Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.

Analysis of the slipstream development around the high-speed trains in tunnels would provide references for assessing the transient gust loads on trackside workers and trackside furniture in tunnels. This paper focuses on the computational analysis of the slipstream caused by high-speed trains passi...

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Main Authors: Min Fu, Peng Li, Xi-Feng Liang
Format: Article
Language:English
Published: Public Library of Science (PLoS) 2017-01-01
Series:PLoS ONE
Online Access:http://europepmc.org/articles/PMC5376298?pdf=render
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spelling doaj-49c4c2a5686246a78e9213942300c6052020-11-25T02:41:26ZengPublic Library of Science (PLoS)PLoS ONE1932-62032017-01-01123e017504410.1371/journal.pone.0175044Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.Min FuPeng LiXi-Feng LiangAnalysis of the slipstream development around the high-speed trains in tunnels would provide references for assessing the transient gust loads on trackside workers and trackside furniture in tunnels. This paper focuses on the computational analysis of the slipstream caused by high-speed trains passing through double-track tunnels with a cross-sectional area of 100 m2. Three-dimensional unsteady compressible Reynolds-averaged Navier-Stokes equations and a realizable k-ε turbulence model were used to describe the airflow characteristics around a high-speed train in the tunnel. The moving boundary problem was treated using the sliding mesh technology. Three cases were simulated in this paper, including two tunnel lengths and two different configurations of the train. The train speed in these three cases was 250 km/h. The accuracy of the numerical method was validated by the experimental data from full-scale tests, and reasonable consistency was obtained. The results show that the flow field around the high-speed trains can be divided into three distinct regions: the region in front of the train nose, the annular region and the wake region. The slipstream development along the two sides of train is not in balance and offsets to the narrow side in the double-track tunnels. Due to the piston effect, the slipstream has a larger peak value in the tunnel than in open air. The tunnel length, train length and length ratio affect the slipstream velocities; in particular, the velocities increase with longer trains. Moreover, the propagation of pressure waves also induces the slipstream fluctuations: substantial velocity fluctuations mainly occur in front of the train, and weaken with the decrease in amplitude of the pressure wave.http://europepmc.org/articles/PMC5376298?pdf=render
collection DOAJ
language English
format Article
sources DOAJ
author Min Fu
Peng Li
Xi-Feng Liang
spellingShingle Min Fu
Peng Li
Xi-Feng Liang
Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.
PLoS ONE
author_facet Min Fu
Peng Li
Xi-Feng Liang
author_sort Min Fu
title Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.
title_short Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.
title_full Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.
title_fullStr Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.
title_full_unstemmed Numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.
title_sort numerical analysis of the slipstream development around a high-speed train in a double-track tunnel.
publisher Public Library of Science (PLoS)
series PLoS ONE
issn 1932-6203
publishDate 2017-01-01
description Analysis of the slipstream development around the high-speed trains in tunnels would provide references for assessing the transient gust loads on trackside workers and trackside furniture in tunnels. This paper focuses on the computational analysis of the slipstream caused by high-speed trains passing through double-track tunnels with a cross-sectional area of 100 m2. Three-dimensional unsteady compressible Reynolds-averaged Navier-Stokes equations and a realizable k-ε turbulence model were used to describe the airflow characteristics around a high-speed train in the tunnel. The moving boundary problem was treated using the sliding mesh technology. Three cases were simulated in this paper, including two tunnel lengths and two different configurations of the train. The train speed in these three cases was 250 km/h. The accuracy of the numerical method was validated by the experimental data from full-scale tests, and reasonable consistency was obtained. The results show that the flow field around the high-speed trains can be divided into three distinct regions: the region in front of the train nose, the annular region and the wake region. The slipstream development along the two sides of train is not in balance and offsets to the narrow side in the double-track tunnels. Due to the piston effect, the slipstream has a larger peak value in the tunnel than in open air. The tunnel length, train length and length ratio affect the slipstream velocities; in particular, the velocities increase with longer trains. Moreover, the propagation of pressure waves also induces the slipstream fluctuations: substantial velocity fluctuations mainly occur in front of the train, and weaken with the decrease in amplitude of the pressure wave.
url http://europepmc.org/articles/PMC5376298?pdf=render
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AT pengli numericalanalysisoftheslipstreamdevelopmentaroundahighspeedtraininadoubletracktunnel
AT xifengliang numericalanalysisoftheslipstreamdevelopmentaroundahighspeedtraininadoubletracktunnel
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