Abstract

Floating offshore wind turbines are complex dynamical systems. The use of numerical models is an essential tool for the prediction of the fatigue life, ultimate loads and controller design. The simultaneous wind and wave loading on a non-stationary foundation with a flexible tower makes the development of numerical models difficult, the validation of these numerical models is a challenging task as the floating offshore wind turbine system is expensive and the testing of these may cause loss of the system. The validation of these numerical models is often made on scaled models of the floating offshore wind turbines, which are tested in scaled environmental conditions. In this study, an experimental validation of two numerical models for a floating offshore wind turbines will be conducted. The scaled model is a 1:35 Froude scaled 5 MW offshore wind turbine mounted on a tension-leg platform. The two numerical models are aero-hydro-servo-elastic models. The numerical models are a theoretical model developed in a MATLAB/Simulink environment by the authors, while the other model is developed in the turbine simulation tool FAST. A comparison between the numerical models and the experimental dynamics shows good agreement. Though some effects such as the periodic loading from rotor show a complexity, which is difficult to capture.

Highlights

  • The worldwide energy demand is steadily increasing, the supply must follow

  • The contribution of this paper is the experimental validation of two numerical simulation models for the new floating offshore wind turbines (FOWT) design: the AAUE-TLP

  • The TLP is exposed to an irregular wave series, which is generated from a scaled down JONSWAP wave spectrum [44]

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Summary

Introduction

The worldwide energy demand is steadily increasing, the supply must follow. At Kyushu University, three platform designs for a 1/100 scaled model 2 MW wind turbine was tested without any aerodynamic loading in 2009 [8]. At the university Ecole Centrale de Nantes a 1/60 scaled model of an upscaled 6 MW wind turbine, on the concrete star wind platform, was tested in 2013 [19] This platform is a braceless-semisubmersible platform design, the wind turbine thrust was upscaled from the 5 MW NREL wind turbine and was generated by a controllable ducted fan at the top of the tower. The contribution of this paper is the experimental validation of two numerical simulation models for the new FOWT design: the AAUE-TLP. The scaled floating wind turbine model used in this paper is referred to as AAUE-TLP These simulation models can be used as baseline models for future studies.

Aerodynamic Model
Hydrodynamic Model
Drive Train Model
Tower Modelling
Coupling Model
Experimental Setup
MW NREL
Coupled Parameter Identification
Hydrodynamic Load
Aerodynamic Load
Aerodynamic and Hydrodynamic Load
Conclusions
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