Preliminary Design for Wave Run-Up in Offshore Wind Farms: Comparison between Theoretical Models and Physical Model Tests
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Título: | Preliminary Design for Wave Run-Up in Offshore Wind Farms: Comparison between Theoretical Models and Physical Model Tests |
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Autor/es: | Luengo, Jorge | Negro, Vicente | Garcia-Barba, Javier | Martín-Antón, Mario | López-Gutiérrez, José Santos | Esteban Pérez, María Dolores | Moreno Blasco, Luis J. |
Grupo/s de investigación o GITE: | Ingeniería del Terreno y sus Estructuras (InTerEs) |
Centro, Departamento o Servicio: | Universidad de Alicante. Departamento de Ingeniería Civil |
Palabras clave: | Offshore platform | Run-up | Cylinder | GBS | Foundation | Hydraulic model tests |
Área/s de conocimiento: | Ingeniería del Terreno |
Fecha de publicación: | 3-feb-2019 |
Editor: | MDPI |
Cita bibliográfica: | Luengo Frades J, Negro V, García Barba J, Martín-Antón M, López-Gutiérrez JS, Esteban MD, Moreno Blasco LJ. Preliminary Design for Wave Run-Up in Offshore Wind Farms: Comparison between Theoretical Models and Physical Model Tests. Energies. 2019; 12(3):492. doi:10.3390/en12030492 |
Resumen: | Estimation of wave run-up has been of increasing concern for offshore wind structures and a critical aspect for designers. The highly nonlinear phenomenon makes the study difficult. That is the reason for the very few design rules and experimental data available to estimate it. Actual wave run-up is greater than commonly predicted. The goal of this research is to benchmark the theoretical formulations with the results of the physical model tests performed by Deltares in the field of crest elevation, run-up, forces and pressures. The laboratory reproduced in a wave tank (75 m length; 8.7 m width; 1 m depth; and a 1:60 scale, with Froude similarity) an offshore power converter platform located at intermediate water depths (25–43.80 m) in the Southern North Sea, designed by the Norwegian company Aibel. The purpose of this research is to offer a preliminary design guide for wave run–up using theoretical expressions both for cylinders and gravity based structures (GBS), leaning on the cited laboratory tests to validate the results obtained by such theoretical models. |
Patrocinador/es: | This research was funded by La Caixa PhD Program Fellowship. |
URI: | http://hdl.handle.net/10045/88373 |
ISSN: | 1996-1073 |
DOI: | 10.3390/en12030492 |
Idioma: | eng |
Tipo: | info:eu-repo/semantics/article |
Derechos: | © 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). |
Revisión científica: | si |
Versión del editor: | https://doi.org/10.3390/en12030492 |
Aparece en las colecciones: | INV - INTERES - Artículos de Revistas |
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