Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2017, Vol. 54 Issue (4) :152-159    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Numerical Simulation of Air Resistance Generated by a High-Speed Train Passing through a Tunnel with a Perforated Wall
(College of Mechanical Engineering, Lanzhou Jiaotong University, Lanzhou 730070)
Download: PDF (3006KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract A tunnel with a perforated wall is a new type of high-speed railway tunnel structure, and the aerodynam? ics induced by the passing of a high-speed train through the tunnel will differ from those of traditional tunnel. In this paper, the effects of a perforated wall on the air resistance produced by a high-speed train passing through a tunnel was studied based on the one-dimensional unsteady compressible non-homentropic fluid flow model and the characteristics of the generalized Riemann variables method. The variation laws of the maximum and average values of the air resistance of tunnels of different lengths with or without perforated walls were simulated, and it was concluded that a tunnel with a perforated wall may significantly reduce air resistance and that tunnel length does not affect the amplitude of air resistance under a certain speed. The effects of hole spacing, hole size and the running speed of a train on air resistance was analyzed for a 2 000 m-long tunnel with a perforated wall. The relationship among the air resistance, compression wave and expansion wave produced by a train passing through a tunnel with a perforated wall are discussed, as well as the relationship between the maximum air resistance and train speed
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
KeywordsTunnel with perforated wall   High- speed train   Air resistance   Model of one- dimensional unsteady compressible non-homentropic fluid flow   Method of characteristics     
Abstract: A tunnel with a perforated wall is a new type of high-speed railway tunnel structure, and the aerodynam? ics induced by the passing of a high-speed train through the tunnel will differ from those of traditional tunnel. In this paper, the effects of a perforated wall on the air resistance produced by a high-speed train passing through a tunnel was studied based on the one-dimensional unsteady compressible non-homentropic fluid flow model and the characteristics of the generalized Riemann variables method. The variation laws of the maximum and average values of the air resistance of tunnels of different lengths with or without perforated walls were simulated, and it was concluded that a tunnel with a perforated wall may significantly reduce air resistance and that tunnel length does not affect the amplitude of air resistance under a certain speed. The effects of hole spacing, hole size and the running speed of a train on air resistance was analyzed for a 2 000 m-long tunnel with a perforated wall. The relationship among the air resistance, compression wave and expansion wave produced by a train passing through a tunnel with a perforated wall are discussed, as well as the relationship between the maximum air resistance and train speed
KeywordsTunnel with perforated wall,   High- speed train,   Air resistance,   Model of one- dimensional unsteady compressible non-homentropic fluid flow,   Method of characteristics     
Cite this article:   
.Numerical Simulation of Air Resistance Generated by a High-Speed Train Passing through a Tunnel with a Perforated Wall[J]  MODERN TUNNELLING TECHNOLOGY, 2017,V54(4): 152-159
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2017/V54/I4/152
 
No references of article
[1] LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
[2] ZHOU Wenbo WU Huiming ZHAO Jun.On Driving Strategy of the Shield Machine with Atmospheric Cutterhead in Mudstone Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 8-15
[3] CHEN Zhuoli1,2 ZHU Xunguo1,2 ZHAO Deshen1,2 WANG Yunping1,2.Research on Anchorage Mechanism of Yielding Support in the Deep-buried Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 16-22
[4] WANG Quansheng.Case Study Based Analysis of Segment Division Principles of Rectangular Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 23-29
[5] ZHANG Heng1 ZHU Yimo1 LIN Fang1 CHEN Shougen1 YANG Jiasong2.Study on Optimum Excavation Height of Middle Bench in an Underground Cavern Based on Q System Design[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 30-37
[6] LI Hao.Geological Survey on Breakthrough Section of the Large-section Karst Tunnel by Radio Wave Penetration Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 38-42
[7] CEN Peishan1 TIAN Kunyun2 WANG Ximin3.Study on Gas Hazard Assessment of Yangshan Tunnel on Inner MongoliaJiangxi Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 43-49
[8] ZHU Jianfeng1 GONG Quanmei2.Centrifugal Model Test on Long-term Settlement of Shield Tunnels in Soft Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 49-55
[9] CHEN Youzhou1 REN Tao2 DENG Peng2 WANG Bin3.Prediction of Tunnel Settlements by Optimized Wavelet Neural Network Based on ABC[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 56-61
[10] WANG Dengmao TENG Zhennan TIAN Zhiyu CHEN Zhixue.Reflection on Disease Treatment and Design Issues of Unconventional Rockburst of Bamiao Tunnel on Taoyuan-Bazhong Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 62-68
[11] WU Shuyuan1 CHENG Yong1 XIE Quanmin2 LIU Jiguo1 CHEN Biguang1.Analysis on the Causes of the Large Deformation of Surrounding Rocks of Milashan Tunnel in Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 69-73
[12] WANG Sui1,2,3 ZHONG Zuliang3 LIU Xinrong3 WU Bo1,2,4 ZHAO Yongbo1,2 LI Zhantao1,2.D-P Yield Criterion Based Elastoplastic Solution of the Circular Pressure Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 74-80
[13] LI Ming YAN Songhong PAN Chunyang ZHANG Xubin.Analysis of Fluid-Solid Coupling Effect during Excavation of the Water-rich Large-section Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 81-88
[14] ZHANG Kai1 CHEN Shougen2 HUO Xiaolong3 TAN Xinrong4.Extension Assessment Model for the Risk of Water Inflow in Karst Tunnels and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 89-96
[15] LI Jie1 ZHANG Bin1 FU Ke1 MA Chao1 GUO Jingbo1 NIU Decao2.Site Data Based Prediction of Shield Driving Performance in Compound Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 97-104
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY