Local scour at offshore windfarm monopile foundations: a review

• Main Authors: Guan, Da-wei, Xie, Yu-xuan, Yao, Zi-shun, Chiew, Yee-Meng, Zhang, Ji-sheng, Zheng, Jin-hai
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2022
• Subjects: Engineering::Civil engineering; Offshore Windfarm; Monopile Foundation
• Online Access: https://hdl.handle.net/10356/161481
• Institution: Nanyang Technological University

In this article, current research findings of local scour at offshore windfarm monopile foundations are presented. The scour mechanisms and scour depth prediction formulas under different hydrodynamic conditions are summarized, including the current-only condition, wave-only condition, combined wave-current condition, and complex dynamic condition. Furthermore, this article analyzes the influencing factors on the basis of classical equations for predicting the equilibrium scour depth under specific conditions. The weakness of existing researches and future prospects are also discussed. It is suggested that future research shall focus on physical experiments under unsteady tidal currents or other complex loadings. The computational fluid dynamics-discrete element method and artificial intelligence technique are suggested being adopted to study the scour at offshore windfarm foundations.