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Local scour at offshore windfarm monopile foundations: A review
Affiliation:1. Key Laboratory of Ministry of Education for Coastal Disaster and Protection, Hohai University, Nanjing 210098, China;2. College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;3. Department of Civil and Environmental Engineering, The University of Auckland, Auckland 1142, New Zealand;4. School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore
Abstract: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.
Keywords:Offshore windfarm  Monopile foundation  Scour mechanisms  Scour depth prediction  Numerical modeling  Field observation  Artificial intelligence  Literature review
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