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Civil-Comp Conferences
ISSN 2753-3239
CCC: 7
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 3.12

Study on Mathematical Model Construction of Typical Gorge Wind Field

G. Yang, J. Cheng, D. Guo and Z. Sun

Key Laboratory for Mechanics in Fluid Solid Coupling Systems, Institute of Mechanics, Chinese Academy of Sciences, Beijing, China

Full Bibliographic Reference for this paper
G. Yang, J. Cheng, D. Guo, Z. Sun, "Study on Mathematical Model Construction of Typical Gorge Wind Field", in J. Pombo, (Editor), "Proceedings of the Sixth International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 7, Paper 3.12, 2024, doi:10.4203/ccc.7.3.12
Keywords: wind field characteristics, mathematical model, roughness, numerical simulation, wind speed fitting, boundary layer thickness.

Abstract
Wind conditions in gorges have a significant impact on the safe operation of high-speed trains, yet traditional numerical simulations rely on oversimplified wind models that fail to capture the complex wind speed distribution resulting from the boundary layer on the mountain surface. To address this, a three-dimensional, incompressible, steady calculation method is used to study wind field characteristics in a typical gorge. We propose a two-dimensional mathematical model to study the effects of gorge width on model parameters, including wind speed growth indices in the height and horizontal directions, respectively. Our results demonstrate that the thickness of the mountain boundary layer can reach a maximum of approximately 30m. Notably, we observe differences in wind speed growth indices parameters at the entrance and midway through the gorge, while the boundary layer thickness remains constant with increasing gorge width. Our findings provide more accurate boundary conditions for numerical simulations of high-speed train operation in gorge wind conditions.

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