2008
DOI: 10.1002/rnc.1324
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Feedback–feedforward individual pitch control for wind turbine load reduction

Abstract: SUMMARYThis paper focuses on the problem of wind turbine fatigue load reduction by means of individual pitch control (IPC). The control approach has a two-degree-of-freedom structure, consisting of an optimal multivariable LQG controller and a feedforward disturbance rejection controller based on estimated wind speed signals. To make the control design problem time invariant, all signals are transformed to the non-rotating reference frame using the Coleman transformation. In the Coleman domain, the LQG control… Show more

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Cited by 207 publications
(174 citation statements)
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“…In practice, this is difficult to achieve owing to the limitations of the CPC, in addition to the coupling between CPC and IPC through the tower dynamics (Selvam et al, 2009). This challenge to maintaining fixed rotor speed can clearly be seen in Figure 6(d) for the case without IPC, where changes in rotor speed are causing the CPC to continuously adjust the blade pitch angle.…”
Section: Discussionmentioning
confidence: 99%
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“…In practice, this is difficult to achieve owing to the limitations of the CPC, in addition to the coupling between CPC and IPC through the tower dynamics (Selvam et al, 2009). This challenge to maintaining fixed rotor speed can clearly be seen in Figure 6(d) for the case without IPC, where changes in rotor speed are causing the CPC to continuously adjust the blade pitch angle.…”
Section: Discussionmentioning
confidence: 99%
“…If the turbine dynamics are linear, or can be approximated as such, then conventional tools of linear and time-invariant (LTI) control system design can further be applied to design controllers to attenuate the unsteady loads upon the non-rotating turbine structures. This is the main reason why the majority of IPC studies have employed the Coleman Transform (Bossanyi, 2003(Bossanyi, , 2005Bossanyi & Wright, 2009;Engels, Subhani, Zafar, & Savenije, 2014;Geyler & Caselitz, 2008;Lackner & van Kuik, 2010;Lu et al, 2014;Plumley, Leithead, Jamieson, Bossanyi, & Graham, 2014;Selvam, Kanev, van Wingerden, van Engelen, & Verhaegen, 2009;Stol, Moll, Bir, & Namik, 2009;van Engelen, 2006;van Engelen & van der Hooft, 2005).…”
Section: Introductionmentioning
confidence: 99%
“…This work implicitly assumes the tower is a prismatic beam so that the ratio between rotation and displacement is 2 3h where h ∈ R is the height of the tower (e.g. [4], [3]). Thus, the fore-aft rotational velocity of the tower-top can be approximated asφ fa (t) ≈ 2 3hẋ fa (t).…”
Section: Periodic Systemsmentioning
confidence: 99%
“…For brevity, a constant wind-induced disturbance model is assumed (e.g. [4]):ḋ Thus, the augmented model is described as follows:…”
Section: Estimation and Control For Tower Vibrationsmentioning
confidence: 99%
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