• Journal of Korean Society of Transportation
• /
• v.20 no.5
• /
• pp.217-230
• /
• 2002

본 연구는 민감도 분석을 통한 다지교차로의 효용성 분석 연구로 신호교차로, Roundabout, 그리고 Modern Roundabout의 특성을 고찰하고 교통류의 특성에 따른 민감도 분석을 통한 교차로 형태를 검토하는 것에 그 목적을 두고 있다. 이를 위해, 첫째, 신호교차로와 Roundabout의 특성과 사례를 고찰하였다. 둘째, 4지교차로와 5지교차로의 교통류 특성별로 교통량을 산정하여, TSIS Tool을 이용한 분석을 통해 교통류 특성별 신호 교차로와 Round about의 민감도를 비교하였다. 셋째, 민감도 비교를 통한 교통류 특성별 효율적인 교차로 형태를 도출하였다. 4지교차로의 경우, 첫째, 일반적으로 V/C비의 변화에 대해 V/C비가 0.7이하일 때는 Roundabout가 V/C비가 0.7을 초과할 때는 신호교차로가 효율적인 것으로 나타났다. 둘째, V/C비별 회전교통량의 변화와 회전교통량 변화별 V/C비 변화에서도 V/C비의 변화의 분석결과와 비슷한 양상을 보였다. 5지교차로의 경우, 첫째, 4지교차로와는 달리 전반적으로 신호교차로 보다는 Roundabout가 더 효율적인 교차로 형태로 나타났다. 둘째, V/C비별 회전교통량의 변화와 회전교통량 변화별 V/C비 변화에서는 V/C비가 0.8을 초과하고 우회전교통량비가 30%∼40%인 경우에 신호교차로가 조금 더 효율적인 것으로 나타났다.

• Journal of Korean Society of Transportation
• /
• v.34 no.3
• /
• pp.278-290
• /
• 2016

Maximum traffic flow rate is an important performance measure of operational status in transport networks, and has been considered as a key parameter for transportation operation since a bottleneck in congestion decreases maximum traffic flow rate. Although previous studies for traffic flow analysis have been widely conducted, a detection method for changes in dynamic traffic flow has been still veiled. This paper explores the dynamic traffic flow detection that can be utilized for various traffic operational strategies. Turning point analysis (TPA), as a statistical method, is applied to detect the changes in traffic flow rate. In TPA, Bayesian approach is employed and vehicle arrival is assumed to follow Poisson distribution. To examine the performance of the TPA method, traffic flow data from Jayuro urban expressway were obtained and applied. We propose a novel methodology to detect turning points of dynamic traffic flow in real time using TPA. The results showed that the turning points identified in real-time detected the changes in traffic flow rate. We expect that the proposed methodology has wide application in traffic operation systems such as ramp-metering and variable lane control.

• Proceedings of the Korean Information Science Society Conference
• /
• 1999.10b
• /
• pp.122-124
• /
• 1999

날로 심각한 도시문제가 되고 있는 교통문제를 효과적으로 해결하기 위해서는 교통체증을 정확하게 진단해서 교통망의 효율을 최대로 높일 수 있도록 교통 신호체계를 수립하는 것이 요구되며, 이것을 위해서는 실시간으로 변화되는 교통류에 적절히 대응할 수 있도록 원활한 교통 신호체계를 최적화하는 것이 필요하다. 본 연구에서는 실시간으로 변화되는 교통류에 대응해서 원활한 교통소통을 위한 신호조정의 문제를 다수의 신호등을 대상으로 가능한 서로 다른 여러 신호조정의 조합들 중 최적안을 찾는 최적화 문제로 보았다. 본 논문에서는 휴리스틱 탐색기법을 이용하여 교통류의 변화에 따라 최적의 교통 신호체계를 수립할 수 있는 교통 신호체계 최적화 시스템을 제시하고, 부산광역시 부전동 일대의 12개 교차로를 포함하는 교통망에 대한 교통정보를 바탕으로 실험해봄으로써 실시간 적용가능성을 보여준다.

• Journal of Korean Society of Transportation
• /
• v.22 no.7 s.78
• /
• pp.61-67
• /
• 2004

It is needed for one to design the better models estimating emission and then with the real time data, make the monitoring system simulating emission rate because of having built the basement of accepting real-time traffic information in ITS projects. The objective of the study is to develop the monitoring system visualizing air pollution to a certain place. It is based on the estimated emission from the patterns of individual vehicles and the changes of traffic flow. For constructing simulator, we loaded referring algorithm in actuality program and simulates the traffic flow movement in a microscopic viewpoint. The simulator is able to express not only the movement of each car but also to visualize processing the emission and diffusion of the air pollutant by computer program. Not only expresses the simulation process the angle of vision but it also cutting down environment expenses and improving the traffic impact assessment and the traffic impact assessment.

• The Journal of The Korea Institute of Intelligent Transport Systems
• /
• v.16 no.4
• /
• pp.92-106
• /
• 2017

The adverse weather is known as a factor that interrupts traffic flow and causes traffic accidents and traffic congestion by lowering visibility of drivers. Especially, in case of fog unlike any other weather conditions, traffic accidents lead to serious accidents and the fatality of the accidents is known to be high. This paper aims to analyze uninterrupted traffic flow characteristics under foggy conditions among adverse weathers. The traffic volumes and speeds under foggy and normal conditions were analyzed. Results indicated that fog with low visibility causes the most insignificant reduction in traffic volumes. On the other hand, the reduction in the speeds due to low visibility was evident. In addition, the relationship between flow, speed, and density in fog were analyzed. Analysis results showed that the fog with less than 200m visibility had clear impact on traffic flow.

• Journal of Korean Society of Transportation
• /
• v.34 no.6
• /
• pp.499-509
• /
• 2016

The pedestrian traffic flow has more complicated microscopic features than vehicular traffic flow. Without any designated lanes or any guidance, pedestrians naturally move and change their routes in two dimensional domain with ease. Thus the assessment of pedestrian comfort level should be considering the microscopic features of pedestrian flow. This study is aimed at developing pedestrian comfort criteria based upon pedestrian flow simulation model. This study suggests three criteria to determine pedestrian comfort level; the deviation of route, the acceleration of walk, and the number of collision. Each criterion, which can address the unique walking patterns of pedestrian flow, is represented as each different function with respect to traffic flow rate. The criteria can be the additional indicators to determine the level of service of pedestrian flow together with traffic flow rate and walking speed.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.30 no.2D
• /
• pp.113-118
• /
• 2010

This paper presents an analysis of the instability phenomenon on motorways, with the aim of arriving at the definition of a control strategy suitable for keeping the flow stable. By using some results of the motorway reliability theory, a relationship and some flow characteristics is obtained, which shows that the existence of a reliability threshold critical for flow stability. The macroscopic flow characteristics corresponding to this threshold are very different in different situations, so that this control of flow stability requires the analysis of speed and density microscopic process surveyed on a cross section of the motorway carriage ways to be controlled. A method is presented, based on integrated moving average(IMA) analysis in real time of these processes, by which it is possible to detect the approach of instability before its effects become manifest, and to single out the proper control strategy in different situations.

• The Journal of The Korea Institute of Intelligent Transport Systems
• /
• v.12 no.6
• /
• pp.116-126
• /
• 2013

Weather factor to affect driver's driving environment are due to changes in weather conditions is caused rainfall, snowfall, fog etc and the reducing of road capacity and because deteriorating weather could be affect the headway and vehicle speed and the decrease in lane caused by an accident occurs that was analyzed that bad weather occur congestion greater than on the clear day. Bad weather to reduce of the driver's visibility was analysed the sensitive to changes in travel speed and traffic accident to appears high characteristics according to weather conditions on the expressway(higher speed) than general road. As a result, visibility have been determined to be important factor in changes of the highway traffic flow characteristics. Therefore, in this study, we selected traffic volume and travle speed that have a major impact on high-speed expressway basic segments as importance effect factor and we selected to subject of analysis among the Metropolitan Expressway that it could be obtained certain level of traffic volume data and we studied the changing of expressway traffic flow due to change visibility after the collecting of meteorological and traffic data. In order to perform this study, data collection and analysis methods were established through the existing literature and we had selected level of visibility of the expressway and we had performed the statistical verification. Finally, we had calculated the rate of change of expressway traffic flow characteristics due to visibility and we had come up with a way to apply at capacity and service level analysis.

• Journal of Korean Society of Transportation
• /
• v.25 no.2 s.95
• /
• pp.73-81
• /
• 2007

The purpose of this paper is to perform a basic study on the interaction between lanes, which can be achieved through analyzing traffic breakdown at the microscopic level. Using aerial photographic data for the microscopic analysis, this study analyzed the characteristics of traffic flow at a merging area. This research produced aggregated traffic data such as flows, speeds, and densities in 30 second intervals by lane for the macroscopic analysis and individual headway data by lane for the microscopic analysis. The paper contains an analysis of lane characteristics through flows, speeds, densities, and headway variations and also investigates the influence of ramp flows on mainline flows with space-time diagrams. Firstly, the merging area in this study is divided into three sections: before-merging, during-merging, and after-merging. The transition process was analyzed at each lane. Secondly, the breakdown was observed in detail with data divided in 50-foot units. The breakdown was checked through the relationships between ramp and freeway mainline flows, various techniques were proposed to analyze the breakdown, and the formation of breakdown was introduced as three stages in this study. In the near future, the findings of this study could contribute to determining the dynamic capacity on freeways by easily understanding changeable traffic breakdown patterns over time and space.

• Journal of Korean Society of Transportation
• /
• v.29 no.3
• /
• pp.123-137
• /
• 2011

In general, flow propagation has been explained using the shock wave theory which is expressed as a function of variations in volume and density. However, the theory has certain limitation in portraying heterogeneous flow, e.g., flow propagation between lanes. Motivated by this fact, this study seeks a new measure for analyzing the propagation characteristics of traffic flow at three sections of highway (i.e., merging area, weaving section, and basic section) from temporal and spatial perspectives, and then develops a model for estimating the measure for the flow propagation. The "shock wave speed" which is the measure widely adopted in literature, was first applied to describe the propagation characteristics, but it was hard to find distinct characteristics in the propagation. This finding inspires to develop a new measure named "Impulse Volume". It is shown that the measure better explains the propagation characteristics at the three study sections of highway. In addition, several models are also developed by performing multi-regression analyses to explain the flow propagation between lanes. The models proposed in this paper can be distinguished in three sections and the lane placement.