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Research paper | Open Access

Study on the influence factors of HST running in the tunnels at 400 km/h

Lei Liu1Gengjie Sun1( )Ziwei Zhang2,3Jiaqiang Han4
Railway Science and Technology Research and Development Center, China Academy of Railway Sciences Corporation Limited, Beijing, China
Key Laboratory of Urban Underground Engineering of the Ministry of Education, Beijing Jiaotong University, Beijing, China
Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing Jiaotong University, Beijing, China
School of Engineering, University of Warwick, Coventry, UK
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Abstract

Purpose

The paper aims to clarify the operation rationality of high speed trains (HSTs) under tunnel condition with the speed of 400 km/h through representative aerodynamic factors including running drag, eardrum comfort, carriages noise, aerodynamic loads on tunnel ancillary facilities and HST, micro-pressure waves, and then put forward engineering suggestions for higher speed tunnel operation based on the analysis.

Design/methodology/approach

Based on the field measurement data of CR400AF-C and CR400BF-J tunnel operation, correlations between each aerodynamic indicators with HST speed were established. By analyzing the safety reserve of aerodynamic indicators at 350 km/h and the sensitivity of each indicator to HST speed increasing and the indicators’ formation mechanism, the coupling relationship between various indicators was obtained.

Findings

The sensitivity of different aerodynamic indicators to speed variation differed. The aerodynamic indicators representing flow field around HST showed a linear relationship with HST speed including noise, eardrum comfort, aerodynamic load on HST body. The positive aerodynamic load on tunnel auxiliary facilities and the micro-pressure wave at the entrance of the tunnel have the same sensitivity to the 3th-power relation of HST speed. The over-limit proportion of micro-pressure wave was the highest among the indicators, and aerodynamic buffering measures were recommended for optimization. The open tunnel pressure relief structure is recommended, while allowing trains to pass through the tunnel at an unconditional speed of 380 km/h.

Originality/value

Comprehensive evaluation of multiple aerodynamic indicators for HST tunnel operation with higher speeds was realized. The main engineering requirements to release aerodynamic effect were identified and the optimization scheme is proposed.

References

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Railway Sciences
Pages 213-230

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Cite this article:
Liu L, Sun G, Zhang Z, et al. Study on the influence factors of HST running in the tunnels at 400 km/h. Railway Sciences, 2025, 4(2): 213-230. https://doi.org/10.1108/RS-12-2024-0052

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Received: 20 December 2024
Revised: 18 January 2025
Accepted: 06 February 2025
Published: 01 April 2025
© Lei Liu, Gengjie Sun, Ziwei Zhang and Jiaqiang Han. Published in Railway Sciences.

This article is published under the Creative Commons Attribution (CC BY 4.0) licence. Anyone may reproduce, distribute, translate and create derivative works of this article (for both commercial and non-commercial purposes), subject to full attribution to the original publication and authors. The full terms of this licence may be seen at http://creativecommons.org/licences/by/4.0/legalcode