Wind and Structures
Volume 36, Number 3, 2023, pages 161-174
DOI: 10.12989/was.2023.36.3.161
Comparative study of analytical models of single-cell tornado vortices based on simulation data with different swirl ratios
Han Zhang, Hao Wang, Zhenqing Liu, Zidong Xu, Boo Cheong Khoo and Changqing Du
Abstract
The analytical model of tornado vortices plays an essential role in tornado wind description and tornado-resistant
design of civil structures. However, there is still a lack of guidance for the selection and application of tornado analytical models
since they are different from each other. For single-cell tornado vortices, this study conducts a comparative study on the velocity
characteristics of the analytical models based on numerically simulated tornado-like vortices (TLV). The single-cell stage TLV is
first generated by Large-eddy simulations (LES). The spatial distribution of the three-dimensional mean velocity of the typical
analytical tornado models is then investigated by comparison to the TLV with different swirl ratios. Finally, key parameters are
given as functions of swirl ratio for the direct application of analytical tornado models to generate full-scale tornado wind field.
Results show that the height of the maximum radial mean velocity is more appropriate to be defined as the boundary layer
thickness of the TLV than the height of the maximum tangential mean velocity. The TLV velocity within the boundary layer can
be well estimated by the analytical model. Simple fitted results show that the full-scale maximum radial and tangential mean
velocity increase linearly with the swirl ratio, while the radius and height corresponding to the position of these two velocities
decrease non-linearly with the swirl ratio.
Key Words
analytical model; boundary layer; numerical simulation; single-cell tornado vortices; swirl ratio; three-dimensional velocity
Address
Han Zhang:1)Key Laboratory of Concrete & Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 211189, China
2)Department of Mechanical Engineering, National University of Singapore, Singapore 119260, Singapore
Hao Wang: Key Laboratory of Concrete & Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 211189, China
Zhenqing Liu:School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
Zidong Xu:Key Laboratory of Concrete & Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 211189, China
Boo Cheong Khoo:Department of Mechanical Engineering, National University of Singapore, Singapore 119260, Singapore
Changqing Du:State Grid Jiangsu Electric Power Co., Ltd, Nanjing, 210000, China