Local scour at offshore windfarm monopile foundations: A review

被引:59
作者
Guan, Da-wei [1 ,2 ]
Xie, Yu-xuan [2 ]
Yao, Zi-shun [3 ]
Chiew, Yee-Meng [4 ]
Zhang, Ji-sheng [2 ]
Zheng, Jin-hai [1 ,2 ]
机构
[1] Hohai Univ, Key Lab Minist Educ Coastal Disaster & Protect, Nanjing 210098, Peoples R China
[2] Hohai Univ, Coll Harbour Coastal & Offshore Engn, Nanjing 210098, Peoples R China
[3] Univ Auckland, Dept Civil & Environm Engn, Auckland 1142, New Zealand
[4] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
来源
WATER SCIENCE AND ENGINEERING | 2022年 / 15卷 / 01期
基金
中国国家自然科学基金;
关键词
Offshore windfarm; Monopile foundation; Scour mechanisms; Scour depth prediction; Numerical modeling; Field observation; Artificial intelligence; Literature review; WAVE-CURRENT INTERACTION; VERTICAL PILE; FLOW; TURBINES; SIMULATION; SOIL; PREDICTION; DEPTH; FIELD; PIER;
D O I
10.1016/j.wse.2021.12.006
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
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. (C) 2022 Hohai University. Production and hosting by Elsevier B.V.
引用
收藏
页码:29 / 39
页数:11
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