• Title/Summary/Keyword: Tunnel flow

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Collapse mechanism of tunnel roof considering joined influences of nonlinearity and non-associated flow rule

  • Yang, X.L.;Xu, J.S.;Li, Y.X.;Yan, R.M.
    • Geomechanics and Engineering
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    • v.10 no.1
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    • pp.21-35
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    • 2016
  • Employing non-associated flow rule and Power-Law failure criterion, the failure mechanisms of tunnel roof in homogeneous and layered soils are studied in present analysis. From the viewpoint of energy, limit analysis upper bound theorem and variation principle are introduced to study the influence of dilatancy on the collapse mechanism of rectangular tunnel considering effects of supporting force and seepage force. Through calculation, the collapsing curve expressions of rectangular tunnel which are excavated in homogeneous soil and layered soils respectively are derived. The accuracy of this work is verified by comparing with the existing research results. The collapsing surface shapes with different dilatancy coefficients are draw out and the influence of dilatancy coefficient on possible collapsing range is analyzed. The results show that, in homogeneous soil, the potential collapsing range decreases with the decrease of the dilatancy coefficient. In layered soils, the total height and the width on the layered position of possible collapsing block increase and the width of the falling block on tunnel roof decrease when only the upper soil's dilatancy coefficient decrease. When only the lower soil's dilatancy coefficient decrease or both layers' dilatancy coefficients decrease, the range of the potential collapsing block reduces.

An Operation Methed for Longitudinal Flow Ventilation System in a Road Tunnel (도로터널에서 종류식 환기 시설의 운전 방안)

  • Kim, T.H.;Hwang, I.J.;Hong, D.H.;Chung, J.S.;Chung, J.K.
    • Proceedings of the KSME Conference
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    • 2001.06b
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    • pp.87-92
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    • 2001
  • In automobile highway tunnels, in order to maintain a suitable environment for drivers and traffic, visibility in the tunnel must be maintained, and the concentrations of poisonous substances including carbon monoxide must be kept at or below allowable levels. For this reason, in long tunnels and tunnels with heavy traffic, ventilation facilities are installed. When the ventilation facilities are run at full capacity, the environment in the tunnel is obviously adequately maintained, but this consumes a great deal of electric power. Consequently, a central problem in highway tunnel ventilation control systems is to keep the pollution concentration at or below the allowable level, and thus provide a safe environment for traffic, while consuming as little electricity as possible. This paper introduces an operation method of longitudinal flow ventilation systems with jet-fan, dust collector and vertical ducts.

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Experimental and Numerical Analyses of Unsteady Tunnel Flow in Subway Equiped with Platform Screen Door System (스크린도어가 설치된 지하철에서 열차운행에 의한 비정상유동의 실험 및 수치적 해석)

  • Kim Jung-Yup;Kim Kwang-Yong
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.18 no.2
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    • pp.103-111
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    • 2006
  • To optimize the ventilation and smoke control systems in subway equipped with platform screen door, the technology to analyze the unsteady tunnel flow caused by running of train should be developed. The development of model experiment and numerical analysis technique with relation to unsteady flow of subway were presented. The pressure and air velocity changes in 1/20-scaling experiment unit were measured and results were comparied to those of 3-D unsteady numerical analysis applied with sharp interface method. The experimental and numerical results were quantitatively similar and it would be reasonable to apply sharp interface method to analyze the unsteady flow in subway equipped with platform screen door.

Numerical Analysis of Cavitating Flow around Two-dimensional Wedge-shaped Submerged Bodies under the Wall Effect (벽면효과를 받는 2차원 쐐기형 몰수체의 공동 유동에 대한 수치해석)

  • Kim, Ji-Hye;Ahn, Byoung-Kwon
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.4
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    • pp.321-328
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    • 2017
  • In practice, cavitation phenomena occur in unbounded flows. However, the wall effect is unavoidable during experiments at a closed section such as a cavitation tunnel. Especially, supercavity generated behind a cavitator is relatively large and thick, so that geometric and dynamic characteristics of the cavity are affected by the tunnel wall. In order to apply experimental results into the unbounded flow field, physical correlations are necessary. In this paper, we proposed an image method based on a potential flow to simulate the wall effect. Considering two-dimensional wedge-shaped bodies, configurations and drag characteristics of the cavity were examined according to the distance ratio to the wall surface. The results were compared and verified with existing theoretical and experimental results.

Effect of Flow Liners on Ship′s Wake Simulation in a Cavitation Tunnel (캐비테이션 터널에서의 반류분포 재현에 미치는 유동조절체의 영향)

  • Jin-Tae Lee;Young-Gi Kim
    • Journal of the Society of Naval Architects of Korea
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    • v.30 no.2
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    • pp.66-75
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    • 1993
  • Flow control devices, such as flow liners, are frequently introduced hi a cavitation tunnel in order to reduce the tunnel blockage effect, when a three-dimensional wake distribution is simulated using a complete ship model or a dummy model. In order to estimate the tunnel wall effect and to evaluate the effect of flow liners on the simulated wake distribution, a surface panel method is adopted for the calculation of the flow around a ship model and flow liners installed in a rectangular test section of a cavitation tunnel. Calculation results on the Sydney Express ship model show that the tunnel wall effect on the hull surface pressure distribution is negligible for less than 5% blockage and can be appreciable for more than 20% blockage. The flow liners accelerate the flow near the after body of the ship model, so that the pressure gradient there becomes more favorable and accordingly the boundary layer thickness would be reduced. Since the resulting wake distribution is assumed to resemble the full scale wake, flow liners can also be used to simulate an estimated full scale wake without modifying the ship model. Boundary layer calculation should be incorporated in order to correlate the calculated wake distribution with tole measured one.

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Experimental study on flow field behind backward-facing step using detonation-driven shock tunnel

  • Kim, T.H.;Yoshikawa, M.;Narita, M.;Obara, T.;Ohyagi, S.
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2004.03a
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    • pp.85-92
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    • 2004
  • As a research to develop a SCRAM jet engine is actively conducted, a necessity to produce a high-enthalpy flow in a laboratory is increasing. In order to develop the SCRAM-jet engine, stabilized combustion in a supersonic flow-field should be attained, in which a duration time of flow is extremely short. Therefore, a mixing process of breathed air and fuel, which is injected into supersonic flow-fields is one of the most important problem. Since, the flow inside SCRAM jet engine has high-enthalpy, an experimental facility is required to produce such high-enthalpy flow-field. In this study, a detonation-driven shock tunnel was built and was used to produce high-enthalpy flow. Further-more, SCRAM jet engine model equipped backward-facing step was installed at test section and flow-fields were visualized using color-schlieren technique and high speed video camera. The fuel was injected perpendicular to the flow of Mach number three behind backward-facing step. The height of the step, distance of injection and injection pressure were changed to investigate the effects of step on a mixing characteristic between air and fuel. The schlieren photograph and pressure histories show that the fuel was ignited behind the step.

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A Study on the Variation of the Surface and Groundwater Flow System related to the Tunnel Excavation in DONGHAE Mine Area(l)-Concern on Hydrological and Rock Hydraulic Approach (동해신광산 터널굴착공사와 관련된 지표수 및 지하수의 유동변화에 대한 조사연구(l)-수문학 및 암반수리학적 접근을 중심으로)

  • 이희근;전효택;이종운;이대혁;류동우;오석영
    • Tunnel and Underground Space
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    • v.5 no.4
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    • pp.347-362
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    • 1995
  • The purpose of this study was that manage effectively the excavation process of the transport tunnel in DONGHAE mine area by investigating the variationof the surface and groundwater flow system around the tunnel and neighbouring villages. Thus, the effect of excavation and water-prrofing process on the water system has been studied through the naked eye survey of the tunnel and the surface outcrop, joint survey, core drilling, the measurement of the surface water quantity, evapotranspiration and precipitation analysis, rock hydraulics approach, the pressure test of boreholes, the variation of the water level, and finally the numerical analysis. From above approachs, we derived the conclusion that the exhaustion of the surface water was not caused by the tunnel excavation on the groundwater system was minimized by effective water proofing process.

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Numerical Analysis of 3-Dimensional Unsteady Flow Around the High Speed Train (고속으로 주행하는 열차 주위의 3차원 비정상 유동장 해석)

  • Ha, Seong-Do
    • 연구논문집
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    • s.27
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    • pp.15-34
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    • 1997
  • The 3-dimensional unsteady compressible flows around the high speed train have been simulated for the train entering a tunnel and for passing another train. The simulation method employs the implicit approximation-factorization finite difference algorithm for the inviscid Euler equations in general curvilinear coordinates. A moving grid scheme is applied in order to resolve the train movement relative to the tunnel and the other train. The velo-city and pressure fields and pressure drag are calculated to study the effects of tunnel and the other train. The side directional force which is time dependent is also computed for the passing train. Pressure distribution shows that the compression wave is generated in front of the train noise just after the tunnel entrance and proceeds along the inside of tunnel.

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A Numerical Study on Effective Smoke-Control System of a Rescue Station in a Tunnel Fire (터널내 열차 화재시 효과적인 구난역 제연 설비를 위한 수치 해석 연구)

  • Yang, Sung-Jin;Won, Chan-Shik;Hur, Nahm-Keon;Cha, Chul-Hyun
    • 유체기계공업학회:학술대회논문집
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    • 2006.08a
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    • pp.575-578
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    • 2006
  • In designing smoke-control system of rescue station in train tunnel, a purpose is to prevent a disaster by proposing the jet fan operation together with smoke-control curtain in tunnel fire. This study has investigated the relationship of the Heat Release Rate(HRR) and a adequate ventilation velocity to control the fire propagation in tunnel fire, and has improved the effect of the smoke-control curtain on preventing the flow of pollutants. In this study, Computational Fluid Dynamics(CFD) simulations with ST AR-CD(ver 3.24) were carried out on predicting the fire spreading and the flow of pollutants, considering jet fan operations and effect of smoke-control curtain. Our simulation domain is the full scale model of the 'DAEGWALLYEONG' 1st tunnel. The results represent that ventilation operation can control the fire spreading and pollutants effectively to prevent a disaster.

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Flow Analysis Using 1 and 3 Dimensional Hybrid Mesh For Ultra-High Speed Vehicle Inside A Long Distance Tunnel (1-3차원 혼합격자를 이용한 장거리 터널 내 고속 운송체 유동해석)

  • Kim, Tae-Kyung;Choi, Joong-Keun;Kwon, Hyeok-Bin;Kim, Kyu-Hong
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.107-118
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    • 2011
  • This paper performs flow analysis of ultra-high speed vehicle inside the long distance tunnel. One and three dimensional hybrid mesh was used for describing moving motion and flow analysis of an vehicle inside a long distance tunnel which over 20 km. Flow analysis and aerodynamic drag measuring were performed by three dimensional mesh: around vehicle, and pressure waves of a tunnel was measured by one dimensional mesh: the other region where rare changing of flow pattern.

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