• 제목/요약/키워드: Metro-rail

검색결과 98건 처리시간 0.024초

완급행운전패턴 다양화를 통한 서울도시철도 9호선 운행다이아 개선 연구 (Study of Improving the Operation Diagram of Seoul Metro Line 9 by Diversifying Train Patterns)

  • 한석인;이동근
    • 한국철도학회논문집
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    • 제13권1호
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    • pp.125-130
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    • 2010
  • 정부는 수도권 집중화로 인해 야기되는 각종 사회문제들을 해결하기 위해 주변지역의 개발을 통한 서울 집중화를 분산시키려는 노력을 하고 있지만, 수도권의 구먹구구식 철도개발은 주변지역에서 서울중심으로의 접근을 어렵게 만들고 있다. 이에 국내 최초로 완행, 급행열차가 혼용 운행하는 서울9호선 운영계획을 통하여 "주변지역으로부터 서울도심으로의 접근성 향상"과 "다양한 열차 패턴 서비스" 등과 같은 승객서비스질 향상에 대해 생각해 보고자 한다.

4호선 전동차 판토그라프 주습판 마모현상에 관한 연구 (A Study on the Wearing Phenomenon of Pantograph Slider for the SEOUL METRO Line 4 Rail Vehicles)

  • 김영규;양용준
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.51-56
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    • 2007
  • Pantograph of the electric train is the important part receiving current by adhereing contact wire. Wearing rate of pantograph or contact wire is changed by the type of pantograph and material of adhering part. In special, the weather influences the relative wearing rate and wearing type of pantograph Slider and Contact wire with steep wearing in arc and life cycle of pantograph slider. Presently, the weather causes side-wearing and over-wearing of pantograph slide installed in electric train. So it is difficult to manage and operate the electric train. Although the quality of slide using in line4 vehicle was finished the test in line 2 vehicle experimentally, it has to apply after pantograph is installed in some electric trains and check the influence in it and contact wire. It is because line4 section is very different from line2 section. Experimental application is the sequence to certify the safety and abrasion resistance importantly by enlarging experimental application with increase of the experimental electric train. The lenth of line4 in Seoul Metro is 71.5[km]. It is long section. The line is mixed DC 1,500[V] section and AC 25,000[V] section. It has underground section of 41.5[km] and ground section of 30[km]. Ground section is about 42% and receives much influence in the rain during the rainy season. After experimental application we found that this pantograph slide has twice as much abrasion resistance despite a little deviation and found the occurrence probability of arc and side-wearing is decreased considerably.

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도시형 순환 열차에서 운전 최적제어 시스템에 관한 연구 (A study of the train traffic optimal control system in a circular metro line)

  • 홍효식;유광균;송문석
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 추계학술대회 논문집(III)
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    • pp.236-246
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    • 2003
  • This paper is implemented a control algorithm in order to be stable and minimized to entire train traffic system at delayed case. Signal ing system is described wi th algebraic equations given for train headway, Discrete-event simulation principles are reviewed and a demonstration block signaling model using the technique is implemented. Train congestion at station entrance for short headway operation is demonstrated and the propagation of delays along a platform of trains from any imposed delay to the leading train is also shown. A rail way signaling system is by nature a distributed operation with event triggered at discrete intervals. Although the train kinematic variables of position, velocity, and acceleration are continually changing, the changes are triggered when the trains pass over section boundaries and arrive at signals and route switches. This paper deals with linear-mode1ing, stability and optimal control for the traffic on such metro line of the model is reconstructed in order to adapt the circuits. This paper propose optimal control laws wi th state feedback ensuring the stability of the modeled system for circuits. Simulation results show the benefit to be expected from an efficient traffic control. The main results are summarized as follows: 1. In this paper we develop a linear model describing the traffic for both loop lines, two state space equations have been analyzed. The first one is adapted to the situation where a complete nominal time schedule is available while second one is adapted when only the nominal time interval between trains is known, in both cases we show the unstability of the traffic when the proceeding train is delayed following properties, - They are easily implemented at law cost on existing lines. - They ensure the exponetial stability of loop system. 2. These control laws have been tested on a traffic simulation software taking into the non-linearites and the physical constraints on a metro line. By means of simulation, the efficiency of the proposed optimal control laws are shown.

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탈선방지 가드레일의 구조안전성과 유지보수 상관성에 관한 연구 (A Study on Relationship between Structural Safety and Maintenance of Derailing Prevent Guard Rail)

  • 최정열;박현요;정지승
    • 문화기술의 융합
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    • 제9권4호
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    • pp.593-599
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    • 2023
  • 곡선부에는 차량-궤도의 하중불균형 등 다양한 요인에 의한 탈선의 위험이 내재 되어있어 도시철도에서는 탈선방지 가드레일을 설치, 운영하고 있다. 앵글형 탈선방지 가드레일은 가드앵글을 포함한 다양한 부품으로 구성되어 탈선을 방지하는 기능을 수행하는데 탈선이 발생하지 않더라도 구성품에서 다양한 손상이 발생하고 있어 지속적인 유지관리가 필요하다. 손상현황을 조사하여 손상 빈도가 높은 앵글형 탈선방지 가드레일의 구성품을 분류하였으며, 다양한 손상의 발생 조건 등을 조사하였다. 또한 손상원인을 공학적으로 분석하고자 정밀 3차원 수치모델을 이용한 수치해석을 수행하였다. 수치해석은 열차의 탈선하중을 해석적으로 모사하고자 정적상태의 극한하중조건으로 적용하였으며, 앵글형 탈선방지 가드레일, 레일, 차륜의 실제도면을 이용하여 모델링하였다. 손상현황조사와 수치해석 결과를 비교 분석하여 구성품의 손상에 대하여 공학적으로 규명하고자 하였다.

강체전차선로 이행구간 Heavy Simple Catenary 적용을 위한 압상량 고찰 (A Study on the Uplift for Applying of Heavy Simple Catenary System in a Overhead Rigid Conductor Rail Transition Section)

  • 김완일;박원찬;이재봉;김재문
    • 전기학회논문지
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    • 제67권5호
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    • pp.688-694
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    • 2018
  • The transition section of the overhead rigid conductor rail (ORCR) consists of a direct induction device and a limit point to prevent the power supply failure and failure of the electric railway vehicle pantograph due to the difference of the uplift in the catenary line. In T-Bar transition section, a twin simple catenary is mostly installed between the overhead catenary system (OCS) in the ground section and the ORCR in the underground section. In this paper, we compare and analyze the possibility of replacing the twin simple catenary with heavy simple catenary. The reliability of numerical analysis results was confirmed by comparing field test with numerical results. Comparing the numerical results of the twin simple catenary with the heavy simple catenary in the transition section, the difference uplift is 5.9[mm] on average. When applying heavy simple catenary instead of twin simple catenary, the slight difference of uplift can be compensated by adjusting the height of hanger-ear or support bracket.

무인운전 경량전철의 최적 운영비 산출에 대한 연구 (A Study on the Optimum Operating Cost of Driveless LRT System)

  • 정수영;이종성;조진환;안영환;백승헌
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.2051-2057
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    • 2008
  • This paper is a feasibility study on the calculation of operating cost in regards to the overall operation following the completion of a number of LRT lines currently in progress. Owing to the absence of operating experience in driveless LRT system at home, the difficulties lie in the assumption of the optimal operating budget applying domestic real situation. Nevertheless, with 34 years of accumulated operating experience in heavy rail transit system, Seoul Metro, the nation's biggest urban rail transit operator, performs O&M consultancy services for several on-going projects along with every effort to acquire know-how where the appropriateness of the cost estimation as a required deliverable is reviewed and a more efficient way is provided. The main focus of this study is to seek a method to calculate the optimal amount of operating expenses as well as a cost-effective alternative for possible weaknesses from the standpoint of the operator. The body of this paper discusses the five issues such as personnel cost, overhead, maintenance cost, additional purchase price, alternative investment fee from a more macroscopic point of view, and the conclusion deals with the adequacy of the reason for selection of institutions with various operating know-how.

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콘크리트 슬래브궤도에서 레일과 철근 사이의 결합계수에 대한 연구 (A Study on Coupling Coefficient Between Rail and Reinforcing Bars in Concrete Slab Track)

  • 김민석;이상혁;이종우
    • 한국철도학회논문집
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    • 제12권3호
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    • pp.405-411
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    • 2009
  • 고속철도 신호시스템은 ATC시스템을 이용하여 열차의 제한속도를 송신하고, 일부 도시철도 신호시스템은 이동가능거리를 전송한다. 열차제어정보전송은 직접 궤도를 이용하여 차상에 전송하는 방식, 궤도상에 기기를 설치하여 전송하는 방식, 선로변에 기기를 전송하는 방식이 있다. 직접궤도를 도체로 활용하여 궤도를 회로일부로 구성하고, 궤도에 신호를 전송하여 열차가 궤도에서 열차제어 정보를 획득하는 방법으로, 궤도회로를 사용하며, 고속철도, 지하철에서 사용하고 있다. 궤도회로를 사용하는 방식은 반송신호에 정보를 실어서 보내며, 차상장치는 자기결합에 의해서 정보를 획득한다. 콘크리트 슬래브궤도에는 많은 철근을 사용하기 때문에 자갈도상의 궤도에서는 발생되지 않았던 레일과 철근간의 상호작용이 발생한다. 레일과 철근간의 상호작용이 발생하여 레일의 전기적 특성이 변화된다. 본 논문에서는 경부고속철도 2단계 구간에서 사용되는 콘크리트 슬래브궤도에서 레일과 철근 사이의 모델을 이용하여 콘크리트 슬래브궤도의 모델로부터 레일과 철근 사이의 결합계수를 수리적으로 해석하고, 레일과 철근간의 상호작용이 일어나지 않는 경우, 즉 철근에 의한 레일의 전기적 특성의 변화가 없는 결합계수를 정의하였다.

철도신호시스템 중첩운영으로 인한 전자파장해현상 분석 및 대책 (Analysis of EMI Between Overlapped Railway Signalling Systems and Its Countermeasure)

  • 고영환;윤선호;최규형
    • 전기학회논문지
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    • 제58권6호
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    • pp.1116-1122
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    • 2009
  • ATS(Automatic Train Stop) system makes train stop when it runs over the speed limit and ensure the safe operation of train. Seoul Metro line 2 in Korea, which started its passenger service in 1982, has adopted ATS system for its signaling system. The ATS system has only a train stop function at the time of emergency, and Seoul Metro is planning to replaced them with ATC(Automatic Train Control)/ATO(Automatic Train Operation) system which can provide the dedicated speed control for headway reduction and automatic operation of train. Until all the ATS system is replaced with the new ATC system, both systems are to operate simultaneously at the same metro line. In this situation, ATS system sometimes reveals improper operation: train stops suddenly without any obstacles in front of it. These emergency stops cause interruption of passenger service, and abnormal abrasion of wheels and rail. This paper makes it clear that these interruptions are caused by EMI phenomena between ATS on-board device and ATC wayside device : Signal current flowing in AF track circuit of ATC is turn out to be a EMI source that prevent normal operation of the ATS on-board device. Although the two systems have different frequency-ranges (ATS system has frequency range between $78{\sim}130$[kHz] and ATC system has frequency range between $9.5{\sim}16.5$[kHz]), it turned out that EMI phenomena appears between the both systems. This is investigated by measuring the output signal from ATS on-board device passing over ATC wayside device. The FFT(Fast Fourier Transform) analysis of the signal reveals that AF track circuit signal is transmitted to the ATS on-board device and induce noise causing improper operation. The countermeasures to the EMI phenomena are examined in three ways; blocking EMI transmission, enforcement of EMS (Electromagnetic Susceptibility) of ATS on-board device, and blocking the EMI source. It is suggested that the practical solution be blocking EMI source temporarily, that is breaking AF track circuit signal when the trains with ATS on-board device pass over it. To this purpose, TODS(Train Occupation Detection System) is developed, and has made a success in preventing the EMI problem of Seoul Metro line 2.

지하철 효율성 평가를 위한 DEA-AR/AHP 모형 설계 (DEA-AR/AHP Model Design for Efficiency Evaluation of Metropolitan Rapid Transit)

  • 심광식;김재윤
    • 한국경영과학회지
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    • 제34권3호
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    • pp.105-124
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    • 2009
  • Data Envelopment Analysis (DEA) is a methodology of computing the relative efficiency of each decision making unit (DMU) by comparing it with other DMUs having similar input and output structure. In this paper, we compare the efficiency of Korean rail transit corporations using DEA. To do this, we design a DEA-AR/AHP model, and evaluate efficiency by comparing the subway operating agencies of six big cities. The analysis reveals that Seoul Metro and Seoul city railroad construction turn out to be the most efficient groups. The result of this research can provide helpful information for effective management in a domestic subway operating agency.

서울메트로 $1\sim4$호선 고가역(창동역) 고체소음 저감 사례 (The Reduction of Structure-borne Noise in an Elevated Station(Changdong Station) of Seoul Metro Line No. $1\sim4$)

  • 공선용;오희완;김상진
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.438-443
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    • 2007
  • In the recent railway construction, the concrete slab track is highlighted as the maintenance-free track and the main stream is moving from ballasted track to concrete slab track. However, in spite of many merits of concrete slab track, the higher noise generated from the concrete slab track is a troublesome question to solve and, by this reason, many studies on noise reduction of concrete slab track are carried out. The railway noise can be classified into the reflection noise emitted from wheel/rail contact and the structure-borne noise transmitted through railway structures. In this presentation, we would like to introduce an example of the successful reduction of structure-borne noise at track retrofitting to maintenance-free concrete slab track in elevated Changdong Station which was built with ballasted track on Rahmen structure.

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