• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 59 Issue 5
Oct.  2024
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Article Contents
YANG Tao, MA Yuqin, LIU Meng, YAO Zhihong, JIANG Yangsheng. Vehicle Trajectory Reconstruction Model of Signalized Intersection in Connected Automated Environments[J]. Journal of Southwest Jiaotong University, 2024, 59(5): 1148-1157. doi: 10.3969/j.issn.0258-2724.20220321
Citation: YANG Tao, MA Yuqin, LIU Meng, YAO Zhihong, JIANG Yangsheng. Vehicle Trajectory Reconstruction Model of Signalized Intersection in Connected Automated Environments[J]. Journal of Southwest Jiaotong University, 2024, 59(5): 1148-1157. doi: 10.3969/j.issn.0258-2724.20220321

Vehicle Trajectory Reconstruction Model of Signalized Intersection in Connected Automated Environments

doi: 10.3969/j.issn.0258-2724.20220321
  • Received Date: 28 Apr 2022
  • Rev Recd Date: 17 Sep 2022
  • Available Online: 22 Nov 2023
  • Publish Date: 19 Sep 2022
  • Vehicle trajectory data provides abundant spatial-temporal traffic flow information, which can be used for traffic research. Traditional vehicle trajectory models mostly focus on the artificial driving environment and fail to consider the impact of mixed traffic flows composed of regular vehicles (RVs), connected vehicles (CVs), and connected automated vehicles (CAVs). To solve this problem, a full sample vehicle trajectory reconstruction model of signalized intersections in connected automated environments was proposed. Firstly, the composition of vehicles at signalized intersections of urban roads and the passage of queues in connected automated environments were analyzed. Secondly, a model for estimating the number of trajectories of mixed traffic flows on urban roads was constructed, and the concept of virtual vehicles was further proposed to estimate the traffic status of different vehicles according to the queuing of front and rear vehicles. Finally, a numerical simulation test was designed to analyze the influence of traffic flow density and penetration rate of CAVs and CVs on the model, and the model was verified by NGSIM data. The results show that the error of the number and position of the model decreases with the increase in traffic flow density and the penetration rate of CAVs and CVs. For example, when the traffic flow density increases from 20 veh/km to 50 veh/km, both the error of the number and position of the model shows a decreasing trend, and the maximum error is no more than 6.88% and 8.02 m. Compared with that of CVs, the penetration rate of CAVs has a greater impact on the model results.

     

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