• Title/Summary/Keyword: 고속도로 교통관리

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Development of Estimation Method for Degree of Congestion on Expressway Using VMS Information (고속도로 VMS 정보를 활용한 지정체도 산출방안 개발)

  • Lee, Seung-Jun;Park, Jae-Beom;Kim, Soo-Hee;Bok, Ki-Chan
    • International Journal of Highway Engineering
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    • v.11 no.1
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    • pp.25-36
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    • 2009
  • Everyday congestion length (distance) and duration (time) data are collected and recorded in Expressway Traffic Information Center. These records are based on the information that the operators watch CCTV and decide traffic condition in order to present information about congestion on VMS. Using VMS message has some merits like that it doesn't need a great lot of cost to construct hardware such like FTMS because operators can check traffic condition by watching CCTV only. Of cause in the aspect of accuracy, using VMS message has the limitation that it is based on subject decision compared with FTMS. However, it can be said that the value of using VMS message is very large. The object of this study is to use the VMS information record (log file) usefully to provide information of traffic condition on expressway for users (drivers) without keeping the VMS information record in dead storage. To do so, in this research, congestion calculation method able to understand traffic congestion condition on expressway was developed.

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고속도로상에서 타이어 점검

  • Korea Tire Manufacturers Association
    • The tire
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    • s.85
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    • pp.17-20
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    • 1979
  • 「9ㆍ10월 교통사고예방의 달」을 맞이하여 본협회에서는 9월 25,26일 양일간 치안본부와 한국도로 공사의 후원을 얻어 경부고속도로상 (하행선 79km지점, 망향휴게소)에서, 타이어 정비불량으로 인한 교통사고를 미연에 방지하고 동시에 고속도로를 운행하는 운전기사들에게 타이어 안전사용관리에 대하여 올바른 인식과 이해를 시키고자 타이어 무료점검을 실시하였다. 이번 타이어 점검에는 본협회, 회원사, 치안본부, 한국도로공사 등 직원 20여명과 Service Car 3대가 동원되어 타이어의 마모한계, 편마모, 이상마모, 공기압, 외상 등을 비롯하여 못ㆍ쇠붙이ㆍ유리조각 등일 찔려있는지의 여부를 정확히 검사ㆍ점검하며 결과는 점검 카드에 기재하여 운전기사들에게 알려주며 정비를 필요로 하는 타이어는 정비직원이 즉시 정비해주었다.

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A Study on the Safety Countermeasures in Advanced Warning Area by Analyzing Driving Simulation in Work Zone (주행시뮬레이션을 이용한 고속도로 공사장 주의구간 교통안전표지 설치 방안 연구)

  • YOUN, Seok Min;PARK, Hyun Jin;OH, Cheol;CHUNG, Bong Jo
    • Journal of Korean Society of Transportation
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    • v.35 no.4
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    • pp.278-291
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    • 2017
  • Effective installation and operations of traffic safety signs in the advance warning area is of considerable interest for safer traffic management at freeway work zones. This study evaluated the feasibility of traffic safety sign installation based on a driving simulation experiment to take drivers' responsive characteristics into consideration. Both the compliance rate for speed limit and a lane-changing safety index were used for evaluating a set of driving simulation scenarios. It was identified that providing speed limit signs to reduce speed in advance and afterward guiding lane-changing could lead to safer maneuvering of vehicles entering work zones. The outcomes of this study are expected to be useful for revising freeway work zone management policies toward crash prevention.

Studies on Determining Optimal Downstream Loop Detector Location on Freeway Merging Section (고속도로 합류부 지점에서의 최적 검지기 설치 위치 산정에 관한 연구)

  • Yang, Choon-Heon;Son, Young-Tae
    • International Journal of Highway Engineering
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    • v.10 no.2
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    • pp.221-227
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    • 2008
  • This study identifies the relationship between traffic data quality obtained from loop detectors and their location. Traffic data basically shows traffic flow conditions and thus, these information can be used as inputs for various transportation management strategies. Out study presents how to determine optimal downstream detector location on merging area in order to enhance the effects of ramp metering strategies. Microscopic simulation model, PARAMICS, is used as the main analytical tool. Assuming that detector location relies heavily on traffic flow characteristics in each roadway segment, we perform statistical analysis to identify homogeneous traffic conditions on merging area.

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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.

A Study of Traffic Flow Characteristics for Estimating Queue-Length in Freeway (고속도로 대기행렬길이 산정모형 개발을 위한 연속류 특성 분석)

  • 노재현;손봉수;도철웅;신치현
    • Journal of Korean Society of Transportation
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    • v.17 no.2
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    • pp.179-191
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    • 1999
  • To device effective freeway traffic flow control strategies and freeway traffic information dissemination strategies, it is very important to estimate real physical queue length on the freeway. Shock wave theory and queueing theory have limitation to be used to estimate the queue length. The primary objective of this study is to develop a reliable method for estimating the physical queue length and level of congestion. Queueing propagation processes were analysed by using such traffic data as main line traffic volume, ramp volume, density. speed, and physical queue length collected by video photographing on Olympic Freeway. As a result of analysis, it has been confirmed that the real queue length can be estimated by using the traffic counts arriving the congested region and passing a bottleneck location. Further more, a reliable method for estimating the level of congestion could be developed on the basis of real-time traffic counts.

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An Empirical Study on the Relationship of Access Management to Traffic Accidents - Case of Large Urban Arterial Streets in Texas - (접근성관리와 교통사고와의 관계에 관한 경험적 연구 - Texas지역 대도시 간선도로를 사례로 -)

  • 권영종
    • Journal of Korean Society of Transportation
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    • v.15 no.3
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    • pp.25-37
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    • 1997
  • 접든성통제는 고속도로에 있어서 교통사고 감소의 가장 효과적인 수단들 중의 하나로 인식되어져왔다. 이러한 접근통제의 새로운 적용으로서 접근성관리는 과도한 투자 없이 일반도로상에서 교통사고를 감소시키는데 활용되고 있다. 이 연구의 목적은 도시간선도로상에 있어서 접근성관리와 교통사고와의 관계를 교통사고비용의 측면에서 분석하는 것이다. 이를 위해, 이 연구는 미국 텍사스주 대도시 지역내 중앙분리간선도로의 교통사고자료를 다중회귀모형을 이용하여 분석하였다. 이 연구는 자료분석의 결과 다음과 같은 사실을 발견할 수 있었다. 첫째, 접근성관리는 도시간선도로의 교통사고비용과 밀접한 관계를 가지고 있었다. 둘째, 이러한 접근성관리와 교통사고비용과의 관계는 도로의 교통상황과 도로변 토지이용상태에 따라 다양하게 나타났다. 셋째, 대체로 접근성관리와 관련된 요인이 교통상황 및 토지이용상태에 관련된 요인보다 더 교통사고비용과 밀접한 관계를 보였다. 마지막으로, 교통사고비용을 설명하는데 있어 가장 중용한 접근성 관리 요인은 외부접근로의 간격으로 나타났다.

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Risk Analysis of Highway Investment by Private Sectors (민자유치대상고속도로 투자의 위험도분석)

  • 이용택;김상범;원제무
    • Journal of Korean Society of Transportation
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    • v.17 no.5
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    • pp.33-42
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    • 1999
  • 본 논문은 도로투자 사업성분석시 사업주체의 현금흐름을 결정하는 항목들을 고정값(Deterministic Value)이 아닌 확률적으로 추정함으로써, 사업의 재무적 변동으로 인한 위험도를 민간사업자의 견지에서 사업성분석과정에 내재화하는 모형을 개발하는 것이다. 즉, 확률적 비용추정기법으로 국소적으로 활용되던 위험도분석을 재무모형에 내재화함으로써 사업의 재무적 변동을 보다 포괄적으로 분석할 수 있는 틀을 제공한다. 본 연구에서는 몬테카를로 시뮬레이션기법을 이용한 위험도분석(Risk Analysis)을 적용하여 사업성 평가지표와 비용의 확률밀도함수(Probability Density Function : PDF), 누적확률분포함수(Cumulative Distribution Function : CDF)를 산출하고, 그 결과로 해당 사업의 위험도를 고려하여 사업성을 평가한다. 이 모형은 사업의 모든 변동요인을 복합적으로 추정하여 사업기간 내 사업주체의 현금흐름을 분석할 수 있다. 따라서 사업주체는 효용에 따라 합리적인 위험도 관리 목표값(Target Value)을 선정하고, 사업의 위험도를 고려하여 건설비, 예비비를 결정할 수 있다. 본 연구에서 정립된 모형을 서울외곽순환고속도로(일산-퇴계원 구간)와 대전당진고속도로를 대상으로 사례분석을 수행하였다. 그 결과, 대전당진고속도로의 경우 사업성이 없으며, 서울외곽순환고속도로의 경우, 일부 위험도 발생변수를 합리적으로 관리한다면, 사업성이 충분한 것으로 분석되었다. 본 사례분석은 사업의 위험도를 반영한 사업성분석 방법으로 우리나라 민자유치대상고속도로의 사업성분석의 하나의 지침이 될 것이다.

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A guideline for freeway incident management manual (고속도로 돌발상황관리 매뉴얼 작성지침 개발)

  • Baek Seung-Kirl;Oh Chang-Seok;Kang Jeong-Gyu;Nam Doo-Hee
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.4 no.3 s.8
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    • pp.61-72
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    • 2005
  • This paper is designed to report the results of response manual development in relation to the freeway Incident Management System(FIMS) development as part of Intelligent Transportation Systems Research and Development program. The central core of the FIMS is an integration of the component parts and the modular, but integrated system for freeway management. The whole approach has been component-orientated, with a secondary emphasis being placed on the traffic characteristics at the sites. The first task taken during the process was the selection of the required actions for each step within the Incident Management System. After through review and analysis of existing incident response procedures and manuals, the incident response manual led to the utilization of different technologies and actions in relation to the specific needs and character of the incidents. FIMS also provides Integrated Incident Management according to the verified incident information provided by the each components The deployment of containment and mitigation strategies for incidents will be automatic or manual depending on the configuration of the system. It is anticipated that, over a period of time, operators will be able to response the incident using integrated and organized Procedures and action items.

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