• Title/Summary/Keyword: 교통혼잡도

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Static Optimization Model for Congested Signalized Intersections (혼잡 신호교통로 제어를 위한 최적화 모형 개발)

  • 김영찬
    • Journal of Korean Society of Transportation
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    • v.10 no.3
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    • pp.75-102
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    • 1992
  • 지난 수십년간 수많은 신호교차로제어모형이 제시되어 왔으나 과포화교차로를 특별히 다루는 기법은 거의 없었다. 본고에서는 과포화상태의 신호교차로제어를 위한 최적화모형이 제시된다. 지체도최소화나 연동폭최대화가 전통적인 제어목표로 사용되어 왔으나 혼잡교차로 제어에는 생산성최대화(maximum productivity)가 적절하며 본 모형에 사용되었다. 제시된 최적화모형은 Mixed Integer Linear Programming의 형태를 취한다. 본 모형은 두 개의 교차로 문제에 적용되었으며, 모형화 과정에 사용된 가정들의 적절함이 민감도분석에 의해 증명되었다. 최적해의 검증을 위하여 microscopic simulation model인 TRAF-NETSIM을 사용하였다.

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Crash Clearance Time Analysis of Korean Freeway Systems using a Cox Model (Cox 모형을 활용한 고속도로 사고 처리시간 영향인자 분석)

  • Chung, Younshik;Kim, Seon Jung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.6
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    • pp.1017-1023
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    • 2017
  • Duration induced by freeway crashes has a critical influence on traffic congestion. In general, crash duration composes detection and verification, response, and clearance time. Of these, the crash clearance time determined by a crash clearance team has attracted considerable attention in the freeway congestion management since the interest of the first two time stages faded away with increasing ubiquitous mobile phone users. The objective of this study is to identify the critical factors that affect freeway crash clearance time using a Cox's proportional hazard model. In total, 6,870 crash duration data collected from 30 major Korean freeways in 2013 were used. As a result, it was found that crashes during the night, with trailer or larger size truck, and in tunnel section contribute to increasing clearance time. Crashes associated with fatality, completed damage of crashed vehicle (s), and vehicles' fire or rollover after crash also lead to increasing clearance time. Additionally, an increase in the number of vehicles involved resulted in longer clearance time. On the other hand, crashes in the vicinity of tollgate, by passenger car, during spring, on flat section, and of car-facility type had longer clearance time. On the basis of the results, this paper suggested some strategic plans and mitigation measures to reduce crash clearance time on Korean freeway systems.

Implementing Special Transportation Management Zone System for Dongdaemoon Garment District (동대문 의류밀집상가 교통혼잡특별관리구역 사례연구)

  • 황기연;엄진기;이종운;조용학
    • Journal of Korean Society of Transportation
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    • v.18 no.6
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    • pp.7-17
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    • 2000
  • The Purpose of this study is to test the effectiveness of Special Transportation Management Zone system (TZ) when it is applied to Dongdaemoon commercial zone located in downtown Seoul. The study consists of two Parts ; the legal components of TZ and the case study on Dongdaemoon district. The case study includes the analysis of current traffic situation on the study zone, the design of implemention alternative for each component of TZ, the framework of impact analysis system, and the analysis results. The study finds, if 2,000 won mandatory parking fee on drivers parking in the buildings only with over 10 parking spaces and over 3.000$m^2$ in floor area, strong illegal parking enforcement, and Pro-hibition of parking passenger cars whose last digit plate number matches with the last digit of date, are implemented in the zone simultaneously, the traffic speed increases to 20.56km/h which is above the target set in the zone. In conclusion, we find that TZ2 can be an effective tool relieving traffic congestion in Seoul, and that it is necessary for introducing TZ in Seoul that relevant laws should be revised and expecting problems should be overcome.

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Analysis of Merging Behaviors and Traffic Characteristics on Freeway Merging Areas According to Acceleration Lane Length (가속차로 길이에 따른 합류행태 및 합류부 교통특성 분석)

  • Lee, Seung-Jun;Park, Jae-Beom;Kang, Jeong-Gyu
    • Journal of Korean Society of Transportation
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    • v.23 no.8 s.86
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    • pp.53-66
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    • 2005
  • This paper analyzes the effects of acceleration lane lengths on the traffic characteristics of merging areas. Two merging areas, Suwon IC and Singal JC, which have remarkably different acceleration lane length were selected as field study sites. Traffic data were collected through dividing each merging area into several subsections. Not only conventional flow, speed and density data but also a newly introduced MOE, density variation were used to analyzed the characteristics of merging area. Singal JC which has longer acceleration lane than Suwon IC showed more severe congestion, and the cause of the results was figured out.

첨단도로교통체계(IVHS)를 위한 통신

  • 이재홍;박찬범
    • The Magazine of the IEIE
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    • v.22 no.4
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    • pp.105-114
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    • 1995
  • 날로 심화되고 있는 교통혼잡과 이에 따른 경제적, 시간적 손실을 해결할 방안이 요구되고 있다. 이를 위한 도로 증설 등 교통시설의 확충과 병행하여 첨단기술을 이용하여 기존 도로의 운영효율을 극대화하는 방법이 모색되고 있다. 이것을 포괄적으로 첨단도로교통체계(IVHS:Intelligent Vehicle Highway System)라 하며, 이것은 교통관제, 교통정보, 차량운영, 차량제어, 대중교통 등의 분야로 구분된다. 이 글에서는 첨단도로교통체계의 정의 및 그 구성요소에 대하여 살펴보고, 첨단도로 교통체계를 위한 통신의 미국, 유럽, 일본 등의 연구개발 사례를 소개한다. 또한, 국내에서의 첨단도로교통체계를 위한 통신의 연구동향과 개발방향에 대하여 검토한다.

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A Fuzzy Traffic Light Controller Adaptable to the Congestion of Traffic based on the Membership Function Modification Algorithm (소속함수 수정 알고리즘에 의한 혼잡상황에 적응하는 퍼지 교통 신호 제어기)

  • Choi, Wan-Kyoo
    • Proceedings of the Korea Information Processing Society Conference
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    • 2001.04a
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    • pp.309-312
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    • 2001
  • 본 연구에서는 상류부 교차로에서 발생하는 교차로 막힘 현상으로 인해 진행방향의 녹색시간의 손실이라는 장애가 발생하게되는 상황을 고려하기 위해 진행차선의 정체도를 도입하여 교통 혼잡상황에 적절히 대응할 수 있는 퍼지 교통신호 제어기를 제안한다. 먼저 입출력 공간을 균등 분할한 퍼지 교통신호 제어기를 구성하고, 소속함수 수정알고리즘에 의해 제어기를 수정한다. 실험을 통해 고정식 제어기, 균등 분할한 제어기와 수정된 제어기의 성능을 교차로 지체시간, 진입율과 통과율 면에서 비교하였다. 실험 결과는 수정된 제어기가 다른 제어기들에 비해 향상된 성능을 보여주었다.

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Emprical Tests of Braess Paradox (The Case of Namsan 2nd Tunnel Shutdown) (브라이스역설에 대한 실증적 검증 (남산2호터널 폐쇄사례를 중심으로))

  • 엄진기;황기연;김익기
    • Journal of Korean Society of Transportation
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    • v.17 no.3
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    • pp.61-70
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    • 1999
  • The Purpose of this study is to test whether Braess Paradox (BP) can be revealed in a real world network. Fer the study, Namsan 2nd tunnel case is chosen, which was shut down for 3 years for repair works. The revelation of BP is determined by analyzing network-wise traffic impacts followed by the tunnel closure. The analysis is conducted using a network simulation model called SECOMM developed for the congestion management of the Seoul metropolitan area. Also, the existence of BP is further identified by a before-after traffic survey result of the major arterials nearby the Namsan 2nd tunnel. The model estimation expected that the closure of Namsan 2nd tunnel improve the network-wise average traffic speed from 21.95km/h to 22.21km/h when the travel demand in the study area and congestion Pricing scheme on Namsan 1st & 3rd tunnels remain unchanged. In addition, the real world monitoring results of the corridors surrounding Namsan 2nd tunnel show that the average speed increases from 29.53km/h to 30.37km/h after the closure. These findings clearly identify the BP Phenomenon is revealed in this case.

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