Wind Turbine Tower Deformation Measurement Using Terrestrial Laser Scanning on a 3.4 MW Wind Turbine

• Published in: Energies (Basel) 2021-06, Vol.14 (11), p.3255
• Main Authors: Helming, Paula, von Freyberg, Axel, Sorg, Michael, Fischer, Andreas
• Format: Article
• Language: English
• Subjects: Deformation; Frequency domain analysis; Laser applications; Lasers; Line of sight; Rotor blades; Rotor blades (turbomachinery); Scanners; Strain gauges; Structural health monitoring; Terrestrial environments; terrestrial laser scanning; tower deformation measurement; Towers; Turbines; Wind measurement; Wind power; wind turbine towers
• ISSN: 1996-1073; 1996-1073
• DOI: 10.3390/en14113255

Wind turbine plants have grown in size in recent years, making an efficient structural health monitoring of all of their structures ever more important. Wind turbine towers deform elastically under the loads applied to them by wind and inertial forces acting on the rotating rotor blades. In order to properly analyze these deformations, an earthbound system is desirable that can measure the tower’s movement in two directions from a large measurement working distance of over 150 m and a single location. To achieve this, a terrestrial laser scanner (TLS) in line-scanning mode with horizontal alignment was applied to measure the tower cross-section and to determine its axial (in the line-of-sight) and lateral (transverse to the line-of-sight) position with the help of a least-squares fit. As a result, the proposed measurement approach allowed for analyzing the tower’s deformation. The method was validated on a 3.4 MW wind turbine with a hub height of 128 m by comparing the measurement results to a reference video measurement, which recorded the nacelle movement from below and determined the nacelle movement with the help of point-tracking software. The measurements were compared in the time and frequency domain for different operating conditions, such as low/strong wind and start-up/braking of the turbine. There was a high correlation between the signals from the laser-based and the reference measurement in the time domain, and the same peak of the dominant tower oscillation was determined in the frequency domain. The proposed method was therefore an effective tool for the in-process structural health monitoring of tall wind turbine towers.