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논문 기본 정보

자료유형
학술저널
저자정보
Hu, Peng (School of Civil Engineering and Architecture, Changsha University of Science & Technology) Li, Yongle (School of Civil Engineering, Southwest Jiaotong University) Huang, Guoqing (School of Civil Engineering, Southwest Jiaotong University) Kang, Rui (Department of Civil Engineering, Southwest Jiaotong University) Liao, Haili (School of Civil Engineering, Southwest Jiaotong University)
저널정보
테크노프레스 Wind & structures Wind & structures 제20권 제1호
발행연도
2015.1
수록면
15 - 36 (22page)

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Characterization of wind flows over a complex terrain, especially mountain-gorge terrain (referred to as the very complex terrain with rolling mountains and deep narrow gorges), is an important issue for design and operation of long-span bridges constructed in this area. In both wind tunnel testing and numerical simulation, a transition section is often used to connect the wind tunnel floor or computational domain bottom and the boundary top of the terrain model in order to generate a smooth flow transition over the edge of the terrain model. Although the transition section plays an important role in simulation of wind field over complex terrain, an appropriate shape needs investigation. In this study, two principles for selecting an appropriate shape of boundary transition section were proposed, and a theoretical curve serving for the mountain-gorge terrain model was derived based on potential flow theory around a circular cylinder. Then a two-dimensional (2-D) simulation was used to compare the flow transition performance between the proposed curved transition section and the traditional ramp transition section in a wind tunnel. Furthermore, the wind velocity field induced by the curved transition section with an equivalent slope of $30^{\circ}$ was investigated in detail, and a parameter called the 'velocity stability factor' was defined; an analytical model for predicting the velocity stability factor was also proposed. The results show that the proposed curved transition section has a better flow transition performance compared with the traditional ramp transition section. The proposed analytical model can also adequately predict the velocity stability factor of the wind field.

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