Cross-cutting Issues

Documents

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  • Analysis of Introducing Intelligent Transport Systems in Asian Countries

    This paper describes the situations of Intelligent Transport Systems (ITS hereinafter) in developing countries, especially Asian countries and a study of recommended approaches to introduce ITS in a provisional country. So far, ITS has been regarded as a system for the developed countries. However, looking at traffic problems such as accidents and congestion, we recognize that developing countries have the same or worse situations compared to the developed countries.

    ITS America

    Kobe University - Graduate School of Science and Technology

    Presented at the 10th ITS Annual Conference and Exposition, May 1-4, 2000 Boston, MA

  • Analysis Of Road Performance And Traffic Demand Variations By The Seasons

    This paper investigates variations of road performance and traffic demand by the seasons on
    urban expressway. Authors have been analysing the influence of several external factors such
    as time of a day, day of a week, weather and commercial custom onto fluctuations of road
    performance and traffic demand in the former study (1). And it was concluded that all the
    factors except commercial custom have a big influence onto the performance and demand.
    The season is considered as a new external factor in this study. Travel time obtained by
    automatic license plate detector is used for grasping the road performance and its variation.
    The path flows estimated by a dynamic path flow estimation model are used as a traffic
    demand. For clarifying the reason of the road performance degradation, the relationship
    between the performance and the demand is analysed utilising cluster analysis. It is found that
    the season is one of the most important external factors on the variations of performance and
    demand.

    Kyoto Sangyo University

    Gifu University


    Presented at the 15th World Congress on Intelligent Transport Systems, November 16-20, 2008, New York, New York

  • Analysis Of Speed Data Derived From Cellular Probes

    Telvent Farradyne is a national leader in traffic technology planning, design, implementation,
    operation, and maintenance. As part of the support rendered to the Kansas City Scout freeway
    management system, Telvent conducted an evaluation of cellular probe technology for providing
    real-time traffic information. The particular system evaluated, TrafficSense from Cellint, uses
    cellular signals to assess a phone’s location and speed, and then data from all cell phone probes
    on a given segment are aggregated and stripped of personal information. The travel times or spot
    speeds are displayed on a web-based map or delivered to a transportation agency. Cellint and
    the Kansas Department of Transportation (KDOT) agreed to conduct a pilot project in the
    Kansas City area. From June 20 t o August 20, 2006, Cellint logged speed data for both
    directions of traffic on I-435 from Pflumm on the west end to the intersection of I-435, I-470,
    and US-71 on the east end. The Cellint data was compared with analogous data logged by
    Scout’s vehicle detector stations (VDS), which at that time were all inductive loop detectors.
    Following the completion of the evaluation period, several performance measures were
    investigated to determine their utility in comparing the two data sets. It should be noted that
    while Cellint can provide point to point travel times, the Scout VDS array on I-435 was too
    sparse at the time of the test to accommodate the calculation of travel times.

    Telvent Farradyne Inc.


    Presented at the 15th World Congress on Intelligent Transport Systems, November 16-20, 2008, New York, New York

  • Analysis of Temporal Characteristics of Traffic Congestion on Expressways Using Floating Car Data

    The primary objective of this paper is to study and analyze the temporal characteristics of
    traffic congestions and the associated speed distributions for congested expressways based on
    the Floating Car Data (FCD) in Beijing. First, the temporal distributions of congestions with
    different intensities are analyzed using the FCD of 5 workdays for a particular expressway
    Link N26376. Results show that the longer the continuous congestion lasts, the lower the
    speed distribution interval is. Then, the distribution curve is fitted, which finds that the
    Log-Logistic model can well describe the survival function distribution of the severe
    congestion durations for morning peak-hours of Tuesday. By comparison, it is found that the
    duration distribution value of severe congestions at the aggregation interval of 2-minute is
    lower than that at the 5-minute interval, and the duration distribution value of severe
    congestions on Link N26376 is higher than that on its downstream Links N24162 and N23971.
    Finally, the speed distributions in two proposed categories of congestion periods are analyzed
    and compared. Results show that if the speed in the present time period falls in a higher
    distribution interval, then the probability that the severe congestion will dissipate in the next
    time period will be higher.

    Authors: Lin Zhu, Lei Yu, Huimin Wen

    Presented at the 18th World Congress on ITS, October 2011, Orlando, Florida


  • Analysis of Temporal Characteristics of Traffic Congestion on Expressways using Floating Car Data

    The primary objective of this paper is to study and analyze the temporal characteristics of

    traffic congestions and the associated speed distributions for congested expressways based on

    the Floating Car Data (FCD) in Beijing. First, the temporal distributions of congestions with

    different intensities are analyzed using the FCD of 5 workdays for a particular expressway

    Link N26376. Results show that the longer the continuous congestion lasts, the lower the

    speed distribution interval is. Then, the distribution curve is fitted, which finds that the

    Log-Logistic model can well describe the survival function distribution of the severe

    congestion durations for morning peak-hours of Tuesday. By comparison, it is found that the

    duration distribution value of severe congestions at the aggregation interval of 2-minute is

    lower than that at the 5-minute interval, and the duration distribution value of severe

    congestions on Link N26376 is higher than that on its downstream Links N24162 and N23971.

    Finally, the speed distributions in two proposed categories of congestion periods are analyzed

    and compared. Results show that if the speed in the present time period falls in a higher

    distribution interval, then the probability that the severe congestion will dissipate in the next

    time period will be higher.

    School of Traffic and Transportation, Beijing Jiaotong University

    Texas Southern University

    Beijing Transportation Research Center

    Presented at the 18th World Congress on ITS, October 2011, Orlando, Florida

     

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