Real-time monitoring system for scour around monopile foundation of offshore wind turbine

被引:1
作者
Dongyue Tang
Ming Zhao
机构
[1] Tongji University,College of Civil Engineering
来源
Journal of Civil Structural Health Monitoring | 2021年 / 11卷
关键词
Monitoring system; Foundation scour; Offshore wind turbine; Early warning indicator;
D O I
暂无
中图分类号
学科分类号
摘要
The monopile foundation, as the main form of offshore wind turbine foundations, may be unstable owing to scouring under reciprocating currents; therefore, inspection and maintenance are needed. In contrast to manual inspection, with a real-time monitoring system, the staff can be informed of the safety condition of the wind turbine foundation in real time and maintain it immediately after a system early warning is received. According to the monopile-supported wind turbine of Jiangsu Rudong Offshore Wind Farm Demonstration Project, a blade–tower–monopile–soil coupling integrated numerical model considering scour was established in this study, and scour warning indicators and warning limits related to two aspects—dynamic characteristics and dynamic response—were obtained through calculation and analysis. For the latter, the effect of the wind speed can be excluded by considering the control system. Furthermore, according to the results of the numerical analysis, a real-time safety monitoring system for scouring around a monopile foundation was established in this study, which is composed of data acquisition, data transmission, and data application layers. An inclinometer and accelerometer were selected as sensors. Time- and frequency-domain analyses of the long-term monitoring data revealed a strong annual periodicity (particularly in the east–west direction) in the tower-bottom inclination. According to the proposed early warning indicators, a safety warning was not triggered in this wind farm, and the two early warning indicators exhibited consistent results. The proposed real-time monitoring system can be easily applied to the monitoring of the foundation scouring of other offshore wind farms.
引用
收藏
页码:645 / 660
页数:15
相关论文
共 50 条
[21]   Scour dynamic properties and online monitoring of offshore wind power foundation [J].
Wang X. ;
Lin P. ;
Huang H. ;
Yuan J. ;
Qiu X. ;
Liu X. .
Qinghua Daxue Xuebao/Journal of Tsinghua University, 2023, 63 (07) :1087-1094
[22]   1 g shaking table test for seismic response for a monopile foundation of offshore wind turbine [J].
Shahidikhah, Mahdi ;
Moradi, Majid ;
Gatmiri, Behrouz .
APPLIED OCEAN RESEARCH, 2024, 150
[23]   Optimized retrofit design of in-service monopile foundation offshore wind turbine transition zone [J].
Schaffer, William ;
Seo, Junwon ;
Choi, Eunsoo ;
Lee, Jaeha .
ENGINEERING STRUCTURES, 2020, 220
[24]   Failure mode of monopile foundation for offshore wind turbine in soft clay under complex loads [J].
Dai, Song ;
Han, Bo ;
Huang, Guoxiang ;
Gu, Xiaoqiang ;
Jian, Liu ;
Liu, Shiliang .
MARINE GEORESOURCES & GEOTECHNOLOGY, 2022, 40 (01) :14-25
[25]   A novel hybrid monopile foundation for offshore wind turbines [J].
Ma, Hongwang ;
Yang, Jun .
OCEAN ENGINEERING, 2020, 198
[26]   Reliability analysis for monopile foundation of offshore wind turbine considering correlated wind and waves and spatially varying soils [J].
Zhang, Zechao ;
Wang, Tianpeng ;
Chen, Zhihai ;
Zhang, Jie .
OCEAN ENGINEERING, 2023, 286
[27]   Offshore wind turbine monopile foundations: Design perspectives [J].
Gupta, Bipin K. ;
Basu, Dipanjan .
OCEAN ENGINEERING, 2020, 213
[28]   Conceptual Study of a Real-Time Hybrid Simulation Framework for Monopile Offshore Wind Turbines Under Wind and Wave Loads [J].
Song, Wei ;
Sun, Chao ;
Zuo, Yanhui ;
Jahangiri, Vahid ;
Lu, Yan ;
Han, Qinghua .
FRONTIERS IN BUILT ENVIRONMENT, 2020, 6
[29]   Influence of Horizontal Loading in Changing the Ultimate Uplift Bearing Capacity of Monopile Foundation of Offshore Wind Turbine [J].
Sun, Yong-Xin ;
Wang, Zhi-Peng ;
Dou, Hong-Qiang ;
Qu, Zhan-Fei ;
Xue, Bing-Lei ;
Feng, Ling-Yun .
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2023, 11 (06)
[30]   Preliminary evaluation of monopile foundation dimensions for an offshore wind turbine by analyzing hydrodynamic load in the frequency domain [J].
Oh, Ki-Yong ;
Kim, Ji-Young ;
Lee, Jun-Shin .
RENEWABLE ENERGY, 2013, 54 :211-218