Software for predicting hydrodynamic pressures on offshore pile foundations: the next step in ocean energy development

Escobar Pastor, Adrián, Negro Valdecantos, Vicente ORCID: https://orcid.org/0000-0002-5110-0891, López Gutiérrez, José Santos ORCID: https://orcid.org/0000-0002-3854-755X and Esteban Pérez, María Dolores ORCID: https://orcid.org/0000-0002-5466-0157 (2016). Software for predicting hydrodynamic pressures on offshore pile foundations: the next step in ocean energy development. "Journal of Coastal Research", v. 75 ; pp. 841-845. ISSN 0749-0208. https://doi.org/10.2112/SI75-169.1.

Description

Title: Software for predicting hydrodynamic pressures on offshore pile foundations: the next step in ocean energy development
Author/s:
Item Type: Article
Título de Revista/Publicación: Journal of Coastal Research
Date: 2016
ISSN: 0749-0208
Volume: 75
Subjects:
Freetext Keywords: Morison equation; hydrodynamic wave actions; offshore foundations
Faculty: E.T.S.I. Caminos, Canales y Puertos (UPM)
Department: Ingeniería Civil: Hidráulica, Energía y Medio Ambiente
Creative Commons Licenses: Recognition - No derivative works - Non commercial

Full text

[thumbnail of INVE_MEM_2016_247035.pdf] PDF - Users in campus UPM only - Requires a PDF viewer, such as GSview, Xpdf or Adobe Acrobat Reader
Download (398kB)

Abstract

Se realiza un estudio de los análisis hidrodinámicos en dominio de Morison y de difracción aplicado en eólica marina en monopilotes y estructuras de gravedad.
The purpose of this study is to carry out a thorough, critical analysis of the Morison equation as far as calculating
wave action on large diameter piles like those used nowadays in offshore wind farms is concerned. The aim is to
observe whether models currently used to estimate wave forces on piles are valid for large diameter piles apart from
observing what the main forces in play in scouring are. This equation enables wave produced forces on a cylinder
supported on the sea bed to be calculated. The study includes observations on the calculation model’s sensitivity as to
a variation in the cylinder’s diameter, on the one hand and, on the other, as to temperature and salinity variation.
With this in mind, specific software has been developed to simulate equations in fluid mechanics applied to solve the
wave–structure interaction problem in the separation, inertial and diffraction range. This software will enable an
iterative calculation to be made for finding out the shape of the pressure wave caused when a wave passes over and
will show the results for different pile diameters and water temperature.

More information

Item ID: 45699
DC Identifier: https://oa.upm.es/45699/
OAI Identifier: oai:oa.upm.es:45699
DOI: 10.2112/SI75-169.1
Official URL: http://www.jcronline.org/doi/abs/10.2112/SI75-169....
Deposited by: Memoria Investigacion
Deposited on: 11 May 2017 12:37
Last Modified: 11 May 2017 12:37
  • Logo InvestigaM (UPM)
  • Logo GEOUP4
  • Logo Open Access
  • Open Access
  • Logo Sherpa/Romeo
    Check whether the anglo-saxon journal in which you have published an article allows you to also publish it under open access.
  • Logo Dulcinea
    Check whether the spanish journal in which you have published an article allows you to also publish it under open access.
  • Logo de Recolecta
  • Logo del Observatorio I+D+i UPM
  • Logo de OpenCourseWare UPM