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Nonlinear Wave Loads and Wave Hydrodynamic Effects on Offshore Wind Turbine Foundations

Reference Number
GR/T07220/01
Title
Nonlinear Wave Loads and Wave Hydrodynamic Effects on Offshore Wind Turbine Foundations
Status
Completed
Energy Categories
Renewable Energy Sources(Wind Energy)
Research Types
Basic and strategic applied research
Science and Technology Fields
ENGINEERING AND TECHNOLOGY (Mechanical, Aeronautical and Manufacturing Engineering)
UKERC Cross Cutting Characterisation
Not Cross-cutting
Principal Investigator
Dr J Zang
Architecture and Civil Engineering
University of Bath
Award Type
Standard
Funding Source
EPSRC
Start Date
01 February 2005
End Date
28 February 2007
Duration
25 months
Total Grant Value
£105,475
Industrial Sectors
Environmental engineering
Region
South West
Programme
Engineering science: flow -- Process Environment and Sustainability
Investigators
Principal Investigator
Dr J Zang, Architecture and Civil Engineering, University of Bath
Web Site
Objectives
Abstract
The project aims to investigate nonlinear wave interaction with offshore wind turbine foundations, to provide more accurate wave loads and hydrodynamic effects on the structure for the design of the foundation and superstructure. A simplified version of the design methodology for offshore oil and gas platforms is currently applied to most project developments for offshore wind farms. However, most offshore wind turbines will be installed in shallow water regions, in which viscous effects, proximity of the seabed, and other coastal processes will not be negligible. In this project a novel fully-nonlinear Boussinesq-type numerical FVM model based on a Cartesian cut cell grid will be developed to simulate high order, strongly non-linear and highly dispersive wave interaction with the proposed structure. The other advantage of the new Boussinesq formulation is that it will be the ability to accurately estimate the flow vertical velocity profile, which is important for the accurate calculation of wave loads on the structure. The proposed shock capturing, Riemann solver will render the scheme conservative, but also provide a robust approach for the simulation of breaking wave effects. Experimental model tests will also be carried out to verify the numerical simulations. Various wave interactions with the structure, and breaking wave impacts will be investigated to provide insights into the non-linear wave interactions with such structures
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Added to Database
01/01/07