Large-scale experimental study on scour around both slender and large monopiles under irregular waves

Offshore wind power plays a crucial role in energy strategies. The results of traditional small-scale physical models may be unreliable when extrapolated to large field scales. This study addressed this limitation by conducting large-scale (1:13) experiments to investigate the scour hole pattern and equilibrium scour depth around both slender and large monopiles under irregular waves. The experiments adopted Keulegan–Carpenter number ( N KC ) values from 1.01 to 8.89 and diffraction parameter ( D / L , where D is the diameter of the monopile, and L is the wave length) values from 0.016 to 0.056. The results showed that changes in the maximum scour location and scour hole shape around a slender monopile were associated with N KC , with differences observed between irregular and regular waves. Improving the calculation of N KC enhanced the accuracy of existing scour formulae under irregular waves. The maximum scour locations around a large monopile were consistently found on both sides, regardless of N KC and D / L , but the scour hole topography was influenced by both parameters. Notably, the scour range around a large monopile was at least as large as the monopile diameter.

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Publication Details

Journal
Water Science and Engineering
Published
2025-05-05
DOI
https://doi.org/10.1016/j.wse.2025.05.001
Citations
1
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
Field-Weighted Citation Impact
1.72
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article

Large-scale experimental study on scour around both slender and large monopiles under irregular waves

Xin Chen, Dawei Guan, Enyu Gong, Songgui Chen et al.
1 citations
Water Science and Engineering
Hydrology and Sediment Transport Processes
1.72
article

Large-scale experimental study on scour around both slender and large monopiles under irregular waves

Xin Chen, Dawei Guan, Enyu Gong, Songgui Chen, Jinhai Zheng
article en
1 citations

Abstract

Offshore wind power plays a crucial role in energy strategies. The results of traditional small-scale physical models may be unreliable when extrapolated to large field scales. This study addressed this limitation by conducting large-scale (1:13) experiments to investigate the scour hole pattern and equilibrium scour depth around both slender and large monopiles under irregular waves. The experiments adopted Keulegan–Carpenter number ( N KC ) values from 1.01 to 8.89 and diffraction parameter ( D / L , where D is the diameter of the monopile, and L is the wave length) values from 0.016 to 0.056. The results showed that changes in the maximum scour location and scour hole shape around a slender monopile were associated with N KC , with differences observed between irregular and regular waves. Improving the calculation of N KC enhanced the accuracy of existing scour formulae under irregular waves. The maximum scour locations around a large monopile were consistently found on both sides, regardless of N KC and D / L , but the scour hole topography was influenced by both parameters. Notably, the scour range around a large monopile was at least as large as the monopile diameter.

Water Science and EngineeringVol. 18(3)
Hohai University (CN), Tianjin Research Institute of Water Transport Engineering (CN), China Agricultural University (CN)
Openalex Percentile: Top 17%
Hydrology and Sediment Transport Processes
1.72
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Large-scale experimental study on scour around both slender and large monopiles under irregular waves — Xin Chen, Dawei Guan, et al. · Water Science and Engineering (2025) | TGRS Research Map | TGRS