Perforated tunnel exit regions and micro-pressure waves: geometrical influence

Author:

Wang Honglin1,Vardy Alan E.2,Pokrajac Dubravka3

Affiliation:

1. School of Mechanical Engineering, Southwest Jiaotong University, Chengdu, China

2. School of Science and Engineering, University of Dundee, Dundee, UK (corresponding author: )

3. School of Engineering, University of Aberdeen, Aberdeen, UK

Abstract

The effectiveness of long, perforated exit regions in reducing the radiation of micro-pressure waves (MPWs) from railway tunnels is assessed. Such disturbances always occur, but their amplitudes are usually small. For the particular case of high-speed trains, they can reach levels that would cause annoyance in the absence of suitable countermeasures. This risk is especially large in the case of long tunnels. The general behaviour of wave reflection/transmission/radiation at a perforated exit region has been explored in previous papers that have (a) quantified the dependence on the characteristics of the incident wavefront reaching the exit region from further upstream in the tunnel and (b) validated the numerical methodology in a searching manner. Some notable differences have been found in comparison with the criteria that have long been known for unperforated exit regions. In particular, the resulting MPW amplitudes depend on the amplitudes of incident wavefronts as well as on their steepnesses. This paper summarises these outcomes and uses the methodology to explore important practical design issues, namely the dependence of the effectiveness of perforated exit regions on their length and cross-sectional area. Once again, differences are found from the behaviour of unperforated regions.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Civil and Structural Engineering

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Study on Initial Compression Wave Generation Mechanism in 400 km/h High-Speed Railway Tunnel;International Journal of Mechanics Research;2024

2. Editorial;Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics;2016-06

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