• Title/Summary/Keyword: 지하철현장

Search Result 169, Processing Time 0.028 seconds

천부 터널 굴착에 따른 지하수 유동체계 변화 모사 - 현장 적용 사례

  • Cha Jang-Hwan;Na Han-Na;Gu Min-Ho
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
    • /
    • 2005.04a
    • /
    • pp.389-392
    • /
    • 2005
  • Visual MODFLOW를 이용하여 서울지하철 7호선 706공구에 계획된 터널 굴착에 따른 지하수 유동계의 변화를 모사하였다. 경계조건은 모델 영역 내 하천(굴포천)의 경우 일정수두경계, 터널 굴착 구간의 경우 $0.39{\sim}0.58m^2/day$의 전도계수를 갖는 배수경계(Drain), 터널 개착구간은 Inactive cell이 존재하는 일정수두경계 조건으로 설정하였다. 모델 보정은 현장시험을 통해 구해진 수리상수는 일정하게 유지하고 함양률을 변화시키면서 실시하였으며, 정류모사를 반복 수행하여 최적의 함양률(150 mm/yr)을 결정하였다. 모사 결과 터널 구간으로의 지하수 유입량은 굴착 및 개착 완료 시 $623m^3/day$, 터널 완공 후 정류상태의 경우 $584m^3/day$인 것으로 나타났다. Zone Budget을 이용한 유출입량 분석 결과 정류 상태 시 터널 내로 유입되는 지하수의 69%는 터널 인근 하천수의 유입에 기인하며, 나머지 31%는 주변 지역에서 함양된 지하수에 의한 것으로 나타났다.

  • PDF

Development of M2M-based Underground Space (subway) for Disaster Response EL Display Integrated Board (M2M기반 지하공간 재난대응 EL 디스플레이 통합 보드 개발)

  • Park, Eun-Churn;Park, Wan-Soon;Park, Mi-Yun;Na, Yong-Hyun;Lee, Jung-Hun
    • Proceedings of the Korean Society of Disaster Information Conference
    • /
    • 2017.11a
    • /
    • pp.280-281
    • /
    • 2017
  • 사물 인터넷을 기반으로 지하철역사의 재난 전조를 조기에 발견하고 승객들에게 피난을 유도하는 지하철 재난전조 감지 시스템 개발에 있어서 재난 발생시 상황대피 유도방법과 정확한 재난 위치 알림 및 대피경로 안내는 재난 상황에 빠른 대피와 인명피해를 최소화 할수 있는 매우 적극적인 대안이 될 수 있다. 따라서 본 연구에서는 대피를 가장 효율적으로 유도할 수 있는 재난대응 EL Display 통합 보드를 개발하였으며 이를 현장 실험을 통해 실제 활용성에 대한 검토를 실험하였다. 특히, EL패널을 재난 대피유도용으로 활용한 사례가 없어 현장적용테스트를 거쳐 그 활용 가능성을 검증하였다.

  • PDF

Analysis of Factors Influencing upon the Metro Wear Using the Classification and Regression Trees (CART 분석을 이용한 지하철 마모 영향인자 분석)

  • Jeong, Min Chul;Lee, Won Woo;Kim, Jung Hoon;Kong, Jung Sik
    • 한국방재학회:학술대회논문집
    • /
    • 2011.02a
    • /
    • pp.38-38
    • /
    • 2011
  • 일반적으로 레일마모는 열차의 주행안전 및 승차감에 미치는 영향이 크고, 소음 진동의 주요원인으로 작용한다. 또한 레일마모가 발생할 경우 궤도구조의 파괴를 촉진시킴으로써 차량 및 궤도유지보수비를 크게 증가시킨다. 따라서 구간 특성 및 환경 영향 인자 등 현장에서 발생하는 마모 원인을 체계적으로 분석함으로써 마모를 저감할 수 있도록 차량운행 조건과 선로선형 및 궤도구조를 설계하는 것은 중요한 과제이다. CART(Classification And Regression Tree; 분류와 회귀나무) 분석은 패키지화된 좋은 분류 및 예측도구 기법으로 나무의 상위 분리수준에서 일반적으로 나타나는 가장 중요한 입력변수들을 사용하는 등의 입력변수를 선정하는 경우 매우 유용하다. 본 연구에서는 다변수 구간특성 및 환경인자를 고려한 검측 자료 상관관계 분석을 위한 회귀 나무기반 모델(TBM: Tree Based Model) 분석 수행을 위해 지하철 2호선 마모 데이터와 마모 데이터에 영향을 미치는 각종 다변수 구간특성 및 환경인자를 사용하였다. 2호선 지하철의 구간특성 인자 및 환경인자는 레일의 종류, 레일의 위치, 도상, 곡률반경, 캔트 슬랙 및 운행 일수 등으로 구분하였다. 레일의 종류는 ks-50kg과 ks-60kg 두 종류의 레일이 있으며, 레일의 위치는 지상과 지하로 크게 구분할 수 있다. 도상은 콘크리트 도상, 자갈 도상과 일부 구간의 방진상 콘크리트 도상으로 구분할 수 있으며, 곡률반경은 직선구간과 완화곡선 구간 및 최소 250m부터 627m까지 분포된 원 곡선 구간으로 구분할 수 있다. 캔트 간격은 최소 96cm 부터 120cm 간격으로 구분하며, 슬랙은 5~9cm에 분포하고, 운행 기간은 해당 기간 동안 유지보수 이력이 없는 구간을 선정하여 2005년부터 2006년까지 4번에 걸쳐 검측된 지하철 2호선 내선 마모데이터를 사용하였다. 총 X1부터 X7까지 총 7개의 구간특성 또는 환경특성을 영향인자로 선정하였으며, 이러한 영향인자에 의해 결정되는 종속 인자로 Y1인 직마모와 Y2인 측마모를 선정하여 이 중 실질적으로 지하철 궤도의 성능 평가에 주요 판단인자로 사용되는 측마모와 구간특성 및 환경영향인자와의 상관관계 분석을 수행하였다. 해당 마모 데이터가 검측되는 기간 동안 유지보수 이력이 없는 12272 point의 데이터를 검출하였고 CART 프로그램을 이용하여 데이터를 분석하였으며, CART 프로그램의 해석을 위해 종속변수인 직마모량은 각 검측 지점의 마모량에 해당하는 등급으로 변환하여 분석을 수행하였다. 레일의 마모에 영향을 미치는 구간특성 및 환경인자와 종속 변수로 사용된 레일의 마모량 사이의 CART를 이용한 상관관계 분석은 실제 구조물에서 영향인자간의 상관 관계와 유사하며, 추후 연구에서는 이를 바탕으로 하여 정량화된 검측 데이터를 종속변수로 하여 구간특성 또는 환경인자 등 외부 영향인자를 고려한 궤도 검측데이터와의 상관관계 분석을 수행할 계획이다.

  • PDF

Counter Measures of the Subway Terrorism through Case Analysis (사례분석을 통한 지하철 테러에 대한 대책)

  • Kwon, Jeong-Hoon;Kim, Tae-Hwan;Choi, Jong-Gyun
    • Korean Security Journal
    • /
    • no.18
    • /
    • pp.1-20
    • /
    • 2009
  • Nowadays most nations around the world including Korea have experienced absolute shortages of available urban space. To solve various problems of the city, each nation constantly tends to extend the underground space. However there is a serious problem in making use of the underground space. Especially new terrorism coming into existence after 9.11 terror turns into the so-called ‘soft target’ which has something to do with public transportation facilities available to most people. Good examples are like these: poisonous gas attacks in Tokyo subway in 1995, Daegu subway station fire in 2003, serial bomb blast of London subway in 2005. In spite of being a concern on incidents related to the underground space it is inevitable to utilize the underground space and the tendency is growing. But Korea lags badly behind in foreign countries in this field and so seeking measures is urgently needed. Therefore the aim of this study is to note visible damages stemmed from the domestic and foreign underground space and propose more effective and adequate measures. Safety measures of terrorism are associated to minimize damage out of terrorism and they are as follows. In the first place, preparing protective equipment for saving a life from fire attacks and poisonous gas is needed urgently. In the second place, counterpart management on the spot and systematic security training should be established in order to minimize injury. In the third place, fire escapes must be provided for a rapid evacuation of potential unspecified individuals. In the fourth place, building up a network of related institutions is required for a systematic omnidirectional counterpart. Finally the Korean government ought to take fast and appropriate actions for the injured and bereaved family of the terror incident.

  • PDF

Development of M2M-based Underground Space (subway) Disaster Response Network and EL Display Integrated Board (M2M기반 지하공간(지하철) 재난대응 네트워크 및 EL 디스플레이 통합 보드 개발)

  • Park, Miyun;Kwon, Segon;Park, EunChurn;Lee, Jeonhun
    • Journal of the Society of Disaster Information
    • /
    • v.13 no.4
    • /
    • pp.422-441
    • /
    • 2017
  • Notifying emergency evacuation methods, accurate disaster location and evacuation route guidance can be very active alternatives to quickly minimize evacuation and casualties in disaster situation in the development of subway disaster prevention detection system that detects the disaster signs at the subway station early on the basis of Internet of things and leads passengers to evacuate. It's not easy to ensure perfect functioning of fire fighting facilities and equipments due to underground space structure with narrow exits. Therefore, we developed disaster provision EL Display integrated board that can induce the most efficient evacuation and the field experiment was conducted to examine the practical application in this study. Especially the applicability was verified by field application test because there is no case in which EL panels are used to evacuate disasters.

Field Measurements of Ground Movements Around Tunnel (현장계측에 의한 터널주변지반의 변위연구)

  • 홍성완;배규진
    • Geotechnical Engineering
    • /
    • v.1 no.2
    • /
    • pp.41-54
    • /
    • 1985
  • Generally, ground settlements and lateral displacements are accompanied by underground excavation associated with open-cut or tunnling. These ground movements cause a harmful influence upon nearby super.structures and sub-structures. Occasionally, the ground movements may pose serious problems as the function of the nearby structures may be disrupted. Therefore, prior to the subway construction in an urban area, it is necessary to identify the causes of ground settlements and estimating the extent St the magnitude of ground movements since any potential damage to the nearby structures such as gas lines, water mains, high buildings and cultural assets must be assessed. The research was performed mainly on ground movements such as surface settlements, lateral displacements, subsurface settlements and crown settlements to predict the maximum settlement and settlement zone, and to identify the causes of ground settlements in NATM sections of Busan subway. As a result, it was found that lateral distribution of settlements could be approximated reasonably by a Gaussian normal probability curve and longitudinal distribution of settlements by a cumulative Gaussian probability curve, and that the early closure of temporary invert was very important to minimize ground settlements.

  • PDF

Railroad accident analysis and countermeasure (철도사고 분석과 대책)

  • Ahn, Chang-Geun;Lee, Won-Young
    • Proceedings of the KSR Conference
    • /
    • 2007.11a
    • /
    • pp.658-670
    • /
    • 2007
  • Most railroad accidents are due to human errors. In particular, most of the causes of these accidents are faults of an engine driver, such as lack of signal confirmation, insecure braking, driving by guess or force of habit. This paper identifies a problem(s) by analyzing accidents for the past 10 years and also seeks a solution to train good engine drivers in order to prevent railroad accidents. In summary, what is needed are: 1) proper placement of various manpower, 2) proper training of engine drivers, 3) proper legislation for a 2-man on board system, and 4) proper reformation of personnel management.

  • PDF

Evaluation of the Railroad Track Life Cycle Based on the Metro Rail Wear Data Regression Analysis (지하철 마모 데이터 회귀분석을 통한 궤도 수명 평가)

  • Jeong, Min-Chul;Kim, Jung-Hoon;Lee, Jee-Ha;Kang, Yun-Suk;Kong, Jung-Sik
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.14 no.4
    • /
    • pp.86-93
    • /
    • 2010
  • The wear of railway track affects loss of rough ride, noise or vibration of train and traveling safety. Moreover as the track is worn away, this promotes destruction of structural mechanism of rail track which can bring about increasing of rail track maintenance cost drastically. For this reason, it is very important and interested research subject to design railway track structure and to analyse train movement mechanism based on systematic analysis of the reasons causing rail wear possible in real field. In this research, for the efficient maintenance, Life Cycle Performance of rail track and maintenance characteristics are computed considering some track components such as track type, contracting type, sleeper type and roadbed type. Time - Wear probabilistic distribution relationship as well as multiple regression analysis based on time, curvature and wear data are computed to predict the service life remainder of railway track and to be adapted to safety assessment.

Safety Evaluation of Subway Tunnel Structures According to Adjacent Excavation (인접굴착공사에 따른 지하철 터널 구조물 안전성 평가)

  • Jung-Youl Choi;Dae-Hui Ahn;Jee-Seung Chung
    • The Journal of the Convergence on Culture Technology
    • /
    • v.10 no.1
    • /
    • pp.559-563
    • /
    • 2024
  • Currently, in Korea, large-scale, deep excavations are being carried out adjacent to structures due to overcrowding in urban areas. for adjacent excavations in urban areas, it is very important to ensure the safety of earth retaining structures and underground structures. accordingly, an automated measurement system is being introduced to manage the safety of subway tunnel structures. however, the utilization of automated measurement system results is very low. existing evaluation techniques rely only on the maximum value of measured data, which can overestimate abnormal behavior. accordingly, in this study, a vast amount of automated measurement data was analyzed using the Gaussian probability density function, a technique that can quantitatively evaluate. highly reliable results were derived by applying probabilistic statistical analysis methods to a vast amount of data. therefore, in this study, the safety evaluation of subway tunnel structures due to adjacent excavation work was performed using a technique that can process a large amount of data.

Rock Mass Rating for Korean Tunnels Using Artificial Neural Network (인공신경망을 이용한 한국형 터널 암반분류)

  • 양형식;김재철
    • Tunnel and Underground Space
    • /
    • v.9 no.3
    • /
    • pp.214-220
    • /
    • 1999
  • In this study, the validity of items of RMR system is evaluated and the applicability of this system to the data measured in Korean sites if discussed. Database was constructed from 139 sites, which are composed of subways, railway tunnels and road tunnels. These sites are located nationwide. Analysis shows that original classification of Bieniawski is valid although it was derived empirically. But it has considerable rating difference (error) in the result of Korean application. Thus new classification systems of KRMRI and KRMR2 are suggested, which are deduced from the Korean database. The former includes adjusted ratings and the latter adopts two more items. These are deduced by artificial neural network because it is difficult to select \`characteristic value'to estimate rock quality.

  • PDF