Challenges in designing a wind farm on an eroding beach

In 2021, a new wind farm with twelve 6.2 MW turbines was built on the beach of Maasvlakte-2, the seaward extension of the Port of Rotterdam. The sandy beach and dunes are part of the flood defence of the port with a 1 in 10 000 years safety standard. This highly erosive beach is maintained by means of regular, biennial nourishments. The wind turbines with a hub height of 103 m have a monopile foundation with a diameter of 5 m and are located close to the waterline. Both the naturally varying beach profile and the local erosion caused by monopiles were a concern regarding the flood safety of the Port during the initial design phases, while also posing a challenge for the design and construction. The multi-scale beach phenomena were extensively studied with numerical and physical models, and using volumetric and statistical analyses. Four years after completion, the predicted and actual beach variation can be compared and conclusions can be drawn.

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Publication Details

Journal
Proceedings of the Institution of Civil Engineers - Maritime Engineering
Published
2025-09-23
DOI
https://doi.org/10.1680/jmaen.25.00010
Primary Topic
Coastal and Marine Dynamics
Type
article
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article

Challenges in designing a wind farm on an eroding beach

Bas van Leeuwen, Marius Sokolewicz, Anne de Beer, Dirk Jan Peters et al.
Proceedings of the Institution of Civil Engineers - Maritime Engineering
Coastal and Marine Dynamics
article

Challenges in designing a wind farm on an eroding beach

Bas van Leeuwen, Marius Sokolewicz, Anne de Beer, Dirk Jan Peters, Y.B. Broekema, Arjen Pieter Luijendijk, Jelmer IJntema
article en

Abstract

In 2021, a new wind farm with twelve 6.2 MW turbines was built on the beach of Maasvlakte-2, the seaward extension of the Port of Rotterdam. The sandy beach and dunes are part of the flood defence of the port with a 1 in 10 000 years safety standard. This highly erosive beach is maintained by means of regular, biennial nourishments. The wind turbines with a hub height of 103 m have a monopile foundation with a diameter of 5 m and are located close to the waterline. Both the naturally varying beach profile and the local erosion caused by monopiles were a concern regarding the flood safety of the Port during the initial design phases, while also posing a challenge for the design and construction. The multi-scale beach phenomena were extensively studied with numerical and physical models, and using volumetric and statistical analyses. Four years after completion, the predicted and actual beach variation can be compared and conclusions can be drawn.

Proceedings of the Institution of Civil Engineers - Maritime EngineeringVol. 178(4)
Deltares (NL), Royal HaskoningDHV (Netherlands) (NL), Rotterdam University of Applied Sciences (NL)
Openalex Percentile: Top 72%
Coastal and Marine Dynamics
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Challenges in designing a wind farm on an eroding beach — Bas van Leeuwen, Marius Sokolewicz, et al. · Proceedings of the Institution of Civil Engineers - Maritime Engineering (2025) | TGRS Research Map | TGRS