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Reduction of pressure transients of high-speed train passing through a tunnel by cross-section increase

机译:减少通过横截面通过隧道的高速列车的压力瞬变

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This study investigates the alleviation effect of partially enlarged cross-section on tunnel aerodynamics. By comparing the numerical results to moving model tests data, the SST k-omega turbulence model and hybrid grid are used for the numerical simulations of high-speed train passing through tunnel. The reduction effects of three parameters for the enlarged section are analyzed, i.e., length, cross-sectional area, and slope. Systematic numerical simulations show that the terminal location of the enlarged section should be close to the location of the initial compression wave amplitude along tunnel length direction. The reduction rates of the pressure transient amplitude and the average pressure variation follow a second order polynomial equation with the increase of the enlarged section area, and increase with the increase of enlarged section slope. Positive enlarged section slope is applied for reducing pressure transients in the tunnel. Furthermore, an engineering application equation is proposed, with which the reduction rates of enlarged sections on the pressure transient amplitude and the average pressure variation can be estimated effectively. The equation generalized in this study could well guide the tunnel design process.
机译:本研究调查了部分放大横截面对隧道空气动力学的缓解效应。通过将数值结果与移动模型测试数据进行比较,SST k-Omega湍流模型和混合网格用于通过隧道的高速列车的数值模拟。分析了扩大部分的三个参数的还原效应,即长度,横截面积和斜率。系统数值模拟表明,放大部分的终端位置应沿隧道长度方向接近初始压缩波幅度的位置。随着扩大截面区域的增加,压力瞬态幅度和平均压力变化的减小率遵循二阶多项式方程,并随着扩大截面斜率的增加而增加。施加正放大剖面斜率用于减少隧道中的压力瞬变。此外,提出了一种工程应用方程,利用该工程应用方程可以有效地估计压力瞬态幅度和平均压力变化上的放大部分的减小速率。该研究中的方程概括可以很好地指导隧道设计过程。

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