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A wave signature based method for the prediction of pressure transients in railway tunnels

机译:基于波浪特征的铁路隧道压力瞬变预测方法

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摘要

The unsteady aerodynamic effects in railway tunnels Lire generally analyzed by quasi one-dimensional numerical simulations which can give the effects of the pressure waves encountered in the tunnels with it low CPU cost. In the present work, a new method for predicting the evolution of the pressure in the tunnel is presented. This method, based oil the signature of the pressure waves during their propagation, requires lower computational efforts, gives results with a precision equivalent to those obtained by conventional methods, and permits to investigate more complex situations of train circulation in simple tunnel. The simulation of the tunnel length influence on the pressure changes permits to define a very short, a short and a long tunnel. The crossing of two High speed trains in tunnel is simulated with different delays in the time entry of the trains, and it is shown that the maximum pressure change in the tunnel or on the trains is function of this time shift. (c) 2005 Elsevier Ltd. All rights reserved.
机译:通常通过准一维数值模拟来分析铁路隧道中的非定常空气动力效应,从而可以以较低的CPU成本给出隧道中遇到的压力波的影响。在目前的工作中,提出了一种预测隧道压力变化的新方法。这种方法基于压力波在传播过程中的特征,需要较少的计算工作,得出的结果具有与常规方法相同的精度,并且可以研究简单隧道中列车循环的更复杂情况。隧道长度对压力变化影响的模拟允许定义非常短,很短和很长的隧道。模拟了两个高速列车在隧道中的穿越,在列车进入时间上有不同的延迟,结果表明,隧道中或列车上的最大压力变化是该时间偏移的函数。 (c)2005 Elsevier Ltd.保留所有权利。

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