Abstract

Coordinated intersection management (CIM) has gained more attention with the advance of connected and autonomous vehicle technology. The optimization of passing schedules and conflict separation between conflicting vehicles are usually conducted based on the predefined travelling paths through the intersection area in the CIM. In real-world implementation, however, the diversity of turn paths exists due to multiple factors such as various vehicle sizes and automation control algorithms. The aim of this paper is to investigate how the variation in left-turn paths affects the feasibility and viability of optimal passing schedules, as well as the safety and efficiency of intersection operation. To do this, we start with identifying six typical left-turn paths to represent the variation. A scenario-based simulation is first conducted by using each of the paths as the nominal path. The optimal schedules and the corresponding alternative schedules are generated to calculate indicators for nominal performance, average performance, and robustness. The best path is selected in terms of schedule optimality and robustness. With schedules obtained by solving CIM models using the selected path, the left-turning CAVs are assumed to travel along one of the six paths randomly to simulate the path divergence. A surrogate safety measure, PET, is utilized to assess the safety of the intersection under CIM. The theoretical PET with the nominal path and the actual PET with the random path are calculated for each conflict event. Comparisons of two PET sets show the increase in conflict risk and vehicle delay. The conclusion can be drawn that the variation in left-turn paths causes the decline in safety level and travelling efficiency and should be considered in the CIM model to ensure safe and efficient implementation in the intersection.

Highlights

  • Connected and autonomous vehicles, which react faster than human drivers and have communication functions, provide a promising approach to improve traffic operations while maintaining the maximum safety level for urban traffic network

  • With the implementation of techniques including vehicle-to-vehicle (V2V)/vehicle-to-infrastructure (V2I) communication and vehicle automation, coordinated intersection management (CIM) or autonomous intersection management (AIM) is proposed as a new intersection management method for signal-free intersections under 100% connected and autonomous vehicle (CAV) environment [1], which indicates that vehicles communicate with intersections and/or other vehicles to cooperate to pass an intersection without collisions

  • We conducted the initial study to analyse the effects by the simulation-based evaluation, including two approaches: the scenario-based approach of different left-turn paths and the Postencroachment Time (PET)-based approach with path divergence

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Summary

Introduction

Connected and autonomous vehicles, which react faster than human drivers and have communication functions, provide a promising approach to improve traffic operations while maintaining the maximum safety level for urban traffic network. With the decentralized approach of CIM, Zhang and Cassandras [13] used the turning radius of the circular path linking the approaching and destination lane to calculate the desirable times for vehicles’ making a turn, which was provided for coordinated control of vehicles passing through the intersection. Erefore, we propose a scenario-based approach to evaluate the effects of variation in left-turn paths on travel efficiency and safety performance of CIM. Based on the evaluation result, schedules are determined using the best path(s) and left-turning CAVs travel along the random leftturn paths according to the scheduled arrival times and desired speeds. Safety and travelling efficiency of the intersection are estimated based on the schedules and the actual operation with path divergence, respectively, and compared to assess the effects of the variation in left-turn paths. Conclusive comments are listed, and future research directions are discussed in the last section

CIM Scheduling Model
Simulation-Based Evaluation
Schedule k
Numerical Simulation and Result Analysis
Findings
Conclusions and Future
Full Text
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