Abstract

Transit signal priority (TSP) is an effective control strategy to improve transit operations on the urban network. However, the TSP may sacrifice the right-of-way of vehicles from side streets which have only few transit vehicles; therefore, how to minimize the negative impact of TSP strategy on the side streets is an important issue to be addressed. Concerning the typical mixed-traffic flow pattern and heavy transit volume in China, a bilevel model is proposed in this paper: the upper-level model focused on minimizing the vehicle delay in the nonpriority direction while ensuring acceptable delay variation in transit priority direction, and the lower-level model aimed at minimizing the average passenger delay in the entire intersection. The parameters which will affect the efficiency of the bilevel model have been analyzed based on a hypothetical intersection. Finally, a real-world intersection has been studied, and the average vehicle delay in the nonpriority direction decreased 11.28 s and 22.54 s (under different delay variation constraint) compared to the models that only minimize average passenger delay, while the vehicle delay in the priority direction increased only 1.37 s and 2.87 s; the results proved the practical applicability and efficiency of the proposed bilevel model.

Highlights

  • Traffic congestion in urban area significantly undermines the mobility of the city [1]

  • Transit signal priority (TSP) is a time priority technology which has been used extensively to improve the efficiency of transit vehicles by providing them priorities at signalized intersections

  • The proposed bilevel model provides a new method to reach a state of equilibrium between priority and nonpriority directions at a signalized intersection

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Summary

Introduction

Traffic congestion in urban area significantly undermines the mobility of the city [1]. Time priority mainly refers to providing signal priority for transit to cross the signalized intersection. Adopting advanced traffic signal control techniques to optimize signal timing plan is an effective way to enhance the efficiency of transit vehicles. In order to solve this problem, this paper proposed a bilevel optimization model to minimize the impact of transit signal priority on side streets, while ensuring the efficiency of transit signal priority. The proposed bilevel model provides a new method to reach a state of equilibrium between priority and nonpriority directions at a signalized intersection. This method overcomes the challenge born by the conventional transit signal priority which cares little about the impact of TSP strategy on side streets

Literature Review
Problem Description and Model Development
Methodology
Constraints
Solution Procedure
Numerical Experiments
Findings
Method and evaluation
Full Text
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