Volume 15 Issue 1
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Da-wei Guan, Yu-xuan Xie, Zi-shun Yao, Yee-Meng Chiew, Ji-sheng Zhang, Jin-hai Zheng. 2022: Local scour at offshore windfarm monopile foundations: A review. Water Science and Engineering, 15(1): 29-39. doi: 10.1016/j.wse.2021.12.006
Citation: Da-wei Guan, Yu-xuan Xie, Zi-shun Yao, Yee-Meng Chiew, Ji-sheng Zhang, Jin-hai Zheng. 2022: Local scour at offshore windfarm monopile foundations: A review. Water Science and Engineering, 15(1): 29-39. doi: 10.1016/j.wse.2021.12.006
shu

Local scour at offshore windfarm monopile foundations: A review

doi: 10.1016/j.wse.2021.12.006

  • a Key Laboratory of Ministry of Education for Coastal Disaster and Protection, Hohai University, Nanjing 210098, China;

  • b College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;

  • c Department of Civil and Environmental Engineering, The University of Auckland, Auckland 1142, New Zealand;

  • d School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore

Funds:

This work was supported by the Major International Joint Research Project POW3M of the National Natural Science Foundation of China (Grant No. 51920105013) and the General Project of the National Natural Science Foundation of China (Grant No. 52071127).

  • Received Date: 2021-07-28
  • Accepted Date: 2021-10-15
    • Available Online: 2022-03-07
    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.

     

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