: | https://hdl.handle.net/2117/166590 https://dx.doi.org/10.3390/w11071333 |
| Access Level: | acceso abierto |
| Palabra clave: | Dikes (Engineering) curved dike DualSPHysics OpenFOAM physical model tests wave run-up Dics -- Mètodes numèrics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
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Influence of convex and concave curvatures in a coastal dike line on wave run-upSubramaniam, Suba PeriyalScheres, BabetteSchilling, MalteLiebisch, Svenkerpen, Nils B.Schlurmann, TorsternAltomare, Corrado|||0000-0001-8817-0431Schüttrumpf, HolgerDikes (Engineering)curved dikeDualSPHysicsOpenFOAMphysical model testswave run-upDics -- Mètodes numèricsÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costesDue to climatic change and the increased usage of coastal areas, there is an increasing risk of dike failures along the coasts worldwide. Wave run-up plays a key role in the planning and design of a coastal structure. Coastal engineers use empirical equations for the determination of wave run-up. These formulae generally include the influence of various hydraulic, geometrical and structural parameters, but neglect the effect of the curvature of coastal dikes on wave run-up and overtopping. The scope of this research is to find the effects of the dike curvature on wave run-up for regular wave attack by employing numerical model studies for various dike-opening angles and comparing it with physical model test results. A numerical simulation is carried out using DualSPHysics, a mesh-less model and OpenFOAM, a mesh-based model. A new influence factor is introduced to determine the influence of curvature along a dike line. For convexly curved dikes (ad = 210° to 270°) under perpendicular wave attack, a higher wave run-up was observed for larger opening angles at the center of curvature whereas for concavely curved dikes (ad = 90° to 150°) under perpendicular wave attack, wave run-up increases at the center of curvature as the opening angle decreases. This research aims to contribute a more precise analysis and understanding the influence of the curvature in a dike line and thus ensuring a higher level of protection in the future development of coastal structures.Peer Reviewed20192019-07-0120192019-07-23journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/166590https://dx.doi.org/10.3390/w11071333reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)InglésengEuropean Commission http://doi.org/10.13039/100010661 Horizon 2020 Framework Programme 792370 amending the Design criteria of URban defences in LECZs through Composite-modelling of WAVE overtopping under climate change scenariosopen accesshttp://purl.org/coar/access_right/c_abf2Attribution 3.0 Spainhttp://creativecommons.org/licenses/by/3.0/es/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/1665902026-05-27T15:37:01Z |
| dc.title.none.fl_str_mv |
Influence of convex and concave curvatures in a coastal dike line on wave run-up |
| title |
Influence of convex and concave curvatures in a coastal dike line on wave run-up |
| spellingShingle |
Influence of convex and concave curvatures in a coastal dike line on wave run-up Subramaniam, Suba Periyal Dikes (Engineering) curved dike DualSPHysics OpenFOAM physical model tests wave run-up Dics -- Mètodes numèrics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
| title_short |
Influence of convex and concave curvatures in a coastal dike line on wave run-up |
| title_full |
Influence of convex and concave curvatures in a coastal dike line on wave run-up |
| title_fullStr |
Influence of convex and concave curvatures in a coastal dike line on wave run-up |
| title_full_unstemmed |
Influence of convex and concave curvatures in a coastal dike line on wave run-up |
| title_sort |
Influence of convex and concave curvatures in a coastal dike line on wave run-up |
| dc.creator.none.fl_str_mv |
Subramaniam, Suba Periyal Scheres, Babette Schilling, Malte Liebisch, Sven kerpen, Nils B. Schlurmann, Torstern Altomare, Corrado|||0000-0001-8817-0431 Schüttrumpf, Holger |
| author |
Subramaniam, Suba Periyal |
| author_facet |
Subramaniam, Suba Periyal Scheres, Babette Schilling, Malte Liebisch, Sven kerpen, Nils B. Schlurmann, Torstern Altomare, Corrado|||0000-0001-8817-0431 Schüttrumpf, Holger |
| author_role |
author |
| author2 |
Scheres, Babette Schilling, Malte Liebisch, Sven kerpen, Nils B. Schlurmann, Torstern Altomare, Corrado|||0000-0001-8817-0431 Schüttrumpf, Holger |
| author2_role |
author author author author author author author |
| dc.subject.none.fl_str_mv |
Dikes (Engineering) curved dike DualSPHysics OpenFOAM physical model tests wave run-up Dics -- Mètodes numèrics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
| topic |
Dikes (Engineering) curved dike DualSPHysics OpenFOAM physical model tests wave run-up Dics -- Mètodes numèrics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
| description |
Due to climatic change and the increased usage of coastal areas, there is an increasing risk of dike failures along the coasts worldwide. Wave run-up plays a key role in the planning and design of a coastal structure. Coastal engineers use empirical equations for the determination of wave run-up. These formulae generally include the influence of various hydraulic, geometrical and structural parameters, but neglect the effect of the curvature of coastal dikes on wave run-up and overtopping. The scope of this research is to find the effects of the dike curvature on wave run-up for regular wave attack by employing numerical model studies for various dike-opening angles and comparing it with physical model test results. A numerical simulation is carried out using DualSPHysics, a mesh-less model and OpenFOAM, a mesh-based model. A new influence factor is introduced to determine the influence of curvature along a dike line. For convexly curved dikes (ad = 210° to 270°) under perpendicular wave attack, a higher wave run-up was observed for larger opening angles at the center of curvature whereas for concavely curved dikes (ad = 90° to 150°) under perpendicular wave attack, wave run-up increases at the center of curvature as the opening angle decreases. This research aims to contribute a more precise analysis and understanding the influence of the curvature in a dike line and thus ensuring a higher level of protection in the future development of coastal structures. |
| publishDate |
2019 |
| dc.date.none.fl_str_mv |
2019 2019-07-01 2019 2019-07-23 |
| dc.type.none.fl_str_mv |
journal article http://purl.org/coar/resource_type/c_6501 VoR http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.openaire.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.none.fl_str_mv |
https://hdl.handle.net/2117/166590 https://dx.doi.org/10.3390/w11071333 |
| url |
https://hdl.handle.net/2117/166590 https://dx.doi.org/10.3390/w11071333 |
| dc.language.none.fl_str_mv |
Inglés eng |
| language_invalid_str_mv |
Inglés |
| language |
eng |
| dc.relation.none.fl_str_mv |
European Commission http://doi.org/10.13039/100010661 Horizon 2020 Framework Programme 792370 amending the Design criteria of URban defences in LECZs through Composite-modelling of WAVE overtopping under climate change scenarios |
| dc.rights.none.fl_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution 3.0 Spain http://creativecommons.org/licenses/by/3.0/es/ |
| dc.rights.openaire.fl_str_mv |
info:eu-repo/semantics/openAccess |
| rights_invalid_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution 3.0 Spain http://creativecommons.org/licenses/by/3.0/es/ |
| eu_rights_str_mv |
openAccess |
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application/pdf |
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reponame:UPCommons. Portal del coneixement obert de la UPC instname:Universitat Politècnica de Catalunya (UPC) |
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