Numerical Modelling of Dynamic Responses of a Floating Offshore Wind Turbine Subject to Focused Waves

In this paper, we present numerical modelling for the investigation of dynamic responses of a floating offshore wind turbine subject to focused waves. The modelling was carried out using a Computational Fluid Dynamics (CFD) tool. We started with the generation of a focused wave in a numerical wave t...

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Published inEnergies (Basel) Vol. 12; no. 18; p. 3482
Main Authors Zhou, Yang, Xiao, Qing, Liu, Yuanchuan, Incecik, Atilla, Peyrard, Christophe, Li, Sunwei, Pan, Guang
Format Journal Article
LanguageEnglish
Published Basel MDPI AG 09.09.2019
Subjects
computational fluid dynamics (CFD)
Engineering
floating offshore wind turbine
Fluid-structure interaction
focused wave
International conferences
Laboratories
Navier-Stokes equations
nonlinear hydrodynamic response
Numerical analysis
Reynolds number
Simulation
Theory
Turbines
Water waves
United Kingdom > UK
France
United States > US
Arctic region
China
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Abstract In this paper, we present numerical modelling for the investigation of dynamic responses of a floating offshore wind turbine subject to focused waves. The modelling was carried out using a Computational Fluid Dynamics (CFD) tool. We started with the generation of a focused wave in a numerical wave tank based on a first-order irregular wave theory, then validated the developed numerical method for wave-structure interaction via a study of floating production storage and offloading (FPSO) to focused wave. Subsequently, we investigated the wave-/wind-structure interaction of a fixed semi-submersible platform, a floating semi-submersible platform and a parked National Renewable Energy Laboratory (NREL) 5 MW floating offshore wind turbine. To understand the nonlinear effect, which usually occurs under severe sea states, we carried out a systematic study of the motion responses, hydrodynamic and mooring tension loads of floating offshore wind turbine (FOWT) over a range of wave steepness, and compared the results obtained from two potential flow theory tools with each other, i.e., Électricité de France (EDF) in-house code and NREL Fatigue, Aerodynamics, Structures, and Turbulence (FAST). We found that the nonlinearity of the hydrodynamic loading and motion responses increase with wave steepness, revealed by higher-order frequency response, leading to the appearance of discrepancies among different tools.
AbstractList In this paper, we present numerical modelling for the investigation of dynamic responses of a floating offshore wind turbine subject to focused waves. The modelling was carried out using a Computational Fluid Dynamics (CFD) tool. We started with the generation of a focused wave in a numerical wave tank based on a first-order irregular wave theory, then validated the developed numerical method for wave-structure interaction via a study of floating production storage and offloading (FPSO) to focused wave. Subsequently, we investigated the wave-/wind-structure interaction of a fixed semi-submersible platform, a floating semi-submersible platform and a parked National Renewable Energy Laboratory (NREL) 5 MW floating offshore wind turbine. To understand the nonlinear effect, which usually occurs under severe sea states, we carried out a systematic study of the motion responses, hydrodynamic and mooring tension loads of floating offshore wind turbine (FOWT) over a range of wave steepness, and compared the results obtained from two potential flow theory tools with each other, i.e., Électricité de France (EDF) in-house code and NREL Fatigue, Aerodynamics, Structures, and Turbulence (FAST). We found that the nonlinearity of the hydrodynamic loading and motion responses increase with wave steepness, revealed by higher-order frequency response, leading to the appearance of discrepancies among different tools.
[...]the time for irregular wave normally takes a time window of typically three hours. Because of this reason, the focused wave approach has been used by several researchers to study the wave-structure interaction to replicate extreme wave conditions under severe sea states. At the inlet boundary (left side of inlet relaxation zone), the velocity is prescribed as the incident focused wave and wind, while the pressure gradient is set as zero. [...]the boundary conditions at the outlet boundary vary in wave only and wind-wave simulations which is annotated in Figure 4, the velocity is fixed as zero in wave only simulations, while the gradient of the velocity is set as zero in wind-wave simulations. A sharper crest and broader trough around focused time are also observed as the wave goes steeper, implying the nonlinearity becomes remarkable as the wave steepness increases. [...]a secondary load cycle is captured near t = 52 s, which is caused by the wave diffraction in the opposite surge direction near the structure, suggesting again the nonlinearity of wave-structure interactions under focused wave conditions [16,39]. Other peaks observed after 1.5 fp may be caused by the high-order wave loadings. Since the natural frequency of the structure in pitch is at f = 0.037 Hz, or f = 0.54 fp, the second peak response between 0.5 fp–1.0 fp represents the second-order difference-frequency wave loading, indicating the nonlinearity feature in pitch response.
Author Xiao, Qing
Li, Sunwei
Liu, Yuanchuan
Pan, Guang
Zhou, Yang
Incecik, Atilla
Peyrard, Christophe
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  fullname: Pan, Guang
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Snippet In this paper, we present numerical modelling for the investigation of dynamic responses of a floating offshore wind turbine subject to focused waves. The...
[...]the time for irregular wave normally takes a time window of typically three hours. Because of this reason, the focused wave approach has been used by...
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StartPage 3482
SubjectTerms computational fluid dynamics (CFD)
Engineering
floating offshore wind turbine
Fluid-structure interaction
focused wave
International conferences
Laboratories
Navier-Stokes equations
nonlinear hydrodynamic response
Numerical analysis
Reynolds number
Simulation
Theory
Turbines
Water waves
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Title Numerical Modelling of Dynamic Responses of a Floating Offshore Wind Turbine Subject to Focused Waves
URI https://www.proquest.com/docview/2316677354
https://doaj.org/article/72c0e385be8a4fdc87ba3fb03a0febce
Volume 12
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