Effect of wave storm representation on damage measurements of breakwaters
In this work, the effects of storm representation on damage measurements of a breakwater are studied in a small-scale physical wave flume. In particular, a two-layer breakwater with cubic armor units randomly placed is considered. A storm recorded in the Mediterranean Sea is the basis to analyze the...
| Autores: | , , , |
|---|---|
| Tipo de recurso: | artículo |
| Fecha de publicación: | 2020 |
| 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:2117/178527 |
| Acceso en línea: | https://hdl.handle.net/2117/178527 https://dx.doi.org/10.1016/j.oceaneng.2020.107082 |
| Access Level: | acceso abierto |
| Palabra clave: | Breakwaters--Models Waves--Mathematical models Wave storm representation Armor layer stability Physical modeling Dics d'escullera Onades -- Models matemàtics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
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Effect of wave storm representation on damage measurements of breakwatersMarzeddu, Andrea|||0000-0001-9515-7323Oliveira, Tiago C.A.Sánchez-Arcilla Conejo, Agustín|||0000-0002-3450-6697Gironella Cobos, Xavier|||0000-0002-8862-5704Breakwaters--ModelsWaves--Mathematical modelsWave storm representationArmor layer stabilityPhysical modelingDics d'esculleraOnades -- Models matemàticsÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costesIn this work, the effects of storm representation on damage measurements of a breakwater are studied in a small-scale physical wave flume. In particular, a two-layer breakwater with cubic armor units randomly placed is considered. A storm recorded in the Mediterranean Sea is the basis to analyze the armor layer damage. Storm sea states are represented in the laboratory using four different methodologies: i) Real storm methodology (RSM, used here as benchmark test) ii) Classical methodology (CM) iii) Equivalent Magnitude Storm with a triangular shape (EMSI) and iv) Equivalent Magnitude Storm with a trapezoidal shape (EMSA). For the four methodologies, the experiments are repeated five times. Considering laboratory occupation times, results suggest that a minimum of five repetitions of CM should be performed to obtain an average damage value that can represent the average damage given by RSM. Although this recommendation is linked to the tested conditions, it provides useful information to set-up experiments dealing with similar breakwater and wave conditions.Peer Reviewed20202020-03-0120202020-02-24journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/178527https://dx.doi.org/10.1016/j.oceaneng.2020.107082reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)InglésengEuropean Commission http://dx.doi.org/10.13039/100011102 Seventh Framework Programme 261520 HYDRALAB IV More than water; dealing with the complex interaction of water with environmental elements, sediment, structures and iceEuropean Commission http://doi.org/10.13039/100010661 Horizon 2020 Framework Programme 654110 HYDRALAB+ Adapting to climate changeopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivatives 4.0 Internationalhttps://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/1785272026-05-27T15:37:01Z |
| dc.title.none.fl_str_mv |
Effect of wave storm representation on damage measurements of breakwaters |
| title |
Effect of wave storm representation on damage measurements of breakwaters |
| spellingShingle |
Effect of wave storm representation on damage measurements of breakwaters Marzeddu, Andrea|||0000-0001-9515-7323 Breakwaters--Models Waves--Mathematical models Wave storm representation Armor layer stability Physical modeling Dics d'escullera Onades -- Models matemàtics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
| title_short |
Effect of wave storm representation on damage measurements of breakwaters |
| title_full |
Effect of wave storm representation on damage measurements of breakwaters |
| title_fullStr |
Effect of wave storm representation on damage measurements of breakwaters |
| title_full_unstemmed |
Effect of wave storm representation on damage measurements of breakwaters |
| title_sort |
Effect of wave storm representation on damage measurements of breakwaters |
| dc.creator.none.fl_str_mv |
Marzeddu, Andrea|||0000-0001-9515-7323 Oliveira, Tiago C.A. Sánchez-Arcilla Conejo, Agustín|||0000-0002-3450-6697 Gironella Cobos, Xavier|||0000-0002-8862-5704 |
| author |
Marzeddu, Andrea|||0000-0001-9515-7323 |
| author_facet |
Marzeddu, Andrea|||0000-0001-9515-7323 Oliveira, Tiago C.A. Sánchez-Arcilla Conejo, Agustín|||0000-0002-3450-6697 Gironella Cobos, Xavier|||0000-0002-8862-5704 |
| author_role |
author |
| author2 |
Oliveira, Tiago C.A. Sánchez-Arcilla Conejo, Agustín|||0000-0002-3450-6697 Gironella Cobos, Xavier|||0000-0002-8862-5704 |
| author2_role |
author author author |
| dc.subject.none.fl_str_mv |
Breakwaters--Models Waves--Mathematical models Wave storm representation Armor layer stability Physical modeling Dics d'escullera Onades -- Models matemàtics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
| topic |
Breakwaters--Models Waves--Mathematical models Wave storm representation Armor layer stability Physical modeling Dics d'escullera Onades -- Models matemàtics Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
| description |
In this work, the effects of storm representation on damage measurements of a breakwater are studied in a small-scale physical wave flume. In particular, a two-layer breakwater with cubic armor units randomly placed is considered. A storm recorded in the Mediterranean Sea is the basis to analyze the armor layer damage. Storm sea states are represented in the laboratory using four different methodologies: i) Real storm methodology (RSM, used here as benchmark test) ii) Classical methodology (CM) iii) Equivalent Magnitude Storm with a triangular shape (EMSI) and iv) Equivalent Magnitude Storm with a trapezoidal shape (EMSA). For the four methodologies, the experiments are repeated five times. Considering laboratory occupation times, results suggest that a minimum of five repetitions of CM should be performed to obtain an average damage value that can represent the average damage given by RSM. Although this recommendation is linked to the tested conditions, it provides useful information to set-up experiments dealing with similar breakwater and wave conditions. |
| publishDate |
2020 |
| dc.date.none.fl_str_mv |
2020 2020-03-01 2020 2020-02-24 |
| dc.type.none.fl_str_mv |
journal article http://purl.org/coar/resource_type/c_6501 AM http://purl.org/coar/version/c_ab4af688f83e57aa |
| dc.type.openaire.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.none.fl_str_mv |
https://hdl.handle.net/2117/178527 https://dx.doi.org/10.1016/j.oceaneng.2020.107082 |
| url |
https://hdl.handle.net/2117/178527 https://dx.doi.org/10.1016/j.oceaneng.2020.107082 |
| dc.language.none.fl_str_mv |
Inglés eng |
| language_invalid_str_mv |
Inglés |
| language |
eng |
| dc.relation.none.fl_str_mv |
European Commission http://dx.doi.org/10.13039/100011102 Seventh Framework Programme 261520 HYDRALAB IV More than water; dealing with the complex interaction of water with environmental elements, sediment, structures and ice European Commission http://doi.org/10.13039/100010661 Horizon 2020 Framework Programme 654110 HYDRALAB+ Adapting to climate change |
| dc.rights.none.fl_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution-NonCommercial-NoDerivatives 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/ |
| 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-NonCommercial-NoDerivatives 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/ |
| eu_rights_str_mv |
openAccess |
| dc.format.none.fl_str_mv |
application/pdf |
| dc.source.none.fl_str_mv |
reponame:UPCommons. Portal del coneixement obert de la UPC instname:Universitat Politècnica de Catalunya (UPC) |
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Universitat Politècnica de Catalunya (UPC) |
| reponame_str |
UPCommons. Portal del coneixement obert de la UPC |
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UPCommons. Portal del coneixement obert de la UPC |
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15,300724 |