挡块结构对铁路隧道波前陡化影响的数值模拟和实验研究

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Journal of Wind Engineering and Industrial Aerodynamics Pub Date : 2024-11-16 DOI:10.1016/j.jweia.2024.105956
Feng Liu , Mengjie Wei , Haibo Yang , Wenzhe Yang , Dawei Chen
{"title":"挡块结构对铁路隧道波前陡化影响的数值模拟和实验研究","authors":"Feng Liu ,&nbsp;Mengjie Wei ,&nbsp;Haibo Yang ,&nbsp;Wenzhe Yang ,&nbsp;Dawei Chen","doi":"10.1016/j.jweia.2024.105956","DOIUrl":null,"url":null,"abstract":"<div><div>The entry of a high-speed train into a tunnel triggers severe micro pressure wave (MPW), posing a major obstacle to the fast and environmentally friendly operation of trains. The installation of a retaining block structure in the tunnel can alter the propagation process of the compression waves, thereby mitigating the effects of MPWs. In this research, a two-dimensional-axisymmetric retaining block is taken as the research object. Based on CFD and an experimental device for generating initial wavefronts, we investigate the influence of the retaining block's radial, axial lengths and the installation location, on the mitigation of wavefront steepening. It is found that the results of numerical simulations compare favourably with those of the experimental device. In mitigating the steepening of the wavefront, there is a critical value for retaining block's axial length which is about 1/4 of the length of S-shaped initial wavefront, and the retaining block is more effective when the wavefront pressure gradient is higher. This implies that when considering the inertial effect of the wavefront inside medium to long tunnels, the retaining block should be placed as close as possible to the tunnel exit to minimize the maximum pressure gradient of the wavefront. The results of this paper may provide a new approach for improving the evolution of pressure waves in tunnels.</div></div>","PeriodicalId":54752,"journal":{"name":"Journal of Wind Engineering and Industrial Aerodynamics","volume":"255 ","pages":"Article 105956"},"PeriodicalIF":4.2000,"publicationDate":"2024-11-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Numerical simulation and experimental study of the effects of retaining block structures on wavefront steepening in rail tunnels\",\"authors\":\"Feng Liu ,&nbsp;Mengjie Wei ,&nbsp;Haibo Yang ,&nbsp;Wenzhe Yang ,&nbsp;Dawei Chen\",\"doi\":\"10.1016/j.jweia.2024.105956\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The entry of a high-speed train into a tunnel triggers severe micro pressure wave (MPW), posing a major obstacle to the fast and environmentally friendly operation of trains. The installation of a retaining block structure in the tunnel can alter the propagation process of the compression waves, thereby mitigating the effects of MPWs. In this research, a two-dimensional-axisymmetric retaining block is taken as the research object. Based on CFD and an experimental device for generating initial wavefronts, we investigate the influence of the retaining block's radial, axial lengths and the installation location, on the mitigation of wavefront steepening. It is found that the results of numerical simulations compare favourably with those of the experimental device. In mitigating the steepening of the wavefront, there is a critical value for retaining block's axial length which is about 1/4 of the length of S-shaped initial wavefront, and the retaining block is more effective when the wavefront pressure gradient is higher. This implies that when considering the inertial effect of the wavefront inside medium to long tunnels, the retaining block should be placed as close as possible to the tunnel exit to minimize the maximum pressure gradient of the wavefront. The results of this paper may provide a new approach for improving the evolution of pressure waves in tunnels.</div></div>\",\"PeriodicalId\":54752,\"journal\":{\"name\":\"Journal of Wind Engineering and Industrial Aerodynamics\",\"volume\":\"255 \",\"pages\":\"Article 105956\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2024-11-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Wind Engineering and Industrial Aerodynamics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0167610524003192\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Wind Engineering and Industrial Aerodynamics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167610524003192","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

高速列车进入隧道时会引发严重的微压力波(MPW),对列车的快速和环保运行构成重大障碍。在隧道中安装挡块结构可以改变压缩波的传播过程,从而减轻 MPW 的影响。本研究以二维轴对称挡块为研究对象。基于 CFD 和产生初始波面的实验装置,我们研究了挡块的径向、轴向长度和安装位置对缓解波面陡化的影响。结果发现,数值模拟的结果与实验装置的结果相差无几。在缓解波前陡化方面,挡块的轴向长度存在一个临界值,约为 S 型初始波前长度的 1/4,当波前压力梯度较大时,挡块的作用效果更好。这意味着在考虑中长隧道内波面的惯性效应时,挡块应尽可能靠近隧道出口,以减小波面的最大压力梯度。本文的研究结果可为改善隧道内压力波的演变提供一种新方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

摘要图片

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Numerical simulation and experimental study of the effects of retaining block structures on wavefront steepening in rail tunnels
The entry of a high-speed train into a tunnel triggers severe micro pressure wave (MPW), posing a major obstacle to the fast and environmentally friendly operation of trains. The installation of a retaining block structure in the tunnel can alter the propagation process of the compression waves, thereby mitigating the effects of MPWs. In this research, a two-dimensional-axisymmetric retaining block is taken as the research object. Based on CFD and an experimental device for generating initial wavefronts, we investigate the influence of the retaining block's radial, axial lengths and the installation location, on the mitigation of wavefront steepening. It is found that the results of numerical simulations compare favourably with those of the experimental device. In mitigating the steepening of the wavefront, there is a critical value for retaining block's axial length which is about 1/4 of the length of S-shaped initial wavefront, and the retaining block is more effective when the wavefront pressure gradient is higher. This implies that when considering the inertial effect of the wavefront inside medium to long tunnels, the retaining block should be placed as close as possible to the tunnel exit to minimize the maximum pressure gradient of the wavefront. The results of this paper may provide a new approach for improving the evolution of pressure waves in tunnels.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
8.90
自引率
22.90%
发文量
306
审稿时长
4.4 months
期刊介绍: The objective of the journal is to provide a means for the publication and interchange of information, on an international basis, on all those aspects of wind engineering that are included in the activities of the International Association for Wind Engineering http://www.iawe.org/. These are: social and economic impact of wind effects; wind characteristics and structure, local wind environments, wind loads and structural response, diffusion, pollutant dispersion and matter transport, wind effects on building heat loss and ventilation, wind effects on transport systems, aerodynamic aspects of wind energy generation, and codification of wind effects. Papers on these subjects describing full-scale measurements, wind-tunnel simulation studies, computational or theoretical methods are published, as well as papers dealing with the development of techniques and apparatus for wind engineering experiments.
期刊最新文献
Evaluating different categories of turbulence models for calculating air pollutant dispersion in street canyons with generic and real urban layouts Numerical simulation and experimental study of the effects of retaining block structures on wavefront steepening in rail tunnels A wake prediction framework based on the MOST Gaussian wake model and a deep learning approach Advanced statistical analysis of vortex-induced vibrations in suspension bridge hangers with and without Stockbridge dampers Converting dependence of extreme wind pressure coefficients across different epochs
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1