2021
DOI: 10.5194/wes-2021-11
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Response of the IEA Wind 15 MW – WindCrete and Activefloat floating wind turbines to wind and second-order waves

Abstract: Abstract. The EU Horizon 2020 project COREWIND has developed two floating platforms for the new International Energy Agency (IEA) Wind 15 MW reference model. One design – WindCrete – is a spar floater, and the other – Activefloat – is a semi-submersible floater. In this work the design of the floaters is introduced with their aero-hydro-servo-elastic numerical models, and the responses of both floaters in both static and dynamic simulations are verified against the operational and survival design limits. The s… Show more

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Cited by 11 publications
(16 citation statements)
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“…The frequencies resulting in the significant far wake meandering fall in the range 0.2 ≤ St ≤ 0.6, although, being lower than the wave frequencies commonly encountered (corresponding to St > 1.0 for the present turbine design), they are within the range of the natural motion frequencies of the floating platform, indicating the importance of considering wake meandering induced by FOWT motion in the design of FOWT farms. For example, the well-studied reference offshore wind turbine platform, the DeepCwind semi-submersible platform (Robertson et al 2014), has natural roll period about 26 s (St ≈ 0.4), which will dominate the platform motion when second-order wave forces are considered (Mahfouz et al 2021). The present work shows that this design may trigger large-amplitude far wake meandering when the platform oscillates at its natural roll frequency under low ambient turbulence.…”
Section: Discussionmentioning
confidence: 79%
“…The frequencies resulting in the significant far wake meandering fall in the range 0.2 ≤ St ≤ 0.6, although, being lower than the wave frequencies commonly encountered (corresponding to St > 1.0 for the present turbine design), they are within the range of the natural motion frequencies of the floating platform, indicating the importance of considering wake meandering induced by FOWT motion in the design of FOWT farms. For example, the well-studied reference offshore wind turbine platform, the DeepCwind semi-submersible platform (Robertson et al 2014), has natural roll period about 26 s (St ≈ 0.4), which will dominate the platform motion when second-order wave forces are considered (Mahfouz et al 2021). The present work shows that this design may trigger large-amplitude far wake meandering when the platform oscillates at its natural roll frequency under low ambient turbulence.…”
Section: Discussionmentioning
confidence: 79%
“…The largest spectral components are of the same order of magnitude as the standard deviation of the corresponding time series (that stands at 0.16), suggesting that the explanation may stem from the turbine model itself and not from the calculations. This fact was noticed and studied more in-depth in [1] and was attributed to the large inertia of this turbine. The same happens with the remaining DOFs.…”
Section: Fowt Response Spectrum -S Yy (F )mentioning
confidence: 68%
“…No second-order waves nor second-order platform loads were enabled. This method was applied to the WindCrete spar-buoy model developed in the EU-funded COREWIND project [1] using OpenFAST 2.4…”
Section: Methodsmentioning
confidence: 99%
“…The PI collective pitch controller for overrated has been designed using the Ziegler-Nichols approach (Ziegler et al, 1942).…”
Section: Controller Designmentioning
confidence: 99%