• Title/Summary/Keyword: traffic conditions

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Estimation of Freeway Accident Likelihood using Real-time Traffic Data (실시간 교통자료 기반 고속도로 교통사고 발생 가능성 추정 모형)

  • Park, Joon-Hyung;Oh, Cheol;NamKoong, Seong
    • Journal of Korean Society of Transportation
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    • v.26 no.2
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    • pp.157-166
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    • 2008
  • This study proposed a model to estimate traffic accident likelihood using real-time traffic data obtained from freeway traffic surveillance systems. Traffic variables representing spatio-temporal variations of traffic conditions were utilized as independent variables in the proposed models. Binary logistics regression modelings were conducted to correlate traffic variables and accident data that were collected from the Seohaean freeway during recent three years, from 2004 to 2006. To apply more reliable traffic variables, outlier filtering and data imputation were also performed. The outcomes of the model that are actually probabilistic measures of accident occurrence would be effectively utilized not only in designing warning information systems but also in evaluating the effectiveness of various traffic operations strategies in terms of traffic safety.

A Study on the Estimation of Design Service Traffic Volume for Turbo Roundabout (국내 나선형 교차로 도입을 위한 적정교통량 산정연구)

  • Song, Min soo;Lee, Dong min
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.20 no.5
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    • pp.45-58
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    • 2021
  • It is generally known that a two-lane roundabout has some problems in safety such as increasing conflicts, typically merging and diverging conflicts and conflicts between entering traffic and exiting as well as turning traffic. To solve these problems, a turbo-roundabout had been developed and has successfully brought safer and more efficient operation in other countries. In this study, micro simulations using VISSIM were conducted to investigate the maximum value of service traffic volume. It was found that operation of turbo-roundabouts was influenced by traffic volume for each turning traffic, and the maximum values of traffic volume were values between 2,400 and 2,800 vehicles per hour as rates of traffic volume for each turning traffic. Typically, turbo-roundabouts have limited to operate in conditions with more than 30% for left-turning traffic volume.

Presenteeism and Traffic Accident Among Taxi Drivers: A Prospective Cohort Study in Japan

  • Makoto Okawara;Kei Tokutsu;Keiki Hirashima;Tomohiro Ishimaru;Yoshihisa Fujino
    • Safety and Health at Work
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    • v.15 no.2
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    • pp.208-212
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    • 2024
  • Background: Traffic accidents involving professional drivers have serious societal repercussions. Unique occupational stressors and health risks exacerbate the likelihood of traffic accidents among professional drivers. This study explores the association between presenteeism-impaired work performance due to working while unwell-and traffic accident risk among professional taxi drivers in Japan. Methods: A prospective cohort study was conducted from June 2022 to February 2023, involving taxi drivers from a single company in Fukuoka Prefecture, Japan. Presenteeism was assessed using the Work Functioning Impairment Scale (WFun). Primary outcome involved the number of self-reported minor traffic accidents. The incidence rate ratio (IRR) of minor traffic accident occurrences was estimated using a Poisson regression analysis, adjusted for confounders including sex, age, and driving experience. Results: Of 838 targeted drivers, 435 were included in the analysis. Higher baseline work functioning impairment was associated with a significant trend of increasing IRR of minor traffic accidents (p for trend = 0.045). A dose-response relationship was seen between the degree of presenteeism and incidence rate of minor traffic accidents. Conclusion: Higher levels of presenteeism were associated with an increased risk of traffic accidents among taxi drivers. The findings underscore the need for socio-economic support and prioritized health management to mitigate traffic accident risk among professional drivers. This study highlights the importance of managing non-critical health issues alongside serious health conditions for safer driving practices among professional drivers in Japan.

A Study on the Improvement of Marine Traffic System in the Ulsan Approaching Waters (울산항 접근 수역의 해상교통시스템 개선에 관한 연구)

  • Lee, Seung-Hwan;Kim, Chol-Seong;Jong, Jae-Yong;Park, Gyei-Kark
    • Proceedings of KOSOMES biannual meeting
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    • 2006.11a
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    • pp.25-30
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    • 2006
  • Marine traffics near Ulsan approaching waters are crossing and converged at the diverging point of No.1 route- No.2 route and No.1 route -No.3 route and are also concentrated at near No1. route approaching area and the headland of cape Gawnjeol. Because the number of berth will increase to 78 from 49 until 2011 due to additional developments, minor modification is expected for the water utilities. This study examined environmental conditions, marine accidental data, marine traffic capacity, traffic flow survery and fisheries zone status near Ulsan approaching water area. Finally, a questionaire survey was carried ou for experts and users to propose new plan.

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A Study on Proposal of the Ship's Routing on Gwangyang Harbor (광양항의 항로설정에 관한 연구)

  • Jeong Jung-Shic;Jong Jae-Yong;Kim Chol-Seong
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.11 no.2 s.23
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    • pp.9-17
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    • 2005
  • In the present maritime traffic conditions of Gwangyang harbor, there exists many hazardous factors which may lead to huge accidents including marine oil pollution. To mitigate the danger to vessels in Gwangyang harbor and to secure the safety of maritime environment, we established one way traffic between No.3 Route and No.4 Route, Designed of deep water line on No.3 route, Extended one-way route for Myo-Do Passage etc.

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A Quantitative Marine Traffic Safety Assessment of the Vung Tau Waterway

  • Nguyen, Xuan Thanh;Park, Youngsoo;Park, Jinsoo
    • Journal of Navigation and Port Research
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    • v.36 no.9
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    • pp.721-728
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    • 2012
  • Marine traffic safety of the Vung Tau Waterway, from port limit to Ganh Rai Gulf, plays a crucial role in the economic development of the important triangular economic zone in the south of Vietnam: Ho Chi Minh City, Dong Nai Province, Ba Ria-Vung Tau Province. This paper uses the IWRAP Mk2 program to assess marine traffic safety and shows that in the area there are three parts of fairway have highest risk of collision (from buoys No. 8-9 to buoys No. 1-2 of the Song Dinh fairway; from buoy No. 0 to buoys No. 8-9 and from buoys No. 6-9 to buoys No. 8-9A of the Sai Gon-Vung Tau fairway) and the two areas have highest risk of grounding (the Vung Tau coastline from Ganh Hao to Sao Mai and an area in the Ganh Rai Gulf). In addition, the result of a questionnaire survey on a group of Pilots shows that wind, current and rain/fog have considerable negative effect to ship handling of large vessels in this area. This paper's results will be used in the further research to discover solutions for improving marine traffic safety in the Vung Tau Waterway.

Evaluating GHG Emissions Reduced by Real-time Traffic Information in Gasoline Vehicle (실시간교통정보 이용에 따른 가솔린차량의 온실가스 저감효과 평가)

  • Kim, Jun-Hyung;Um, Jung-Sup
    • Journal of Korean Society for Atmospheric Environment
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    • v.27 no.4
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    • pp.443-453
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    • 2011
  • Real-time Traffic Information Service could play a key role in reducing incomplete combustion time remarkably since it can provide traffic information in real-time basis. Emission characteristics of test engines were studied in terms of travel distance and speed. The present study focused on a north district in Daegu, 12 km. The driving for the emission test was done at 8AM, 3PM, 7PM which represents various traffic conditions. The reduced emissions of Greenhouse Gases (GHG) have been measured for a travel distance running at different loads (conventional shortest route and Real-time Traffic Information) and GHG ($CO_2$, $CH_4$, $N_2O$) are all inventoried and calculated in terms of existing emission factors. The emission of GHG has been shown to reduce linearly with travel distance: $CO_2$ (9.15%), $CH_4$ (18.43%), $N_2O$(18.62%).

Geotechnical problems in flexible pavement structures design

  • Mato G. Uljarevic;Snjezana Z. Milovanovic;Radovan B. Vukomanovic;Dragana D. Zeljic
    • Geomechanics and Engineering
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    • v.32 no.1
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    • pp.35-47
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    • 2023
  • Deformability of road pavements in the form of ruts represent a safety risk for road users. In the procedures for dimensioning the pavement structure, the requirement that such deformations do not occur is imperatively included, which results in the appropriate selection of elements (material, geometry) of the pavement structure. Deformability and functionality, will depend of the correct design of pavement structure during exploitation period. Nevertheless, there are many examples where deformations are observed on the pavement structure, in the form of rutting at parts of the road with relatively short length, realised in the same climatic and the same geoenvironmental conditions. The performed analysis of deformability led to the conclusion that the level of deformation is a function of the speed of traffic. This effect is observed on city roads, but also outside of urban areas at roads with speed limits are significant, due to the traffic management, traffic jams (intersections, etc.). Still, the lower speed cause greater deformations. The authors tried to describe the deformability of flexible pavement structures, from the aspects of geotechnical problems, as a function of driving speed. Outcome of the analysis is a traffic load correction coefficient, in terms of using the existing methods of flexible pavement structures design.

A Traffic Distribution Scheme for Connectionless Data Service using Multi-Path in ATM Networks (ATM 망에서 다중 경로를 이용한 비연결형 트랙픽의 분산 기법)

  • 서원석;오영열;김석규;이배용;이상배
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.21 no.1
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    • pp.103-118
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    • 1996
  • With the advent of B-ISDN based on ATM technonlogy, ther are increasing needs for the interconnection of existing LAN/MAN's through ATM networks. ATM networks, therefore, must provide connectionless service. In this paper, the traffic distributio scheme using multi-path is proposed to support efficient connectionless service in ATM networks. Because the proposed scheme distributed the bursty traffic arrived in the interworking unit (IWU) and the connectionless server (CLS) from LAN-terminals, it alleviates the packet loss ratio caused by buffer overflow at IWU/CLS and is able to use nettowrk resources efficiently according to the network conditions and the amount of the traffic arrived at IWU/CLS. This paper presents the distribution algorithm and the IWU/CLS, CLS-CLS closed-loop rate control scheme.

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Chaotic Features for Traffic Video Classification

  • Wang, Yong;Hu, Shiqiang
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • v.8 no.8
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    • pp.2833-2850
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    • 2014
  • This paper proposes a novel framework for traffic video classification based on chaotic features. First, each pixel intensity series in the video is modeled as a time series. Second, the chaos theory is employed to generate chaotic features. Each video is then represented by a feature vector matrix. Third, the mean shift clustering algorithm is used to cluster the feature vectors. Finally, the earth mover's distance (EMD) is employed to obtain a distance matrix by comparing the similarity based on the segmentation results. The distance matrix is transformed into a matching matrix, which is evaluated in the classification task. Experimental results show good traffic video classification performance, with robustness to environmental conditions, such as occlusions and variable lighting.