Investigations on Wind Characteristics for Typhoon and Monsoon Wind Speeds Based on Both Stationary and Non-Stationary Models

被引:11
|
作者
Qin, Zhiqing [1 ]
Xia, Dandan [2 ,3 ]
Dai, Liming [2 ]
Zheng, Qingsong [1 ]
Lin, Li [3 ]
机构
[1] Fujian Commun Planning & Design Inst Co Ltd, Fuzhou 350003, Peoples R China
[2] Fujian Key Lab Wind Disasters & Wind Engn, Xiamen 361024, Peoples R China
[3] Univ Regina, Ind Syst Engn, Regina, SK S4S 0A2, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
typhoon; monsoon wind; non-stationary; time interval; fluctuating wind characteristics; FIELD; THUNDERSTORM; BRIDGES;
D O I
10.3390/atmos13020178
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Stationary models are usually applied for wind characteristics analysis. However, nonstationarity has been found in the field measurements of typhoons in recent studies; therefore, using traditional models with stationary assumptions to conduct wind characteristics is inadequate. In this research, data acquisition of typhoon wind speeds and monsoon are conducted based on the wind field measurements. Wind speeds of typhoon "Maria" passing through Pintan, Fujian Province, China and the monsoon from 2017.10-2018.10 were obtained to investigate wind characteristics. The run test method is utilized to show that non-stationarity exists in both typhoon and monsoon wind speed, and the percent of non-stationary increases with the increase in time interval. Additionally, results show that stronger non-stationarity exists in typhoon wind speed compared with monsoons. Based on a self-adaptive procedure to extract time varying mean wind speed, a non-stationary model is established to compare with the non-stationary model, which has been applied in the traditional wind characteristic analysis. The fluctuating wind characteristics such as turbulence intensity, gust factor, turbulence integral scale, and wind speed spectrum are analyzed to compare the two models. Results show that the difference of such characteristics between the two models increases with the time interval, indicating the necessity of consideration of non-stationary models, especially for design specifications with larger time intervals. Influences of time intervals are investigated, and relevant recommendations are provided for wind resistance specifications. Our conclusions may provide reference for wind resistance design in engineering applications.
引用
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页数:23
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