台风过境全过程大型风力机风荷载特性

王浩; 柯世堂; 王同光

doi:10.7638/kqdlxxb-2019.0108

欢迎来到能源电力期刊网！

English Version 期刊登录

您当前的位置：

首页 >

文章列表页 >

台风过境全过程大型风力机风荷载特性

研究论文 | 更新时间：2026-05-28

- 台风过境全过程大型风力机风荷载特性
- Wind loads characteristic of large wind turbine considering typhoon transit process
- 空气动力学学报 2020年38卷第5期页码：915-923
- 作者机构：
  
  南京航空航天大学江苏省风力机设计高技术研究重点实验室,南京,210016
- 作者简介：
  
  王浩(1992-), 男, 安徽芜湖人, 博士研究生, 研究方向:风能利用.E-mail:wanghaonuaa@163.com
  柯世堂(1982-), 男, 安徽池州人, 教授, 研究方向:结构风工程.E-mail:keshitang@163.com
- 基金信息：
  
  国家重点研究发展计划（YS2017YFGH001115）;国家自然科学基金（51878351，51761165022，U1733129）;江苏省优秀青年基金项目（BK20160083）;江苏省六大人才高峰高层次人才计划资助项目（JZ-026）;江苏省研究生科研与实践创新计划（KYCX18_0244）
- DOI：10.7638/kqdlxxb-2019.0108
  中图分类号： TU352.2
- 纸质出版：2020
- 稿件说明：
移动端阅览
王浩, 柯世堂, 王同光. 台风过境全过程大型风力机风荷载特性[J]. 空气动力学学报, 2020, 38(5): 915-923.

WANG Hao, KE Shitang, WANG Tongguang. Wind loads characteristic of large wind turbine considering typhoon transit process[J]. 2020, 38(5): 915-923.
王浩, 柯世堂, 王同光. 台风过境全过程大型风力机风荷载特性[J]. 空气动力学学报, 2020, 38(5): 915-923. DOI： 10.7638/kqdlxxb-2019.0108.

WANG Hao, KE Shitang, WANG Tongguang. Wind loads characteristic of large wind turbine considering typhoon transit process[J]. 2020, 38(5): 915-923. DOI： 10.7638/kqdlxxb-2019.0108.

摘要

台风结构的复杂性导致当处于不同台风生命周期时风力机的风荷载特性差异巨大，目前针对风力机台风过境全过程风荷载的研究尚属空白。本文在总结国内外台风实测研究成果的基础上，提出了一种针对风力机的台风过境全过程风场模拟方法。以美国可再生能源实验室5 MW风力机为例，系统研究了台风过境全过程大型水平轴风力机的风荷载分布特性。结果表明，本文搭建的风力机台风过境全过程风场模拟方法可有效重现台风过境时风力机的全过程风荷载特征。台风眼壁干扰阶段的风力显著大于其它台风过境阶段，需要注意的是，台风眼过后的后眼壁阶段的台风影响仍然十分显著，叶片和塔架的弯矩极值分别达到前眼壁阶段的92.83%和93.97%。此外，研究发现台风外围干扰阶段（前后）和台风眼影响阶段的塔筒底部以纵向弯矩为主，而眼壁干扰阶段存在横风向弯矩占据主导地位的情况，大型风力机抗台风设计的关注点应与正常停机工况区别对待。本文研究结论可为进一步研究大型风力机抗强台风设计提供数据输入和参考依据。

Abstract

The structural complexity of typhoon leads to a huge difference in wind load characteristics of wind turbines when they are in different typhoon life cycles. At present

the research on wind loads for wind turbine typhoon transit process is rare. On the basis of summarizing the research results of typhoon measurement

a new typhoon field simulation method considering the transit process effect was established. The 5 MW wind turbine designed by National Renewable Energy Laboratory was taken as an example

and the wind load distribution characteristics of large horizontal axis wind turbines in t

he whole process of typhoon transit were studied systematically. The results show that the wind field simulation method or the wind turbine considering typhoon transit process proposed in this paper can effectively simulate the wind loads characteristics of the wind turbine during typhoon transit. The wind force in the typhoon eye wall interference stage is significantly greater than that in other typhoon transit stages. It should be noted that the typhoon effect of the back eye wall stage after the typhoon eye is still very significant

and the extreme values of bending moment of the blade and the tower respectively reach 92.83% and 93.97% of the values during the front eye wall stage. Besides

bending moment at the bottom of tower is dominated by the

during the FOVS

TES and BOVS

but the

is the dominant bending moment during the FEWS and BEWS. The above conclusions indicate that the focus of large wind turbine anti-typhoon structure design should be treated differently from normal shutdown condition. The conclusions of this paper can provide data input and reference basis for further research on large wind turbine anti-typhoon design.

关键词

Keywords

references

SONG L L, LI Q, CHEN W C, et al. Wind characteristics of a strong typhoon in marine surface boundary layer[J]. Wind and Structures, 2012, 15(1):1-15. doi:10.12989/was.2012.15.1.001

CHEN X, XU J Z. Structural failure analysis of wind turbines impacted by super typhoon Usagi[J]. Engineering Failure Analysis, 2016, 60:391-404. doi:org/10.1016/j.engfailanal.2015.11.028

KE S T, GE Y J, WANG T G, et al. Wind field simulation and wind-induced responses of large wind turbine tower-blade coupled structure[J]. The Structural Design of Tall and Special Buildings, 2015, 24(8):571-590. doi:10.1002/tal.1200

WU P, LI C, LI Z M, et al. Research on dynamic characteristics simulation for wind turbine with different wind[J]. Proceedings of the CSEE, 2014, 34(26):4539-4545. (in Chinese)

KE S T, WANG T G, ZHAO L, et al. Background, resonant components and coupled effect of wind-induced responses on wind turbine systems[J]. Proceedings of the CSEE, 2013, 33(26):101-107.(in Chinese) doi:10.13334/j.0258-8013.pcsee.2013.26.014

WANG J Q, CHEN Z Q. Analysis of risks and measures on the blade damage of offshore wind turbine during strong typhoons:enlightenment from Red Bay wind farm[J]. Engineering Sciences, 2010, 12(11):32-34. (in Chinese)

International Electrotechnical Commission. Wind turbines-Part 1: Design requirements: IEC61400-1[S ] . 3 rd edition, 2005.

Japan society of civil engineers.Guidelines for design of wind turbine support structures and foundations by task committee on dynamic analysis and structural design of wind turbine[M]. Beijing:China Architecture Building Press, 2014. (in Chinese)

Wind turbine systems-Design requirements: GB18451.1-2012[S]. Beijing: China Machine Press, 2012. (in Chinese)

LI Z Q, CHEN S J, MA H, et al. Design defect of wind turbine operating in typhoon activity zone[J]. Engineering Failure Analysis, 2013, 27:165-172. doi:10.1016/j.engfailanal.2012.08.013

General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China. National Standard (Recommended) of the People's Republic of China: Wind turbine generator system under typhoon condition GB/T 31519-2015[S]. Beijing: Standards Press of China, 2016. (in Chinese)

KE S T, XU L. Analysis on aerodynamic performance of large wind turbine system consideringmesoscale typhoon effect[J]. Journal of Southeast University (Natural Science Edition), 2019, 49(2):340-347. (in Chinese)

LIAN JJ, JIA Y Y, WANG H J. Numerical simulation for characteristics of wind loads of 2.5 mW wind turbine under typhoon[J]. Acta Energiae Solaris Sinica, 2018, 39(3):611-618. (in Chinese)

XIAO Y Q, LI L X, SONG LL, et al. Study on wind characteristics of typhoon Hagupit based on offshore sea surface measurements[J]. Acta Aerodynamica Sinica, 2012, 30(3):380-387, 399. (in Chinese)

WANG Q Q. Characteristics of wind field near the ground offshore typhoon in the South China Sea[D ] . Qingdao, China: Ocean University of China, 2013. (in Chinese) doi: 10.7666/d.D326318 .

FANG G S, ZHAO L, CAO S Y, et al. A novel analytical model for wind field simulation under typhoon boundary layer considering multi-field correlation and height-dependency[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2018, 175:77-89. doi:10.1016/j.jweia.2018.01.019

SONG L L, PANG J B, JIANG C L, et al. Field measurement and analysis of turbulence coherence for TyphoonNuri at Macao Friendship Bridge[J]. Scientia Sinica (Technologica), 2010, 40(12):1409-1419. (in Chinese)

LI L X, XIAO Y Q, KAREEM A, et al. Modeling typhoon wind power spectra near sea surface based on measurements in the South China sea[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2012, 104-106:565-576. doi:10.1016/j.jweia.2012.04.005

WU X H. Inflow turbulence generation methods[J]. Annual Review of Fluid Mechanics, 2017, 49(49):23-49. doi:10.1146/annurev-fluid-010816-060322

SOLARI G, PICCARDO G. Probabilistic 3-D turbulence modeling for gust buffeting of structures[J]. Probabilistic Engineering Mechanics, 2001, 16(1):73-86. doi:10.1016/S0266-8920(00)00010-2

ZHONG W. Aerodynamic simulations for wind turbines in flow separation and stall[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2012. (in Chinese)

KE S T, WANG H, GE Y J. Non-Gaussian characteristics and extreme distribution of fluctuating wind pressures on large cylindrical-conical steel cooling towers[J]. The Structural Design of Tall and Special Buildings, 2017, 26(18):e1403. doi:10.1002/tal.1403

浏览量

下载量

CSCD

文章被引用时，请邮件提醒。

提交

工具集

关联资源

关键区域优化对高速列车横风气动特性影响

考虑近距离海洋下垫面影响的对称风机翼型静气动特性

高速斜板液膜冷却的数值模拟研究

多种SST湍流模型对典型分离流动的预测性能

翼尖链翼组合式无人机气动特性研究