• 제목/요약/키워드: rail-transport operation control

검색결과 11건 처리시간 0.027초

강우시 철도성토사면의 열차운전규제기준에 관한 연구 (A Study on the rail-transport operation control for railway embankment under rainfall)

  • 김현기;박영곤;신민호;김수삼
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2001년도 추계학술대회 논문집
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    • pp.514-519
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    • 2001
  • There are a close relationship between natural disasters and train safety. So it is very important to guaranty train safety using reasonable rail-transport operation control against disasters. Therefore, based on the past record of rainfall at failure, rail-transport operation control for railway embankment under rainfall was set up. After slope check list at home and abroad had been analyzed, new slope check list was suggested and site investigations were carried out using this check list. In order to evaluate the stability of railway slopes under rainfall, explanatory variables and subordinate variables were selected for multi-variate analysis and critical rainfall was defined by statistical process. Rail-transport operation control including regional and geological properties was suggested by analyzing the critical rainfall and rail-transport operation control in other country, and this will be a good tool to control train speed under rainfall and to secure train safety.

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강우시 성토사면의 열차운전규제기준 (Rail Transport Operation Control for Railway Embankment under rainfall)

  • 김현기;신민호;최찬용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.225-232
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    • 2009
  • Infiltration of rainfall causes railway slopes to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment is defined to analyze its stability by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. And suggested rainfall index is compared with the rail transport operation control which is used in KORAIL. It is judged that this rainfall index can be a good tool for the rail-transport operation control.

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강우시 사면안전성 변화를 고려한 열차운전규제 개발 (Development of Rail-transport Operation Control in Consideration of the Stability Variation of Railway Embankment under Rainfall)

  • 신민호;김현기;김정기
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2003년도 사면안정학술발표회
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    • pp.13-22
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    • 2003
  • Train speed and infiltration of rainfall causes railway embankment to be unstable and may result in failure. Therefore, the variation in the safety factor of railway embankment should be analyzed as the function of rainfall intensity, rainfall duration, and train speed and the study is accomplished using numerical analysis program. Based on unsaturated soil engineering, the variables in the shear strength function and permeability function are also defined and used for the numerical model for evaluation of railway embankments under rainfall. As a result of the study, in order to secure the safety of train under rainfall, the variation in the safety factor of railway embankment is predicted as the function of rainfall intensity, duration time and the train load as a function of train speed. It is possible to ensure the safety of train under rainfall. Thereafter, the feasibility of the rail-transport operation control with engineering basis was established.

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강우시 사면안전율 변화를 이용한 열차운전규제기준 개발 (The Development of Rail-Transport Operation Control using the Variation of Slope Stability under Rainfall)

  • 김현기;이진욱;신민호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 추계학술대회 논문집(II)
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    • pp.397-402
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    • 2003
  • Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment are defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.

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도시철도 시스템에서의 운행 시격 분석 (An analysis on the headway of urban rail transit)

  • 방융;김형훈;엄정규;조용기
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2006년도 추계학술대회 논문집
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    • pp.1495-1500
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    • 2006
  • A signal system is critical point of transport capacity and train operation in urban rail transit. Today the moving block system by radio is taking place of the fixed block system by track circuit for efficiency and short headway in underground railway and right rail transit. In this study, assuming specification of a train, track and control system, the minimum headway on the moving block system and the fixed block system is researched for the maximum transport capacity.

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불포화토이론을 이용한 강우시 열차운전규제기준 개발 (The Development of Rail-Transport Operation Control based on Unsaturated Soil Mechanics Concept)

  • 김현기;신민호;김수삼
    • 한국방재학회 논문집
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    • 제4권1호
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    • pp.25-31
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    • 2004
  • 강우침투는 철도성토사면의 불안정성을 유발하는 요인으로 작용하여 때때로 파괴의 결과로 나타나게 된다. 강우량과 철도성토사면 안정성과의 기본적인 상관성이 강우에 의한 성토사면의 불안정성을 분석하여 제안되었다. 사면내부로의 강우침투속도를 규명하기 위하여 실내시험을 수행하였으며, 강우침투실험결과에서 강우침투량은 강우침투속도가 사면경사에 의해 지배되기 때문에 저수지 등의 경우에 있어서의 침투와는 상당히 다르다는 것을 알 수 있었다. 이와 같은 견과에 근거하여 강우의 경계조건을 변화시켜 적용한 후, 다양한 수치해석을 수행하였다. 이를 통해 강우시 철도 성토사면의 전단강도, 포화도 그리고 간극수압의 변화를 예측할 수 있었으며, 철도사면의 안전율이 강우량-강우지수의 함수로서 표현될 수 있었다. 따라서 이 강우지수가 강우시 열차운전규제기준을 설정하기 위해 유용함을 밝혔다.

유럽 도시철도 신호시스템의 표준화 동향 (The Trend of the Standardization of the Urban Guided Transport Management System in Europe)

  • 이영훈;김종기
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 춘계학술대회 논문집
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    • pp.1266-1273
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    • 2004
  • Urban railway signaling system is for train operation with safety in the urban crowded area, that has been increasing the demand of use of advanced train control systems with safe. European Commission is supporting the UGTMS(Urban Guided Transport Management System) project for the research and development. The main objective of UGTMS is to provide the European urban guided transport sector (comprising metro, tram and light rail systems) with a common Management System. A key topic is the extent to which the specifications for the successful ERTMS(European Rail Transport Management System) can be adapted to UGTMS needs. Beyond this, it is necessary to define the relevant functional and system requirements for all types of urban guided transport management systems in order to improve interoperability and intermodality. Also to be explored are the prospects for open system standards. In this article, we look into the trend of the standardization through the UGTMS project in Europe and consider any benefit to the project of the standardization for the urban railway signaling system in Korea.

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고속철도의 안전운행을 위한 강우시 열차운전규제기준의 제안 (A Development of Rail-Transport Operation Control for High-Speed Railway under Rainfall)

  • 신민호;홍만용;이성혁;김현기;김정기
    • 한국방재학회 논문집
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    • 제3권2호
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    • pp.111-118
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    • 2003
  • 건설중인 경부고속철도에서는 열차의 운행안전을 확보하기 위하여 다양한 안정시스템을 채택하고 있어 예기치 못한 재해발생으로 인한 인적 물적 피해의 최소화에 만전을 기하고 있으나, 국외규정이 도입되는 과정에서 국내 선로, 기후, 지형 지질학적 특성을 반영한 국내규정으로는 정립되어 있지 않은 현실이다. 따라서, 본 연구에서는 강우시 고속철도의 안전한 운행을 위해 현재 설정되어 운용 예정인 강우시 운전규제를 위한 경계우량의 문제점을 파악하고 보완함으로써 보다 합리적인 경계우량의 재설정이 가능하였다. 또한, 이를 이용하여 CTC 등의 중앙통제기구에서 정상운행 경계발령 열차속도규제 운전정지의 4단계로 강우상황에 따라 열차의 안전을 명확하게 확보할 수 있을 것이며, 자연재해 발생 최소화에 기여할 수 있을 것이라 판단된다.

고무차륜 AGT의 CBTC에 의한 위치검지시험 (The train tracking of Rubber Tired AGT System using CBTC)

  • 정락교;정상기;김연수;이정선
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 추계학술대회 논문집
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    • pp.953-957
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    • 2005
  • Light Rail Transit(LRT) Systems with transport capacity between subway and bus(5,000-25,000 persons per hour) are being carried on over 100 lines around the world. In Korea, to solve the urban transportation problem, the introduction of LRT system has been proceeded positively. It is planned to develop the Korean standard LRT system in which safety, efficiency and cost effectiveness are emphasized. So we were able to make proto type of Rubber tired AGT system for LRT. This is capable of driverless operation using CBTC(Communication Based Train Control) of Moving Block System and is currently making an experiment for reliability in test-line. This study is focused on verifving the train tracking with CBTC in driverless and ATO mode through implementing the examination.

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CBTC에 의한 고무차륜 AGT의 운전 (The test result of Rubber Tired AGT System using CBTC)

  • 정락교;정상기;조홍식;이정선
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2005년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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    • pp.264-269
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    • 2005
  • Light Rail Transit(LRT) Systems with transport capacity between subway and bus(5,000-25,000 persons per hour) are being carried on over 100 lines around the world, In Korea, to solve the urban transportation problem, the introduction of LRT system has been proceeded positively. It is planned to develop the Korean standard LRT system in which safety, efficiency and cost effectiveness are emphasized. So we were able to make proto type of Rubber tired AGT system for LRT. This is capable of driverless operation using CBTC(Communication Based Train Control) of Moving Block System and is currently making an experiment for reliability in test-line. This study is focused on verifving the performance of CBTC system for driverless and ATO mode through implementing the examination.

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