Clear-Water Scour Mechanism at Vibrating Monopile Foundations
Publication: Journal of Hydraulic Engineering
Volume 150, Issue 4
Abstract
Cyclic lateral loads on monopile foundations of offshore wind turbines induce vibrations that affect the clear-water scour process around the foundations. Previous experimental studies showed that the current-induced equilibrium scour depths at vibrating monopiles may be less than those at static monopile foundations. However, this observation may not be comprehensive when applied to the cases of clear-water scour around vibrating monopile foundations subjected to different flow intensities. This paper presents an experimental study that investigated the clear-water scour mechanism at vibrating monopile foundations and obtained new findings. The experimental results indicate that the scour process is influenced by three major factors: vibration-induced sediment subsidence, vibration-induced sediment refill, and current-induced erosion. Based on the three major influencing factors and experimental data, a dimensionless equation for equilibrium clear-water scour depth at vibrating monopile foundations was derived. Furthermore, a regime transition flow intensity is defined, at which the equilibrium scour depth remains constant regardless of any changes in the vibration amplitudes. Two distinct scour trends under low and high flow intensities were identified. The two different trends were found to be induced by different dominant factors. The vibration-induced subsidence effect dominates in the low flow intensity regime, whereas the vibration-induced sediment refill effect dominates in the high flow intensity regime. The new findings of this paper help to understand the characterization of clear-water scour process around vibrating monopile foundations.
Practical Applications
Monopile foundations of offshore wind turbines experience cyclic lateral vibration caused by winds and waves. The cyclic lateral vibration of monopile foundations potentially can affect the current-induced scour process around the foundations. The experimental results of this study revealed that the scour depth around vibrating monopile foundations under clear-water scour conditions is influenced by a coupling effect of flow intensities and vibration amplitudes and frequencies. The findings emphasize the influence of vibration on the scour process around monopile foundations of offshore wind turbines. These results provide valuable insights to optimize the design and manufacturing processes of monopile foundations. Moreover, the findings contribute to the development of more-effective scour protection measures in offshore wind engineering.
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Data Availability Statement
All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This work was supported by NSFC-National Outstanding Youth Science Fund Project (52122109), Major International Joint Research Project POW3M (51920105013), and General Project (52071127). The first author thanks the China Scholarship Council (CSC) for the financial support.
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Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 150 • Issue 4 • July 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Jul 17, 2023
Accepted: Jan 23, 2024
Published online: Mar 29, 2024
Published in print: Jul 1, 2024
Discussion open until: Aug 29, 2024
ASCE Technical Topics:
- Coasts, oceans, ports, and waterways engineering
- Continuum mechanics
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering mechanics
- Foundations
- Geotechnical engineering
- Hydraulic engineering
- Hydraulics
- Lateral loads
- Machine foundations
- Motion (dynamics)
- Ocean engineering
- Offshore structures
- Pile foundations
- Piles
- Scour
- Solid mechanics
- Structural dynamics
- Vibration
- Water and water resources
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