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ISSN 2753-3239
CCC: 7
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 3.8

Investigation of Critical Tunnel Length Based on the Maximum Positive Pressure on the Trailing Carriage of a High-Speed Train

Z. Sun, K. Nan, D. Guo and G. Yang

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

Full Bibliographic Reference for this paper
Z. Sun, K. Nan, D. Guo, G. Yang, "Investigation of Critical Tunnel Length Based on the Maximum Positive Pressure on the Trailing Carriage of a High-Speed Train", 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 3.8, 2024, doi:10.4203/ccc.7.3.8
Keywords: high-speed train, one-dimensional simulation method, train wave signature, critical tunnel length, train/tunnel aerodynamics, maximum positive pressure.

Abstract
The passage of a high-speed train through a tunnel exposes it to substantial tunnel pressure waves, which are heavily affected by the length of the tunnel. Although there are different criteria to determine the critical tunnel length, none of them consider the characteristics of the maximum positive pressure experienced by the trailing carriage, which has been encountered in the field tests in China. To address this problem, by dividing the process of train-tunnel interaction into three stages based on their spatial relationship, and analyzing the effects of the train wave signature, four pressure states on the train have been summarized. In particular, for the measuring points located on the trailing carriage, a maximum positive pressure can be observed when the pressure state aligns with State 4, characterized by the train wave signature reflecting at the tunnel entrance and partially passing through the measuring location. Therefore a corresponding critical tunnel length is derived based on this time relationship. Current study will shed valuable insights into the aerodynamic behavior of high-speed trains running in tunnels and contribute to the optimization of tunnel design.

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