• Title/Summary/Keyword: 내부미터링

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On the Introduction of the Internal Metering Policy in COSMOS (서울시 실시간 신호제어시스템(COSMOS)내 내부미터링 제어전략 도입 방안)

  • 이승환;이상수;이성호
    • Journal of Korean Society of Transportation
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    • v.21 no.4
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    • pp.79-90
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    • 2003
  • Internal metering policy(IMP) is a control strategy to improve the quality of traffic flow within a network by avoiding queue spillback or intersection blockage. It is a more aggressive control strategy than the current control strategy employed in COSMOS. A preliminary study was made to incorporate the IMP logic within the COSMOS system to improve its' functionality at oversaturated conditions. From the study results, a set of guideline for real implementation was recommended : traffic conditions, detector configurations, and control procedures, etc. A simulation study was performed to evaluate the effectiveness of the proposed guidelines. It was shown that the occurrence of queue spillback was minimized. and overall network performance was also improved by applying IMP logic as compared to COSMOS control onl.

Determination of Control Time Point for Internal Metering Policy Application within COSMOS Environments (실시간신호시스템 환경내 내부미터링 적용 시점에 관한 연구)

  • Lee, Sang-Soo;Song, Sung-Ju;Lee, Choul-Ki
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.7 no.1
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    • pp.22-31
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    • 2008
  • RT/IMPOST is an effective algorithm that can realize real-time internal metering policy (IMP) using queue information from loop detector and signal control strategies. In this paper, an investigation was made to adopt the IMP methodology within COSMOS environments in terms of communication environment and control time point. Through the analysis of the communication environment of COSMOS and communication and control steps in RT/IMPOST, a set of applicable alternative were developed and evaluated. Then, one of the alternatives was selected, and performance of the alternative was compared with RT/IMPOST system using a simulation technique. Results showed that two techniques produced the similar performance. Therefore, the method suggested in this paper was evaluated as a practically viable alternative.

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Development of Exit-Ramp Control Strategy Avoiding Mainline Spillover for Urban Freeway (과포화 신호제어 기법을 응용한 도시고속도로 진출램프 제어전략의 개발)

  • 김영찬;이철기;허혜정
    • Journal of Korean Society of Transportation
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    • v.19 no.3
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    • pp.89-100
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    • 2001
  • 내부순환로의 진출램프 중 성산, 홍은, 홍제, 길음, 마장 진출램프에서는 램프의 지체가 심각하여, 진출차량의 대기행렬이 내부순환로 본선에까지 이르는 대기행렬 역류현상이 발생하고 있다. 이러한 본선으로의 대기행렬 역류는 본선의 혼잡을 가중시키고 교통사고의 위험도 증가시킨다. 본 논문에서는 이러한 도시고속도로의 진출램프 혼잡을 개선하기 위해 진출램프 제어전략을 개발하였다. 진출램프 제어전략의 목표는 진출램프의 대기차량이 본선으로 역류하지 않도록 하는 것이다. 대기행렬의 역류를 막기 위해서는 진출램프의 차량이 인접한 간선도로로 원활하게 진행하도록 해야 하며, 간선도로와 진출램프의 대기행렬을 제어정책에 따라 관리할 수 있어야 한다. 이를 위해서 진출램프 진출부에 신호를 설치하여 간선도로차량의 흐름을 제어하고, 진출부 하류부 교차로와 연동제어를 하여 진출공간을 확보하였다. 또한, 대기행렬의 관리를 위해서는 대기행렬 관리계수를 정의하고 이 값에 따라 현시를 결정할 수 있는 제어식을 유도하였다. 진출램프 제어전략은 과포화 신호제어 기법을 응용하여 개발하였으며, 그 중 Equity offset과 내부미터링 기법을 연동제어에 응용하였고, Imbalanced split 기법은 대기행렬 관리계수에 따라 현시가 결정되는 제어식의 개발에 응용하였다. 진출램프 제어전략을 평가하기 위하여 진출램프의 혼잡으로 인해 본선으로 대기행렬 역류가 발생하는 내부순환로의 홍은, 홍제 진출램프를 선정하였으며, NETSIM을 통해 진출램프 제어전략의 효과를 분석하였다. 분석결과 진출램프의 혼잡이 크게 개선되며, 운영자의 관리목적에 따라 대기행렬의 관리가 이루어지는 것을 볼 수 있었다. 진출램프 제어전략은 내부순환 도시고속도로뿐만 아니라 진출램프 제어가 필요한 타도시고속도로에서도 적용을 하면 좋은 효과를 얻을 수 있을 것으로 예상된다.

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A Study on Signal Control Algorithms using Internal Metering for an Oversaturated Network (내부 미터링을 이용한 과포화 네트워크 신호제어 알고리즘 연구)

  • Song, Myeong-Gyun;Lee, Yeong-In
    • Journal of Korean Society of Transportation
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    • v.25 no.6
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    • pp.185-196
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    • 2007
  • The aim of this research is to develop a signal control algorithm using internal metering to minimize total delay that vehicles go through, in case a network is oversaturated. To calculate total delay on the network, the authors first detect vehicles' arrivals and departures in the network through the detecting system, and chase the vehicles' flow in the links with a platoon dispersion model. Following these, the authors calculate the queue length in all the inks of the network through the chase of vehicles, deduce the stopped time delay, and finally convert the stopped time delay to the approach delay with a time-space diagram. Based on this calculated delay, an algorithm that calculates the level of the internal metering necessary to minimize the deduced approach delay is suggested. To verify effectiveness of this suggested algorithm, the authors also conduct simulation with the micro-simulator VISSIM. The result of the simulation shows that the average delay per vehicle is 82.3 sec/veh and this delay is lower than COSMOS (89.9sec/veh) and TOD (99.1sec/veh). It is concluded that this new signal control algorithm suggested in this paper is more effective in controlling an oversaturated network.

A Study on Dynamic Signal Metering Operation Method for Roundabouts Using VISSIM (VISSIM을 활용한 회전교차로의 동적 신호미터링 운영방안 연구)

  • Lee, Sol;Ahn, Woo-Young
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.15 no.2
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    • pp.74-84
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    • 2016
  • After installing roundabouts, changes of travel behaviour in the vicinity of roundabouts can cause increasing traffic volumes and unbalanced flow conditions. In that cases, the efficiency of roundabouts as a whole intersections can drop due to the insufficient gap between vehicles in the circulating lanes. The purpose of this study is developing a dynamic signal metering operation method for roundabouts in which a real time Signal Metering operation algorithm is suggested and its performance is tested by using VISSIM COM Interface(Visual Basic Application). The results of the real time Signal Metering operation show that there is a substantial delay improvements when two adjoined approaches are combined together and the flows of metering approach are less than controlling approach. Especially, the total entering flow is around 1,600 vehicle/h gives the delay reduction per vehicle of 70.9~102.2(73.8~77.8%) seconds for four-lane-approach with one-lane roundabouts.

An Analysis of Effectiveness for Permissive Warrants on the Restrictive Left-Turn Signal Control in Urban Arterial Roads (도시 간선도로에서 제한적 좌회전 신호운영의 적용기준 및 효과분석에 관한 연구)

  • Jeong, In-Taek;Lee, Yeong-In
    • Journal of Korean Society of Transportation
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    • v.27 no.5
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    • pp.17-28
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    • 2009
  • There are many limitations in dealing with rapidly changing traffic demand in urban cities. Thus recently, traffic operation and management skills are more emphasized rather than the expansion of traffic facilities. In particular, in the interrupted flow formed by signalized intersections, it is quite important to give optimal signal timing to each intersection with consideration of progression. However, as fixed signal times per direction can affect passing capacity in signalized intersections, the present four-signal phase including a left-turn signal has many limitations, including reduction of directional road capacity when traffic demand is increases dramatically during peak hours. Because of this problem, lots of studies about internal metering techniques for oversaturated signal control skills have progressed but these techniques are not used widely due to the absence of detectors for queue sensing in real-time signal control systems. In this research, a new methodology called the "restrictive left-turn signal control", which is already used at the intersection above Samsung subway station, is suggested in order to reduce control delay of urban arterial roads. The restrictive left-turn signal control allows a driver to make a U-turn and then a right turn instead of turning left in that intersection. With this change, the restrictive left-turn signal control can contribute to increased intersection capacity by reducing the number of signal phases and maximizing the through phase time. However, road structure and traffic conditions at the target intersections should be considered before the adoption of the proposed signal control.