>> 自然科学版期刊 >> 2008年05期 >> 正文
高速铁路隧道通风竖井对气动效应的影响研究
供稿: 赵宇;王有凯;朱伶俐;李金辉 时间: 2019-04-26 次数:

作者:赵宇;王有凯;朱伶俐;李金辉

作者单位:河南理工大学土木工程学院河南理工大学材料科学与工程学院平顶山煤业建工集团土建处

摘要:采用三维可压缩非定常流动模型,通过有限体积法对三维Navier-stokes方程进行离散,对隧道壁面采用近壁面函数来处理,时间采用预处理二阶精度步后差分格式进行离散,对高速列车经过带有通风竖井的单线隧道所引起的压力变化进行数值模拟.并将不同竖井参数对隧道内压力变化的影响进行比较分析,初步得出最佳的竖井参数,为今后进一步研究更好的缓解出口微压波的措施奠定了基础.

关键词:隧道;高速列车;有限体积法;通风竖井;微压波;

DOI:10.16186/j.cnki.1673-9787.2008.05.013

分类号:U453.5

Study of the effects of the high-speed railway tunnel air shaft of aerodynamic effect

Abstract:The paper adopt three-dimensional compressible unsteady flow model, straggling three-dimensional Navier-stokes equation by finite volume method.The near wall functions is applied to deal with the wall of tunnels.The numerical procedure is based on preconditioned second-order accurate backward difference in time.Numerical Simulate the pressure change introduced by the high-speed train passing through a single-line tunnel with a shaft.Analysis the effects which the different shaft parameter to the change of the pressure.Initially draw the conclusion of the best shaft parameter.The numerical simulate laid the groundwork for future aerodynamic study on the method of alleviate the micro-pressure wave.

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