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Aerodynamic aspects of high-speed railway underground station with adjoining tunnels.

机译:相邻隧道的高速铁路地下车站的空气动力学特性。

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摘要

This dissertation started with a simple question: "Can a high-speed railway underground station be operated safely in term of air pressure fluctuations if an express train passing it at full speed?" This was a real life problem that needed to be resolved and train speed reduction was not an option.;A comprehensive literature research had been conducted to review the aerodynamic aspects related to high-speed train and tunnel interactions. The pressure comfort and safety criteria were established based on the findings. It was also noted that there was no precedent at all. The underground station with adjoining tunnels analyzed in this dissertation was the first in the world.;The required numerical method for Computational Fluid Dynamics (CFD) simulations was investigated first. Axi-symmetrical approach was adopted and the results were compared with published full scale data of train portal entry. The findings indicated that CFD simulation could be used for subsequent detailed analysis.;A simplified method was developed for the initial assessment on the pressure inside the station and also the required mitigation measures for the pressure control. Once the mitigation measures were fixed by using the proposed simplified method, two other methods were adopted to assess the resulting pressure inside the public areas of the underground station, namely Three Dimensional (3D) CFD simulations and full scale site measurements. The findings of both methods confirmed that the underground station was safe and comfortable in term of air pressure. It also confirmed that the proposed simplified method was suitable for the initial assessment of pressure relief mitigation measure for the current station and tunnel layout.;Detailed assessment on the differences between the 3D CFD simulations and full scale site measurements indicated that the 3D CFD simulation approach could predict the pressure wave propagation and also with reasonable good accuracy on the occurrence of peaks and troughs. But their magnitudes were over estimated or offset. Reasons for the over estimations were identified based on the result comparisons of different approaches. And further works to refine the 3D CFD method were suggested.
机译:本文首先提出了一个简单的问题:“如果快车以全速通过,那么高速铁路地下车站能否在气压波动的条件下安全运行?”这是一个现实生活中的问题,需要解决,降低火车速度不是必须的选择。;已经进行了全面的文献研究,以审查与高速火车和隧道相互作用有关的空气动力学方面。基于这些发现建立了压力舒适性和安全性标准。也有人指出,根本没有先例。本论文分析的地下隧道是世界上第一个。首次研究了计算流体动力学(CFD)仿真所需的数值方法。采用轴对称方法,并将结果与​​已发布的火车入口条目的完整数据进行比较。研究结果表明,CFD模拟可用于随后的详细分析。;开发了一种简化的方法,用于对站内压力以及压力控制所需的缓解措施进行初步评估。一旦使用建议的简化方法确定了缓解措施,便采用了另外两种方法来评估地下车站公共区域内产生的压力,即三维(3D)CFD模拟和全面现场测量。两种方法的发现都证实地下站在气压方面是安全舒适的。这也证实了所提出的简化方法适用于当前车站和隧道布局的泄压缓解措施的初始评估。;对3D CFD模拟与满量程现场测量之间差异的详细评估表明,3D CFD模拟方法可以预测压力波的传播,并且在出现波谷和波谷时也具有合理的精度。但是它们的大小被高估或抵消了。根据不同方法的结果比较,确定出现高估的原因。并提出了进一步完善3D CFD方法的工作。

著录项

  • 作者

    Wu, Kwun Hing.;

  • 作者单位

    Hong Kong University of Science and Technology (Hong Kong).;

  • 授予单位 Hong Kong University of Science and Technology (Hong Kong).;
  • 学科 Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 324 p.
  • 总页数 324
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:39:26

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