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A mapping method for anomaly detection in a localized population of structures

Published online by Cambridge University Press:  09 August 2022

Weijiang Lin*
Affiliation:
Dynamics Research Group, Department of Mechanical Engineering, University of Sheffield, Mappin Street, Sheffield S1 3JD, United Kingdom
Keith Worden
Affiliation:
Dynamics Research Group, Department of Mechanical Engineering, University of Sheffield, Mappin Street, Sheffield S1 3JD, United Kingdom
Andrew E. Maguire
Affiliation:
Vattenfall Research and Development, New Renewables, The Tun Building, Holyrood Road, Edinburgh EH8 8AE, United Kingdom
Elizabeth J. Cross
Affiliation:
Dynamics Research Group, Department of Mechanical Engineering, University of Sheffield, Mappin Street, Sheffield S1 3JD, United Kingdom
*
*Corresponding author. E-mail: wlin17@sheffield.ac.uk

Abstract

Population-based structural health monitoring (PBSHM) provides a means of accounting for inter-turbine correlations when solving the problem of wind farm anomaly detection. Across a wind farm, where a group of structures (turbines) is placed in close vicinity to each other, the environmental conditions and, thus, structural behavior vary in a spatiotemporal manner. Spatiotemporal trends are often overlooked in the existing data-based wind farm anomaly detection methods, because most current methods are designed for individual structures, that is, detecting anomalous behavior of a turbine based on the past behavior of the same turbine. In contrast, the idea of PBSHM involves sharing data across a population of structures and capturing the interactions between structures. This paper proposes a population-based anomaly detection method, specifically for a localized population of structures, which accounts for the spatiotemporal correlations in structural behavior. A case study from an offshore wind farm is given to demonstrate the potential of the proposed method as a wind farm performance indicator. It is concluded that the method has the potential to indicate operational anomalies caused by a range of factors across a wind farm. The method may also be useful for other tasks such as wind power and turbine load modeling.

Information

Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2022. Published by Cambridge University Press
Figure 0

Figure 1. An example of a power curve.

Figure 1

Figure 2. Example power variations across the Lillgrund wind farm corresponding to different wind directions, which are indicated by the blue arrows.

Figure 2

Figure 3. Maps of (a) NMSE and (b) MSLL averaged across a testing data period (of 2 hours 40 minutes) that describes normal operational conditions. The incoming wind direction is indicated by the blue arrow, and the reference turbine locations are marked with the blue rectangles. The turbine numbers (1–48) are also indicated, outside the circles.

Figure 3

Table 1. A summary of training and testing datasets.

Figure 4

Figure 4. Examples of the predicted and measured power time histories for the normal testing set, in cases of (a) small, (b) medium, and (c) large errors.

Figure 5

Figure 5. Maps of (a) NMSE and (b) MSLL averaged across a 2-hour testing period with potential anomalies. The incoming wind direction is indicated by the blue arrow, and the reference turbine locations are marked with the blue rectangles. The turbine numbers (1–48) are also indicated, outside the circles.

Figure 6

Figure 6. Time histories of the predicted and measured power for five highlighted candidate anomalies.

Figure 7

Figure 7. Wind-power correlations associated with (a)-(b) Turbine 25 and (c)-(d) Turbine 38. The “Neighbors” are referred to turbines in the neighborhood of Turbines 25 and 38, in this case the first three rows of turbines in the wind direction (excluding other candidate anomalies).

Figure 8

Figure 8. Wind-power correlation for a subset of turbines toward the back of the farm, that is, Turbines 13–15, 21–23, 28–30, 35, and 36, obtained from (a) training and (b) testing data.

Figure 9

Figure 9. The NMSE for various numbers of reference turbines.

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