• 제목/요약/키워드: Successive tunnel

검색결과 10건 처리시간 0.018초

연속터널에서의 오염물질 재유입 및 환기영향평가 (Interference and Re-Inflow of Contaminated Air in Successive Tunnel)

  • 김영근;김우성;위용곤;김남영;이호석
    • 한국터널지하공간학회 논문집
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    • 제5권2호
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    • pp.115-134
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    • 2003
  • 최근 도로설계시 두 개의 터널이 짧은 거리로 계속적으로 존재하는 연속터널에 대한 설계사례가 증가하고 있다. 이러한 경우에 있어, 한 터널내에서 발생한 오염물질은 다른 터널로 재유입하여 터널환기 시스템에 중대한 영향을 미치게 되므로, 이에 대한 적절한 환기검토가 수행되어야 한다. 본 연구에서는 동해 고속도로 설계시 나타난 연속터널을 대상으로 하여 1차원 터널내 오염농도 해석 및 3차원 CFD 해석 프로그램을 사용하여 터널내 오염농도의 거동 및 터널 갱구부 주변의 오염물질의 재유입 여부를 분석하여, 연속터널에 대한 터널내 외부유동에 대한 환기영향을 검증하였다. 이를 위하여 해당지역인 속초지방의 기상데이터를 분석하고, 기상조건에 따른 터널내부의 공기환경을 검토하였으며, 3차원 시뮬레이션을 통하여 각각의 터널에 대한 재유입 여부 및 재유입율을 분석하였다.

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터널내를 주행하는 열차의 공기역학적 해석(II)-2열차의 공기역학- (Aerodynamic Analysis of a Train Running in a Tunnel(II)-Aerodynamics of Two-Trains-)

  • 김희동
    • 대한기계학회논문집B
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    • 제21권8호
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    • pp.983-995
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    • 1997
  • As a high-speed train enters a tunnel, a compression wave is generated ahead of it due to the piston action of train. The compression waves propagate along the tunnel and reflect backward at the exit of tunnel. A complex wave phenomenon appears in the tunnel, because of the successive reflections of the pressure waves at the exit and entrance of tunnel. The pressure waves can give rise to large pressure transients which impose the fluctuating loads on the running train. It is highly needed that the pressure transients should be predicted to design the train body and to improve the comfort for the passengers in the train. In the present study, the pressure transients and aerodynamic drag for two-trains running in a tunnel were calculated numerically for a wide range of train speed, and compared with the results of the previous tunnel tests and calculations for one train. The present calculation results agreed with ones of the tunnel tests, and the mechanism of pressure transients was made clear.

터널내를 주행하는 열차의 공기역학적 해석(I)-1열차의 공기 역학- (Aerodynamic Analysis of a Train Running in a Tunnel(I)-Aerodynamics of One-Train-)

  • 김희동
    • 대한기계학회논문집B
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    • 제21권8호
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    • pp.963-972
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    • 1997
  • As a high-speed train enters a tunnel, a compression wave is generated ahead of it due to the piston action of train. The compression waves propagate along the tunnel and reflect at the exit of tunnel. A complex wave phenomenon appears in the tunnel, because of the successive reflections of the pressure waves at the exit and entrance of tunnel. The pressure waves give rise to large pressure transients which impose the fluctuating loads on the running train. It is highly needed that the pressure transients should be predicted to design the train body and to improve the comfortableness of the passengers in the train. In the present study, the pressure transients were calculated numerically for a wide range of train speed and compared with the previous tunnel tests. The calculation results agreed with ones of the tunnel tests, and the mechanism of pressure transients was made clear.

광대역 고감도 DLVA 개발

  • 이두훈;김상진;김재연;조현룡;이정문;김상기
    • 한국전자파학회지:전자파기술
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    • 제11권4호
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    • pp.39-52
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    • 2000
  • A design of 2 stage S-DLVA(successive detector log video amplifier) was studied to detect wide dynamic radar pulse ranging from -70 ㏈m to 0㏈m. A basic design idea was focused on the linear detection in logarithmic scale of wide dynamic range radar pulses from nosie-like weak power of -70 ㏈m to relatively high power 0 ㏈m. It is highly formidable, since it requires high speed detection less than 10 nsec over the operating frequency ranges from 6 to 18 ㎓. A limiter diode, a tunnel diode and an L17-C were used as a protecting device, a detector diode and a log video amplifier in companion as a single stage detector to give voltage output proportional to the input power of about 35 ㏈ dynamic range. A protype of 2-stage DLVA having one more single stage detector was fabricated with a 32 ㏈ low noise amplifier and a 3 ㏈ hybrid coupler to provide total 70 ㏈ dynamic range detection. The logging characteristics were measured to have log slope of 25m.V/㏈ against 70 ㏈ logging range from -55 ㏈m to +15 ㏈m, the log linearity of within +/- 1.5 ㏈, and tangential sensitivity was at -63 ㏈m. The pulse dynamics of rise time and recovery time were measured as 50 nsec and 1.2 $\mu$sec, respectively. The reason might be due to the parasitic capacitances of packaged limiter, tunnel diode, and L17-C.

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연속되는 터널의 도로교통용량 감소특성에 의한 터널보정계수 산정에 관한 연구 (Estimation of Tunnel Factor from Capacity Reduction of Successive Tunnels)

  • 조현우;장명순
    • 대한교통학회지
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    • 제16권3호
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    • pp.7-14
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    • 1998
  • 터널의 경우 도로교통용량이 일반구간에 비해 감소하는 것으로 나타나고 있다. 그러나 연속되는 터널의 경우에 있어 도로교통용량감소에 대한 연구는 아직 이루어지지 않고 있다. 본 연구에서는 고속도로의 2지점에서 연속되는 터널의 도로교통용량의 감소특성을 이용한 터널보정계수를 산정하여 다음과 같은 결과를 도출하였다. (1) 터널을 통과하는 경우의 도로교통용량은 통과전보다 감소하는 것을 알 수 있으며, 연속되는 터널을 통과하는 경우 감소량은 이보다 큰 것으로 나타났다. (2) 터널보정계수$(f_{tu})$를 도출한 결과 하나의 터널을 통과하는 경우의 터널보정계수$(f_{tu1})$는 0.95, 연속되는 터널을 통과하는 경우의 터널보정 계수$(f_{tu2})$는 0.90으로 산정되었다.

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터널과 입체 교차로간의 안전한 이격거리 연구 (A Study on Safe Separation Distance between Tunnel and Interchange)

  • 이인배;김낙석
    • 대한토목학회논문집
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    • 제39권2호
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    • pp.273-279
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    • 2019
  • 현재 국내의 도로는 교통 편리성 향상 및 낙후 지역 개발로 산지부 개발이 많아지고 있어 터널과 입체교차로가 빈번하게 근접되는 구간이 많이 발생하고 있다. 이러한 구간에서는 터널 계획 및 입체교차로의 형식 또는 연장에 영향을 주고 있지만 더 크게는 노선 선정에 많은 영향을 미치고 있다. 국내 설계기준에서는 각각의 기준을 제시하고, 그 기준 값은 비슷한 값을 제시하고 있으며, 도로 계획 시에는 최소 값을 적용하는 실정으로 현장의 여건이 다를 경우에는 교통 안전상 문제가 발생 할 수 있다. 본 연구는 터널 출구에서 입체 교차로 간 이격거리 산정 시 문제점이 발생할 수 있는 조건의 현장을 사례로 시뮬레이션하여 설계속도, 조도순응거리, 차로 변경구간의 문제점을 분석하였다. 본 연구 수행으로 얻어진 결과는 다음과 같다. 설계속도의 일률적인 적용은 주행속도와 많이 차이나는 여건에서는 안전하지 않으므로 주행속도를 적용하여야 한다. 조도순응거리는 일반적인 경우가 아닌 직광에 영향을 받고 있는 구간에서는 그 영향 거리를 포함 하여야 한다. 또한, 차로 변경거리는 연속적인 차로변경이 필요한 구간에서 차로변경 후 다음차로의 상황을 파악 할 수 있는 시간이 포함 되어야 한다.

S-I model of horizontal jet grouting reinforcement for soft soil

  • Zhang, Ning;Li, Zhongyin;Ma, Qingsong;Ma, Tianchi;Niu, Xiaodong;Liu, Xixi;Feng, Tao
    • Geomechanics and Engineering
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    • 제15권5호
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    • pp.1029-1038
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    • 2018
  • A superposition-iteration (S-I) model is proposed to simulate the jet grouting pre-reinforcing impact for a shallow-buried tunnel. The common model is deduced by theoretical (force equilibrium) analysis and then transformed into the numerical formulation. After applying it to an actual engineering problem, the most obvious deficiency was found to be continuous error accumulation, even when the parameters change slightly. In order to address this problem, a superposition-iteration model is developed based on the basic assumption and superposition theory. First, the additional deflection between two successive excavation steps is determined. This is caused by the disappearance of the supporting force in the excavated zone and the soil pressure in the disturbed zone. Consequently, the final deflection can be obtained by repeatedly superposing the additional deflection to the initial deflection in the previous steps. The analytical solution is then determined with the boundary conditions. The superposition-iteration model is thus established. This model was then applied and found to be suitable for real-life engineering applications. During the calculation, the error induced by the ill-conditioned problem of the matrix is easily addressed. The precision of this model is greater compared to previous models. The sensitivity factors and their impact are determined through this superposition-iteration model.

Mobile sand barriers for windblown sand mitigation: Effects of plane layout and included angle

  • Gao, Li;Cheng, Jian-jun;Ding, Bo-song;Lei, Jia;An, Yuan-feng;Ma, Ben-teng
    • Wind and Structures
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    • 제34권3호
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    • pp.275-290
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    • 2022
  • Mobile sand barriers are a new type sand-retaining structure that can be moved and arranged according to the engineering demands of sand control. When only used for sand trapping, mobile sand barriers could be arranged in single row. For the dual purposes of sand trapping and sand stabilization, four rows of mobile sand barriers can be arranged in a staggered form. To reveal the effect of plane layout, the included angle between sand barrier direction and wind direction on the characteristics of flow fields and the sand control laws of mobile sand barriers, numerical computations and wind tunnel tests were conducted. The results showed that inflows deflected after passing through staggered arrangement sand barriers due to changes in included angle, and the sand barrier combination exerted successive wind resistance and group blocking effects. An analysis of wind resistance efficiency revealed that the effective protection length of staggered arrangement sand barriers approximately ranged from the sand barrier to 10H on the leeward side (H is sand barrier height), and that the effective protection length of single row sand barriers roughly ranged from 1H on the windward side to 20H on the leeward side. The distribution of sand deposit indicated that the sand interception increased with increasing included angle in staggered arrangement. The wind-breaking and sand-trapping effects were optimal when included angle between sand barrier direction and wind direction is 60°-90°.

A simple prediction procedure of strain-softening surrounding rock for a circular opening

  • Wang, Feng;Zou, Jin-Feng
    • Geomechanics and Engineering
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    • 제16권6호
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    • pp.619-626
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    • 2018
  • A simple prediction procedure was investigated for calculating the stresses and displacements of a circular opening. Unlike existed approaches, the proposed approach starts each step with a radius increment. The stress for each annulus could be obtained analytically, while strain increments for each step can be determinate numerically from the compatility equation by finite difference approximation, flow rule and Hooke's law. In the successive manner, the distributions of stresses and displacements could be found. It should be noted that the finial radial stress and displacement were equal to the internal supporting pressure and deformation at the tunnel wall, respectively. By assuming different plastic radii, GRC and the evolution curve of plastic radii and internal supporting pressures could be obtained conveniently. Then the real plastic radius can be calculated by using linear interpolation in the evolution curve. Some numerical and engineering examples were performed to demonstrate the accuracy and validity for the proposed procedure. The comparisons results show that the proposed procedure was faster than that in Lee and Pietrucszczak (2008). The influence of annulus number and dilation on the accuracy of solutions was also investigated. Results show that the larger the annulus number was, the more accurate the solutions were. Solutions in Park et al. (2008) were significantly influenced by dilation.

직접분사식 가솔린 엔진에서 연료 온도에 따른 팬형 분무 및 연소 특성의 변화 (The Effects of Fuel Temperature on the Spray and Combustion Characteristics of a DISI Engine)

  • 문석수;;배충식
    • 한국자동차공학회논문집
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    • 제14권3호
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    • pp.103-111
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    • 2006
  • The spray behavior of direct-injection spark-ignition(DISI) engines is crucial for obtaining the required mixture distribution for optimal engine combustion. The spray characteristics of DISI engines are affected by many factors such as piston bowl shape, air flow, ambient temperature, injection pressure and fuel temperature. In this study, the effect of fuel temperature on the spray and combustion characteristics was partially investigated for the wall-guided system. The effect of fuel temperature on the fan spray characteristics was investigated in a steady flow rig embodied in a wind tunnel. The shadowgraphy and direct imaging methods were employed to visualize the spray development at different fuel temperatures. The microscopic characteristics of spray were investigated by the particle size measurements using a phase Doppler anemometry(PDA). The effect of injector temperature on the engine combustion characteristics during cold start and warming-up operating conditions was also investigated. Optical single cylinder DISI engine was used for the test, and the successive flame images captured by high speed camera, engine-out emissions and performance data have been analyzed. This could give the way of forming the stable mixture near the spark plug to achieve the stable combustion of DISI engine.