• Title/Summary/Keyword: tunnel fire

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A Study on Flame and Smoke Detection Method of a Tunnel Fire (터널 화재의 화염 및 연기 검출 기법 연구)

  • Lee, Jeong-Hun;Lee, Byoung-Moo;Han, Dong-Il
    • Proceedings of the IEEK Conference
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    • 2008.06a
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    • pp.1027-1028
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    • 2008
  • In this paper, we proposed image-processing technique for automatic real-time fire and smoke detection in tunnel fire environment. To minimize false detection of fire in tunnel we used motion information of video sequence. And this makes it possible to detect exact position of event in early stage with detection, test, and verification procedures. In addition, by comparing false detection elimination results of each step, we have proved the validity and efficiency of proposed algorithm.

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A Study of Heat and Smoke Exhaust to Subway Tunnel Direction (지하철 터널부로의 열 및 연기배출에 관한 연구)

  • Rie, Dong-Ho
    • Journal of the Korean Society of Safety
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    • v.19 no.3 s.67
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    • pp.1-8
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    • 2004
  • This study aims to derive the operation method of a comprehensive ventilation system which is capable of providing passengers with safe exit paths from platforms in onboard fire situations. To accomplish this, the airflow distributions in subway platforms under 6 types of tunnel vent system were calculated in addition to having analyzed diffusion behaviors of smoke and heat exhaust in such states by performing 6 kinds of different ventilation scenarios in a 3-D Fire Dynamic Simulation (FDS) simulation model. In order to recommend the mechanical smoke exhaust operation mode, Subway Environmental Simulation(SES) is used to predict the airflow of the inlet and outlet tunnel for the subway station to clarify the safety evaluation fir the heat and smoke exhaust on subway fire events.

Behavior of Fire Resistance Engineered Cementitious Composites(FR-ECC) under Fire Temperature (화재 온도를 받는 고인성.고내화성 시멘트 복합체의 거동)

  • Han, Byung-Chan;Kwon, Young-Jin;Kim, Jae-Hwan
    • Journal of the Korea Concrete Institute
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    • v.19 no.2
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    • pp.189-197
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    • 2007
  • Concrete tunnel lining must be designed to having the fireproof performance because the lining are sometimes exposed to very high temperature due to traffic accident. Such fire temperature may cause explosion of concrete, or collapse of tunnel structure. The purpose of this study is to obtain the fundamental fireproof behavior of fire resistance-engineered cementitious composites(FR-ECC) under fire temperature in order to use the fire protection material in tunnel lining system. The present study conducted the experiment to simulate fire temperature by employing 2 types of FR-ECC and investigated experimentally the explosion and cracks in heated surface of these FR-ECC. Employed temperature curve were hydro carbon(HC, ECl) criterion, which are severe in various criterion of fire temperature. The numerical analysis is carried out the nonlinear transient heat flow analysis and verified against the experimental data. The complex features of behavior in fire conditions, such as thermal expansion, plasticity, cracking or crushing, and material properties changing with temperature are considered. By the use of analytical model, the concrete tunnel subjected to fire loads were analyzed and discussed. With comparison of current concrete materials and FR-ECC, the experimental and analytical results of FR-ECC shows the better fire resistance performance than the other.

Experimental study on applicability of Air-Curtain system in train fire at subsea tunnel rescue station (해저터널 열차 화재 시 구난역 에어커튼 시스템의 성능에 관한 실험 연구)

  • Park, Byoung-Jik;Shin, Hyun-Jun;Yoo, Yong-Ho;Park, Jin-Ouk;Kim, Hwi-Seong;Kim, Yang-Kyun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.1
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    • pp.1-9
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    • 2018
  • Visibility is very poor in tunnel fire because of confined space where the fire may easily lead to the mass casuality incident because of fast smoke spread. In this test, air curtain and the fan were installed at rescue station in a bid to make use of rescue station in safe way during the train fire in undersea tunnel and a full-scale fire test was conducted to identify the applicability of air curtain system. Air curtain system was installed at a real rescue station and the test was continued for 2 minutes till heptane which was used as fire source was completely burned out. When air curtain was working, difference in temperature between inside and outside the platform was $160^{\circ}C$ and carbon monoxide measured inside the platform was less than the case of no air curtain system by 160 ppm. Thus a full-scale fire test demonstrated that the air curtain system installed at rescue station in undersea tunnel was able to effectively block the heat and smoke generated from the fire.

Development of Probabilistic Fatality Estimation Code for Railway Tunnel Fire Accidents (철도터널 화재시 승객 생존율 예측을 위한 확률론적 평가코드 개발연구)

  • 곽상록
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2004.10a
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    • pp.445-450
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    • 2004
  • Tunnel fire accident is one of the critical railway accidents, together with collision and derailment. For the safe operation many tunnel design guidelines are proposed but many Korean railway tunnels do not satisfy these guidelines. For the safety improvement, current safety level is estimated in this study. But so many uncertainties in major input parameters make the safety estimation difficult. In this study, probabilistic techniques are applied for the consideration of uncertainties in major input parameters. As results of this study, probabilistic safety estimation code is developed.

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Flow Behavior in a Rectangular Tunnel Opened and Closed at Both Sides Using CFD

  • Lee, Yong-Ho
    • Journal of Advanced Marine Engineering and Technology
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    • v.36 no.3
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    • pp.368-377
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    • 2012
  • Most tunnel simulations have been focused on the thermal field and the critical velocity for suppression of hot back-layering flow in case of fire and on the characteristics of a tunnel fire in terms of the flame propagation and the toxic gas generation. In this paper, a comparative study of the flow characteristics of polluted air with no heat source in a tunnel model opened and closed at both end sides is implemented into a recognized CFD simulation code. The model is used to investigate the flow characteristics depending on the three different Reynolds numbers of 640, 1270 and 2120, which have been chosen by the flow velocities of 0.3, 0.6 and 1.0 m/s through the inlet. The results of this study have shown that the CFD predictive and experimental approaches are available in qualitatively studying the correlation of flow behaviors for a better tunnel design.

A Study of Proper Space between the Escape Tunnels in the Long Railway Tunnel (철도장대터널의 대피통로 최적간격에 관한 연구)

  • Kim Dong Gi;Park Byung Eun;Rha Sang Ju;Park Jong Kwaun
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.880-885
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    • 2004
  • When a fire takes place, the escape tunnel which could prevent passengers and the crew from disasters would be most important facility among railway tunnel facilities for prevention of disaster. A shorter space between the escape tunnels is much better for safety because of short escape time. The establishment of short space escape tunnels(driftways) in the single track parallel tunnel is much easier. The establishment of long space escape tunnels(inclined shafts, vertical shafts) in the double track is much more advantageous economically. We, therefore, compared the movement time of smog originated from fire with the escape time of the crew and passengers for setting up the best space between the escape tunnels in the double track tunnel. We could calculate the best space between the escape tunnels in the double track tunnel properly by computer simulation.

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Experimental Study on the Interval of Emergency Exits in Long Traffic Tunnels (장대 교통터널의 피난연락갱 설치 간격에 관한 실험적 연구)

  • Yoo Yongho;Yoon Sungwook;Kim Jin;Yoon Chanhoon
    • Tunnel and Underground Space
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    • v.15 no.1 s.54
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    • pp.61-70
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    • 2005
  • The objective of this study was to analyze the smoke movement for the case of fire and to determine the interval between emergency exits in long tunnels. Based on Froude modeling, the 1/50 scaled model tunnel (20 m long) was constructed by acrylic tubes and tests were carried out systematically. From the strong relationship between CO propagation time and distance through the tunnel, it was found that the optimal escaping time was 6 minutes in case of 20MW fire. But, regarding passengers' psychological state under fire, another one minute of delay time should be considered. Therefore, the total escaping time should be estimated by 5 minutes. The interval between the emergency exits for vehicle passengers was calculated by 250 m with respect to the 5 minute of escaping time.