A further study on the scour around the monopile foundation of offshore wind turbines

被引:8
作者
Qin, Bo [1 ]
Xie, Yanfeng [1 ]
Yang, Wenxian [2 ]
Qu, Rui [1 ]
Geng, Fei [2 ]
机构
[1] Hunan Inst Engn, Sch Mech Engn, Xiangtan 411104, Peoples R China
[2] Newcastle Univ, Sch Engn, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
基金
中国国家自然科学基金;
关键词
Offshore wind turbines; Monopile foundation; Scour; Monopile vibration; Safety; LOCAL SCOUR;
D O I
10.1016/j.seta.2023.103198
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Foundation scour has long been a concern in the offshore wind industry as it poses a great threat to the safety of offshore wind turbines (OWTs). However, the current understanding of this issue is still insufficient. This is because many offshore wind farm factors and their coupling effect on scour have not been fully investigated. Therefore, two phases of experimental studies are conducted in this paper to investigate how monopile vibration, water flow, and intermittent operation of OWTs work together to affect the scour around the monopile foundation. The research results have shown that in the absence of water flow, monopile vibration can also create 'scour pits' while causing soil densification. The coupling of a large-amplitude monopile vibration and the water flow will exacerbate the scour, while the coupling of a small-amplitude monopile vibration and the water flow will retard the scour. The vibration amplitude has a greater influence on the scour than the vibration frequency. In addition, vibration sequence was found to have a significant effect on the scour, but despite the sequence, repeated application and removal of monopile vibration, which represents the intermittent operation of OWTs, can lead to severe foundation scour.
引用
收藏
页数:11
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