2012
DOI: 10.3390/en5103835
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Investigation of Site-Specific Wind Field Parameters and Their Effect on Loads of Offshore Wind Turbines

Abstract: Abstract:The main contributing factors to unsteady loading of Offshore Wind Turbines (OWT) are wind shear, turbulence, and waves. In the present paper, the turbulence intensity and the wind shear exponent are investigated. Using data from the FINO 1 research platform, these parameters are analyzed and compared with the proposed wind field parameters in the IEC standard 61400-3. Based on this analysis, aeroelastic simulations are performed to determine the effect of wind field parameters on the fatigue and the … Show more

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Cited by 45 publications
(29 citation statements)
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References 25 publications
(66 reference statements)
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“…It is an offshore platform in the North Sea . It consists of a 100‐m tall meteorological tower equipped with wind speed measurement sensors (cup anemometers) at heights of 33, 40, 50, 60, 70, 80, 90, and 100 m. A total of 91 months of wind speed data collected over a period of 9 years (2004‐2012) are used in the present study.…”
Section: Description Of Wind Datasetsmentioning
confidence: 99%
“…It is an offshore platform in the North Sea . It consists of a 100‐m tall meteorological tower equipped with wind speed measurement sensors (cup anemometers) at heights of 33, 40, 50, 60, 70, 80, 90, and 100 m. A total of 91 months of wind speed data collected over a period of 9 years (2004‐2012) are used in the present study.…”
Section: Description Of Wind Datasetsmentioning
confidence: 99%
“…FINO 1 is an offshore platform in the North Sea [25][26][27] Over the past four decades, observational data from the Cabauw (the Netherlands) meteorological tower have been used in various ABL studies [28][29][30][31] All the aforementioned datasets contain variable amount of missing data. This data-loss problem is more severe for the sodars.…”
Section: Description Of Sites and Datasetsmentioning
confidence: 99%
“…Among the probabilistic models available in the literature, the conditional joint distribution model is the most popular and adopted in the design code [8,31,17]. A common example, is the joint distribution of significant wave height (H S ) and peak period (T P ), which characterizes the occurrences of sea states.…”
Section: Conditional Joint Distributionmentioning
confidence: 99%