Full load estimation of an offshore wind turbine based on SCADA and accelerometer data

The Science of Making Torque from Wind

Noppe, N.^1,2 ; Iliopoulos, A.^3 ; Weijtjens, W.^1,2 ; Devriendt, C.^1,2

Acoustics and Vibrations Research Group (AVRG), Vrije Universiteit Brussel, Pleinlaan 2, Brussels

B1050, Belgium^1

Offshore Wind Infrastructure Lab (OWI-lab), Belgium^2

Department of Mechanics of Materials and Constructions, Vrije Universiteit Brussel, Pleinlaan 2, Brussels

B1050, Belgium^3

关键词: Accelerometer data;    Critical location;    Fatigue lifetime;    Modal decomposition;    Quasi-static loads;    Remaining useful lives;    Short periods;    Virtual sensing;   

Others  :  https://iopscience.iop.org/article/10.1088/1742-6596/753/7/072025/pdf
DOI  :  10.1088/1742-6596/753/7/072025

来源: IOP

【 摘 要 】

As offshore wind farms (OWFs) grow older, the optimal use of the actual fatigue lifetime of an offshore wind turbine (OWT) and predominantly its foundation will get more important. In case of OWTs, both quasi-static wind/thrust loads and dynamic loads, as induced by turbulence, waves and the turbine's dynamics, contribute to its fatigue life progression. To estimate the remaining useful life of an OWT, the stresses acting on the fatigue critical locations within the structure should be monitored continuously. Unfortunately, in case of the most common monopile foundations these locations are often situated below sea-level and near the mud line and thus difficult or even impossible to access for existing OWTs. Actual strain measurements taken at accessible locations above the sea level show a correlation between thrust load and several SCADA parameters. Therefore a model is created to estimate the thrust load using SCADA data and strain measurements. Afterwards the thrust load acting on the OWT is estimated using the created model and SCADA data only. From this model the quasi static loads on the foundation can be estimated over the lifetime of the OWT. To estimate the contribution of the dynamic loads a modal decomposition and expansion based virtual sensing technique is applied. This method only uses acceleration measurements recorded at accessible locations on the tower. Superimposing both contributions leads to a so-called multi-band virtual sensing. The result is a method that allows to estimate the strain history at any location on the foundation and thus the full load, being a combination of both quasi-static and dynamic loads, acting on the entire structure. This approach is validated using data from an operating Belgian OWF. An initial good match between measured and predicted strains for a short period of time proofs the concept.