• 제목/요약/키워드: Underground subway tunnel

검색결과 146건 처리시간 0.023초

지하철 터널 내 운행 중 객차에서 화재발생시 제연풍량에 따른 열 및 연기 확산 예측 연구 (Numerical Prediction of the Heat and Smoke Propagations for a Passenger Train Fire in an Underground Subway Tunnel for Different Extraction Flowrate)

  • 장희철;윤경범;박리진;김태국;박원희;김동현
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2007년도 정기총회 및 학술발표대회
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    • pp.250-253
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    • 2007
  • The purpose of this research is focussed on the numerical predictions of the heat and smoke propagations for a passenger train fire in an underground subway tunnel for different air supply and extraction flowrates. The analysis is performed for one of the stations on subway line #5 in Seoul under the emergency operation mode for different air supply and extraction flowrates. Five different the air supply and extraction flowrates are considered for the numerical analyses. The numerical results show that the air supply and extraction flowrates affect the smoke control performance significantly by improving the smoke removal performance for the balanced control of air supply and smoke extraction and for the unbalanced control with lager smoke extraction than air supply.

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실내외 포름안데히드 농도에 관한 조사연구 (Indoor and Outdoor Formaldehyde Concentrations in Underground Environments)

  • 김윤신;김미경
    • 한국환경보건학회지
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    • 제15권2호
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    • pp.1-9
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    • 1989
  • A pilot study was conducted in order to measure indoor and outdoor formaldehyde levels during August 3 - 22, 1988 in several underground spaces in Seoul. Formaldehyde concentrations were monitored during 1 week in selected sampling areas (subway station, underground shopping center, underpass, tunnel, underground parking lot) using passive formaldehyde monitors. In order to investigate a relationship between respiratory prevalence and levels of formaldehyde, each subject was asked to answer respiratory questions. The mean formaldehyde concentrations were 60.1 ppb in subway station, 122.2 ppb in underground shopping stores, 72.1 ppb in underpasses, 39.7 ppb in tunnel, and 75.9 ppb in underground parking lots, respectively. The mean indoor formaldehyde concentrations in underground environments varied from 28.6 ppb to 118.7 ppb. Generally, the mean formaldehyde concentrations in ticketing office in subway stations appeared higher than those level measured in platform. The mean formaldehyde concentrations of underground shopping center in Gangnam Terminal were higher than any other areas and it exceeded 100 ppb of the American Ambient Air Quality Standards of formaldehyde. Prevalence rates of respiratory symptoms of dwellers seemed to be related to higher indoor formaldehyde levels.

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지하공간의 공기 질 개선을 위한 지하철 터널 내 열차풍의 수치 해석적 연구 (A NUMERICAL ANALYSIS OF TRAIN-WIND IN THE SUBWAY TUNNEL FOR THE IMPROVEMENT OF THE OF UNDERGROUND SPACE AIR QUALITY)

  • 이준호;쥬레바 막슈다;정상현;송동주
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2011년 춘계학술대회논문집
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    • pp.523-528
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    • 2011
  • Subway becomes more and more main transportation in major cities. Air pollution in the subway platforms is decreased; however, dust flow inside subway tunnel and train is increased by installing Platform Screen Door. Airflow inside subway tunnel is observed using computational method in this study The airflow characteristics around ventilation shafts and inside the tunnel is studied following the train movement, while the train moves from existing Miasamgeori station to Gireum station ANSYS CFX V12.0.l and ICEM CFD V12.0.l are used to compute the airflow inside the subway tunnel.

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지하철 터널내의 객차 화재발생시 환기실 위치변화에 따른 화재특성의 수치적 연구 (Numerical Predictions of Fire Characteristics of Passenger Train Fire in an Underground Subway Tunnel, Depending on Change of Location of Ventilation Facility)

  • 손봉세;장희철
    • 한국화재소방학회논문지
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    • 제22권5호
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    • pp.1-8
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    • 2008
  • 본 연구의 목적은 지하철 터널에서 화재가 발생한 경우 역사와 환기실의 위치에 따른 화재특성을 수치적으로 분석하는데 있다. 이를 위해 피난거리, 피난시간 및 최악조건 화재가 발생한 2가지 시나리오를 선정하고, 환기실 위치 변경에 따른 시간별 화재상황에 대한 터널내의 시류 및 열환경을 분석하였다. 화재해석을 위해 FLUENT v.6.3.26을 이용하였으며, 난류모델은 표준 k-${\varepsilon}$ 모델을 사용하였다. 경우에 따른 터널 내 일산화탄소의 농도 분포, 온도분포 및 속도분포의 결과를 분석하였고 본 연구의 결과는 지하철 역사 및 터널 설계시 최적의 방재 및 환기시스템을 구축하는데 기여할 것으로 생각된다.

Recent Topics on Tunnel Engineering in Japan

  • Toshihisa Adachi
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.29-50
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    • 2002
  • Based on the investigation results on the damages of some underground structures due to the severe Kobe Earthquake it concludes that the aseismicity of underground is far superior to that of aboveground structures. Therefore, at first, necessity to reconstruct strong cities especially by good use of underground space will be discussed. Then two non-circular shield-tunneling projects in Japan are discussed. The first is construction of the world's first shield driven double track subway tunnel of rectangular shape for the Kyoto Municipal Subway. This paper presents a report on the overall planning, the tests that were performed in the process of planning, and the results of driving. The second is the design of the Hirakata Tunnel, with three traffic lanes and shoulders on one side, which will be constructed as one of the tunnels for The New Meishin (Nagoya-Kobe) Expressways. This paper presents the feasibility study of the shield tunneling method, using the same design criteria as the non-circular, horseshoe section of mountain tunnel, to the equivalent section of the Hirakata Tunnel.

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지하차도 건설에 따른 기존 지하철터널 안정성에 대한 연구 (A Study on the Stability of Existing Subway Tunnel due to Construction of New Underpass)

  • 정지승;최재영;이진혁
    • 한국안전학회지
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    • 제31권2호
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    • pp.57-63
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    • 2016
  • Recently, subways in the city are formed a vast underground network which is interfered with construction when large-scale infrastructure will be planned to nearby existing subway tunnels. Researches have been restricted to estimate stability of existing subway tunnel due to adjacent excavation causued by small construction such as buildings. In this paper, OO underpass is planned on the top of existing subway tunnel, which will be need large-scale excavation, is selected as a subject of study. And the purpose of this study is to analyze the effects on existing subway tunnel due to excavation by stages on construction of underpass. The 3D-numerical analysis was performed by using the MIDAS/GTS program. The stability on existing subway tunnel caused by sequential excavation is analysed using numerical results. Based on the analysis, the excavation orders and reinforcement methods was suggested for stability of exiting subway tunnel.

지하터널에서 주행하는 전동차의 하부에서 발생한 입자의 이동경로 예측 (Prediction of Trajectories of Particles Generated Underneath a Subway Train Running in An Underground Tunnel)

  • 이경란;김원근;육세진;우상희;김종범;배귀남;박형구;윤화현
    • 한국입자에어로졸학회지
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    • 제11권1호
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    • pp.21-28
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    • 2015
  • In this study, the flow around a subway train running in an underground tunnel was numerically estimated. For the validation of the numerical results, the airflow velocity at a point underneath a subway train was measured using an ultrasonic anemometer. Then, the trajectories of particles generated at the contact points between the wheels and rails were numerically predicted. By considering the airflow velocity and particle trajectories, the space underneath the T-Car (trailer car) was expected to be appropriate for the room for the installation of a dust-removal system.

터널통과 전동차 내외부 소음 특성 규명 (Identification of Noise Characteristics for Subway Train Passing through the Underground Tunnel)

  • 조준호;이규진;정우성;홍철기
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문집
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    • pp.340-345
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    • 2002
  • Passengers in automobile or train are exposed to a worse noise environment when they are in the tunnel than in the open field. This is due to a relatively higher space density of sound energy by multiple reflection phenomenon of noise generated by operation of transportation vehicles from tunnel wall compared to open field. In this study, noise characteristics of subway train running through a tunnel were investigated at straight/curved track and tunnel type(semi circular/box). Also the noise measured simultaneously at inner and outer sides of train running through a tunnel, so that the coherence of the various noise sources of subway train to inner noise was evaluated.

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연약암반에 굴착되는 지하철 터널의 안정성 해석 (Stability Analysis of a Subway Tunnel Excavated in Soft Rock)

  • 이연규;서영호;이정인
    • 터널과지하공간
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    • 제3권2호
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    • pp.118-131
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    • 1993
  • In this study, the results of elasto-plastic analysis for a subway tunnel using finite element method are presented. To determine input data for the analysis we carried out rock mass classificaton, insitu test and back analysis using measured displacements. Tunnel convergence, extension of yielding Zone and support load are described. By comparing the results of four different reinforcement patterns, the influence of those patterns on tunnel stability is presented. As a result of the analysis we suggest a ratonal reinforcement pattern.

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