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.
Authors
- Xin Chen (ORCID: https://orcid.org/0000-0002-1948-870X)
- Dawei Guan (ORCID: https://orcid.org/0000-0003-2985-5566)
- Enyu Gong (ORCID: https://orcid.org/0000-0002-8291-0897)
- Songgui Chen
- Jinhai Zheng
Institutions
- Hohai University (CN)
- Tianjin Research Institute of Water Transport Engineering (CN)
- China Agricultural University (CN)
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