Study on Wind Profile Characteristics Using Cluster Analysis

Author:

Wang Yanru1,Tian Shengbao2,Fu Bin1,Zhang Maoyu1,Wang Xu3,Zheng Shuqin4,Zhang Chuanxiong4,Zhou Lei3

Affiliation:

1. School of Civil Engineering, Taizhou University, Taizhou 318000, China

2. School of Civil Engineering and Architecture, Zhejiang SCI-TECH University, Hangzhou 310018, China

3. State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China

4. Key Laboratory of Intelligent Lifeline Protection and Emergency Technology For Resident ATY, Wenzhou University of Technology, Wenzhou 150080, China

Abstract

The accurate characterization of typhoon wind profile properties is of great importance in the field of wind engineering and wind design of high-rise structures. In this paper, the average typhoon wind profile characteristics are investigated using the 930 m height measurement data of Typhoon Lekima 2019 obtained from the observations of the mobile acoustic profiling radar deployed in the coastal area. Specifically, this paper adopts a cohesive hierarchical cluster analysis method to classify the mean wind profiles of Super Typhoon Lekima 2019, and the optimal number of clusters is obtained as two classes by the profile coefficient with the sum of squares of clustering errors, the Calinski–Harabasz index, and the Davies–Bouldin index, and the two classes of typical wind profiles are named as cluster 1 type and cluster 2 type. The model fitting analysis of the two types of typical wind profiles was carried out in the height range of 0~300 m after classification, and the effects of fitting the cluster 1-type mean wind profiles with the Vickery model and the Snaiki and Wu model and the cluster 2-type mean wind profiles with the Power-law model, the Log-law model, and the Deaves–Harris and Gryning models were discussed. The results show that the cohesive hierarchical cluster analysis method used in this paper can effectively categorize the mean typhoon profiles. In addition, this paper has some reference significance for future research on the characteristics of measured typhoon wind profiles and engineering applications such as the wind-resistant design of high-rise structures.

Funder

Zhejiang Province Natural Science Foundation Project

Natural Science Foundation of China

Zhejiang Provincial Department of Education Project

Publisher

MDPI AG

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