Water-rich cracks represent common tunnel defects.Intense pressure waves generated by trains traveling through tunnels may undergo enhancement within water-rich cracks.Using the re-normalization group(RNG)k-εturbulen...Water-rich cracks represent common tunnel defects.Intense pressure waves generated by trains traveling through tunnels may undergo enhancement within water-rich cracks.Using the re-normalization group(RNG)k-εturbulence model and volume of fluid(VOF)method,this study analyzes the spatiotemporal distribution,spectral features,and influencing factors of pressure wave propagation in water-rich cracks when two high-speed trains intersect in a tunnel.The flow mechanisms underlying the pressure enhancement within water-rich cracks are also revealed.The main conclusions are as follows:1)The positive and negative peak pressure coefficients in water-rich cracks are 1.34 and-2.36,with corresponding pressure gradient peaks of 31.41 kPa/s and-34.01 kPa/s.Compared to the tunnel wall,the peak pressure coefficients and gradients exhibit increases of 34.41%/44.63%and 31.61%/60.46%,respectively.2)The dominant frequency of the pressure wave power spectral density(PSD)at the crack tip is 26.97%higher than that in the tunnel.The PSD peak value continuously increases with depth and is the largest at the crack tip,representing an increase of 9.36%compared to the tunnel.3)An increase in crack width reduces the peaks of pressure waves,pressure gradients,and PSD,while increases in vertical and transverse depths amplify these peaks.Crack width has the most significant impact on pressure waves and pressure gradients,while transverse depth has the most significant effect on PSD peak values.4)Driven by inertia and pressure differences,the water body oscillates variably,enhancing pressure fluctuation amplitude at the crack tip.The higher the water body's movement velocity,the greater the pressure gradient at the crack tip.The above research results may provide a reference for crack harnessing in high-speed railway tunnels.展开更多
The breakage and bending of ducts result in a difficulty to cope with ventilation issues in bidirectional excavation tunnels with a long inclined shaft using a single ventilation method based on ducts.To discuss the h...The breakage and bending of ducts result in a difficulty to cope with ventilation issues in bidirectional excavation tunnels with a long inclined shaft using a single ventilation method based on ducts.To discuss the hybrid ventilation system applied in bidirectional excavation tunnels with a long inclined shaft,this study has established a full-scale computational fluid dynamics model based on field tests,the Poly-Hexcore method,and the sliding mesh technique.The distribution of wind speed,temperature field,and CO in the tunnel are taken as indices to compare the ventilation efficiency of three ventilation systems(duct,duct-ventilation shaft,duct–ventilated shaft-axial fan).The results show that the hybrid ventilation scheme based on duct-ventilation shaft–axial fan performs the best among the three ventilation systems.Compared to the duct,the wind speed and cooling rate in the tunnel are enhanced by 7.5%–30.6%and 14.1%–17.7%,respectively,for the duct-vent shaft-axial fan condition,and the volume fractions of CO are reduced by 26.9%–73.9%.This contributes to the effective design of combined ventilation for bidirectional excavation tunnels with an inclined shaft,ultimately improving the air quality within the tunnel.展开更多
基金Project(51978670)supported by the National Natural Science Foundation of ChinaProject(N2024G018)supported by the Science and Technology Research and Development Program Project of China Railway+1 种基金Projects(Major Project:2021-Major-01 and 2023-Major-12Major Special Project:2021-Special-04-2)supported by the Science and Technology Research and Development Program Project of China Railway Group Limited。
文摘Water-rich cracks represent common tunnel defects.Intense pressure waves generated by trains traveling through tunnels may undergo enhancement within water-rich cracks.Using the re-normalization group(RNG)k-εturbulence model and volume of fluid(VOF)method,this study analyzes the spatiotemporal distribution,spectral features,and influencing factors of pressure wave propagation in water-rich cracks when two high-speed trains intersect in a tunnel.The flow mechanisms underlying the pressure enhancement within water-rich cracks are also revealed.The main conclusions are as follows:1)The positive and negative peak pressure coefficients in water-rich cracks are 1.34 and-2.36,with corresponding pressure gradient peaks of 31.41 kPa/s and-34.01 kPa/s.Compared to the tunnel wall,the peak pressure coefficients and gradients exhibit increases of 34.41%/44.63%and 31.61%/60.46%,respectively.2)The dominant frequency of the pressure wave power spectral density(PSD)at the crack tip is 26.97%higher than that in the tunnel.The PSD peak value continuously increases with depth and is the largest at the crack tip,representing an increase of 9.36%compared to the tunnel.3)An increase in crack width reduces the peaks of pressure waves,pressure gradients,and PSD,while increases in vertical and transverse depths amplify these peaks.Crack width has the most significant impact on pressure waves and pressure gradients,while transverse depth has the most significant effect on PSD peak values.4)Driven by inertia and pressure differences,the water body oscillates variably,enhancing pressure fluctuation amplitude at the crack tip.The higher the water body's movement velocity,the greater the pressure gradient at the crack tip.The above research results may provide a reference for crack harnessing in high-speed railway tunnels.
基金Project(52308419)supported by the National Natural Science Foundation of ChinaProject(R-5020-18)supported by the Research Grants Council,University Grants Committee of the Hong Kong Special Administrative Region(SAR),China+4 种基金Project(K-BBY1)supported by the Innovation and Technology Commission of the Hong Kong SAR Government,ChinaProject(1-W21Q)supported by the Hong Kong Polytechnic University's Postdoc Matching Fund Scheme,ChinaProject(Major Project,2021-Major-01)supported by Science and Technology Research and Development Program Project of China Railway Group LimitedProject(N2022G031)supported by the Science and Technology Research and Development Program Project of China RailwayProject(Major Project,2022-Key-22)supported by the Science and Technology Research and Development Program Project of China Railway Group Limited。
基金Project(N2022G031)supported by the Science and Technology Research and Development Program Project of China RailwayProjects(2022-Key-23,2021-Special-01A)supported by the Science and Technology Research and Development Program Project of China Railway Group LimitedProject(52308419)supported by the National Natural Science Foundation of China。
文摘The breakage and bending of ducts result in a difficulty to cope with ventilation issues in bidirectional excavation tunnels with a long inclined shaft using a single ventilation method based on ducts.To discuss the hybrid ventilation system applied in bidirectional excavation tunnels with a long inclined shaft,this study has established a full-scale computational fluid dynamics model based on field tests,the Poly-Hexcore method,and the sliding mesh technique.The distribution of wind speed,temperature field,and CO in the tunnel are taken as indices to compare the ventilation efficiency of three ventilation systems(duct,duct-ventilation shaft,duct–ventilated shaft-axial fan).The results show that the hybrid ventilation scheme based on duct-ventilation shaft–axial fan performs the best among the three ventilation systems.Compared to the duct,the wind speed and cooling rate in the tunnel are enhanced by 7.5%–30.6%and 14.1%–17.7%,respectively,for the duct-vent shaft-axial fan condition,and the volume fractions of CO are reduced by 26.9%–73.9%.This contributes to the effective design of combined ventilation for bidirectional excavation tunnels with an inclined shaft,ultimately improving the air quality within the tunnel.
基金Project(51878670) supported by the National Natural Science Foundation of ChinaProject(GJJ204 611) supported by the Science and Technology Research Program of Education Department of Jiangxi Province,China。
