考虑气动过程的高速铁路单线隧道建设性解决方案的开发与研究

Oleg Shelgunov, Vladimir Kavkazskiy
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摘要

在文章中提出的材料将用于在部分履行要求的博士学位的工程科学学位论文提交。本文介绍了高速铁路隧道的建设和运营情况,指出一般单轨铁路隧道都是在新建铁路线上修建的。综述了现有气动压力减小补偿方法和调节方法的发展概况,分析了各种方法的优缺点。提出了一种有助于降低气动效应强度的新设计方案,描述了其工作原理和主要假设,并显示了与现有方案相比的优点。本文介绍了用计算流体力学方法对“隧道列车”系统进行数值模拟得到的气动状态研究资料。分析了列车在隧道中通过各参数时气动压力的变化,并对“隧道-列车”系统状态进行了评估。重点研究了列车速度、截面积比、隧道长度和列车长度等因素的影响程度。数值模拟结果通过空气动力压降值、“隧道列车”系统的空气动力状态、气流的性质及其速度轨迹进行评估。以表格和图形的形式给出了所得结果,并对结果进行了分析。采用一种新的高速铁路隧道设计方案,有效地解决了隧道的气动压力缓解问题,验证了该方案的合理性。高速铁路隧道施工方案具有降低材料消耗和提高结构技术经济特性的潜力,在考虑空气动力学现象的情况下,可用于现代条件下远景高速铁路进一步高效运营的设计和施工。
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Development and study of a constructive solution for a single-track railroad tunnel for a high-speed railway line, with the account of aerodynamic processes
The materials presented in the article will be used in the dissertation submitted in partial fulfillment of the requirements for the degree of Ph.D. in Engineering Science. The article provides information on the construction and operation of a railroad tunnel for a high-speed railway line, it is noted that generally single-track railroad tunnels are constructed on new railway lines. A development review of existing methods for reducing and compensating aerodynamic pressure and ways of its regulation is given, and its advantages and disadvantages are analyzed. A new design solution description that helps to reduce the intensity of the aerodynamic effect is presented, the principles of its operation and the main hypothesis are described, and advantages over existing solutions are shown. The study materials of the aerodynamic state of the «tunnel-train» system, obtained from the numerical simulation results by the methods of computational fluid dynamics, are presented. An analysis of the change in aerodynamic pressure for various parameters of the passage of a train in a tunnel has been carried out, and the «tunnel-train» system state assessment has been given. The main attention is paid to the influence degree of the train speed, the cross-sectional areas ratio, and tunnel and train lengths. The numerical modeling results were evaluated by the aerodynamic pressure drop values, by the nature of the aerodynamic state of the «tunnel-train» system, by the nature of the air flows, and by its speed trajectories. The obtained results are presented in tabular and graphic forms, and results analysis is carried out. The effectiveness of a new design solution for a tunnel for a high-speed railway line in solving the problem of mitigating aerodynamic pressure is shown, and the rationality of the engineering solution is substantiated. The constructive solution of the tunnel for a high-speed railway line has the potential to reduce material consumption and improve the technical and economic characteristics of the structure and can be used in the design and construction for further efficient operation of perspective high-speed railway lines in modern conditions, with the account aerodynamic phenomena.
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