• 대한인간공학회지
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• 제26권2호
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• pp.89-102
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• 2007

Generally, it is well known that driving in tunnel imposes large burden to driver because of spatial constraint, limited visual field and so on. And such a burden of driver result in high accident occurrence. In this reason, studies dealing with features of driving and traffic flow in tunnel have been performed. However, information about characteristics of drivers and traffic in a very long tunnel is not accumulated yet. The purpose of this study is to identify the relations between tunnel length and burden of driver, driving patterns, traffic flow characteristics using the tunnel simulator that realizing various tunnel situations. For this, the tunnel simulation program was developed along 11km-length section. And biological data of 10 subjects gained from driving condition in simulation program was analyzed and compared with the result of real driving condition.

• 한국지반공학회지:지반
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• 제10권2호
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• pp.41-56
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• 1994

지하수위 하에서 터널이 시공될 경우, 터널막장은 시공 중 용수에 의한 영향을 받게 되며 지보 System은 시공 후 지하수 흐름이 문제시 될 수 있다. 븐 연구는 터널막장 및 라이닝에 대해 배수조건에 따른 지하수 흐름을 고려한 적절한 해석 및 설계방법을 제시하고 있다. 첫째, 시공 완료 후 터널 라이닝이 배수조건에 따라 받게 되는 지하수의 영향을 라이닝에 작용하는 응력 및 변위로써 검토하고 각 배수조건별로 적절한 해석 및 설계방법을 제안하였다. 둘째, 시공 중 굴착에 의한 지하수의 흐름이 문제가 되는 터널막장에 대해서 지하수 흐름의 3 차원 모델링을 수행하였으며, 그 결과를 막장의 안정성에 대한 이론적 검토에 반영하여 침투력이 막장의 안정성 미치는 영향에 대하여 검토하였다. 또한 막장을 평면변형률조건(plane strain condition)으로 모델링 하여 침투 고려시와 지하수의 미고려시에 막장면에 작용하는 응력 및 변위를 산출하여 침투력이 막장면에 미치는 영향을 검토하였다. 연구 결과, 터널 시공시 지하굴착 및 배수에 의한 지하수위 저하가 크지 않은 구간에서 터널막 장은 정상류 흐름에 의한 침투력을 고려한 적절한 안정대책이 요구되며, 터널 라이닝 또한 침투를 고려한 배수개념이나 내부 라이닝이 정수압을 견뎌야 하는 비배수 개념에 의해 설계 및 시공이 이루어져야 함을 보여준다.

• 대한기계학회논문집B
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• 제20권11호
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• pp.3695-3705
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• 1996

We designed the hot wind tunnel to reproduce the conditions of utility boiler and carried out its performance test, in order to investigate the particulate two-phase flow behaviour, the fouling and heat transfer characteristics to the heat exchanger. The hot wind tunnel introduces the control system to control the temperature in the test section. The particle is injected into the hot gas stream. The fouling probe (cylindrical tube) is positioned normal to the particulate gas-particle two-phase flow and cooled by the air. The temperature of gas and cooling air, and temperature in the fouling probe are measured as a function of time, giving the local and averaged heat transfer and fouling factor. The shape of particulate deposition adhered to the fouling probe is also observed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.448-453
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• 2005

Tunnel excavation is an inevitable process for railroad construction in Korea and it being a one of the major issues of its environmental impact assessment. Ground water flow by tunnel excavation is an important parameter to determine environmental effects. The current method to determine the ground water flow is used a unit number induced a highway construction site. But it does not consider any site characteristics; ground water level, soil properties and others. The purpose of this study is to suggest the determination way of ground water flow considering site characteristics in tunnel construction.

• International Journal of Aeronautical and Space Sciences
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• 제18권3호
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• pp.425-435
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• 2017

In this work, an overview of flow diagnosis in a shock tunnel is made by means of using established techniques that are easy to setup, economical to arrange, and simple to measure. One flow condition was considered having Mach number of 6 at the nozzle-exit, regarded as freestream. Measured aerothermodynamic data such as shock wave speed, wall static and total pressures, surface heat flux, and shock stand-off distance ahead of test model showed good agreement with calculation. This study shows an overall procedure of flow diagnosis in a shock tunnel in a single manuscript. Outcomes are thought to be useful in the field of education and also in a preliminary stage of high-speed vehicle design and tests, that need to be performed within a short time with decent accuracy.

• Journal of Advanced Marine Engineering and Technology
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• 제32권6호
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• pp.886-892
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• 2008

The development of fluid mechanics is briefly reviewed and the importance of fluid flows to heat and mass transfer in nature as well as to science and engineering is outlined. This paper presents the experimental results of air flow in the rectangular tunnel which has four different exhaust outlets, each distance of which from the inlet is 0, 30, 60 and 90mm respectively. This experiment is conducted by using the olive oil as the tracer particles and the kinematic viscosity of the air flow is $1.51{\times}10^{-5}\;m^2$/s. The flow is tested at the flow rate of 1.3 $m^3$/h and the velocity of 0.3 m/s. PIV technology can be used to make a good description of the smoke flow characteristics in the tunnel.

• Journal of Advanced Marine Engineering and Technology
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• 제19권4호
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• pp.27-33
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• 1995

The turbulent flow and heat transfer in the tunnel laminar flow type clean room is investigated by a numerical simulation. The model clean room is assumed to be a rectngular $5m\times3m$, in which a worktable of 0.75m hight, and 1.5m or 3m long at the floor. Major parameters are the inlet flow velocity, inlet hole size and worktable surface distance. The mean Nusselt number is increased by increasing Reynolds number and can be expressed by the correlation equation.

• 한국전산유체공학회지
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• 제14권3호
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• pp.115-122
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• 2009

Numerical methods are applied to simulate the smoke behavior in a ventilated tunnel using large eddy simulation (LES) which is incorporated in FDS (Fire Dynamics Simulator) with proper combustion and radiation model. In this study, present numerical results are compared with data obtained from experiments on pool fires in a ventilated tunnel. The model tunnel is $182m(L){\times}5.4m(W){\times}2.4m(H)$. Two fire scenarios with different ventilation rates are considered with two different fire strengths. The present results are analyzed with those from LES without combustion and radiation model and from RANS ($\kappa-\epsilon$) model as well. Temperature distributions caused by fire in tunnel are compared with each other. It is found that thermal stratification and smoke back-layer can be predicted by FDS and the temperature predictions by FDS show better results than LES without combustion and radiation model. The FDS solver, however, failed to predict correct flow pattern when the high ventilation rate is considered in tunnel because of the defects in the tunnel-inlet turbulence and the near-wall turbulence.

• 한국화재소방학회논문지
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• 제25권4호
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• pp.94-102
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• 2011

지하철 본선터널에서 고온 연기시험을 수행하였다. 고온의 화재연기를 모사하기 위하여 약 1.0MW의 알콜트레이 및 연기발생장치를 이용하였다. 화재발생후 9분 후에 터널내에 설치된 팬이 순차적으로 작동하여 화재 연기가 제어되는지를 확인하였다. 터널내의 주요 위치에서의 풍속, 풍향, 온도 및 연기농도 등을 측정하여 이를 화재안전 관점에서 분석하였다. 화재 인근의 천장부분의 풍속 측정값으로 연기의 속도를 구하였으며, 위치별 제연기류가 형성되는 시간이 상이한 것을 확인하였다. 본 연구에서 계측된 풍속분포를 이용하여 지하철 본선터널 제연설비 성능 평가를 위한 수치해석의 경계값 및 비교결과로 활용될 것이다.

• 한국물환경학회지
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• 제30권5호
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• pp.477-485
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• 2014

Imha Reservoir is connected to Andong Reservoir via a diversion tunnel allowing water to pass between. The diversion tunnel is equipped with screens to exclude exotic largemouth bass due to their predatory impacts on prey assemblages resulting in a degradation of species richness of local fish fauna and extinction of local fish populations in Korea. Flow pattern changes resulting from the fish screens and trash racks were investigated using a computational fluid dynamics (CFD) model. Numerical simulations showed that the decrease in the discharge capacity of the tunnel is approximately 8.6% and the headloss coefficient for fish screen at Andong intake tower was determined to be 1.5. In order not to allow the small fishes enough to pass through the wire openings enter into Imha Reservoir through tunnel, the velocity in the tunnel should be greater than 1.48 m/s which is a critical ascending velocity of the bass. This study suggests that it can keep the velocity higher enough to exclude largemouth bass when a gate opens with the condition of 1.0m difference in water stage between two reservoirs.