Resilience-Based Adaptive Traffic Signal Strategy against Disruption at Single Intersection
Publication: Journal of Transportation Engineering, Part A: Systems
Volume 148, Issue 5
Abstract
Following major hazards and incidents, it is crucial to mitigate the congestion at intersections of urban traffic systems with disruptions; maximize the evacuation, rescue, and recovery efficiency; and prevent a hazard from turning into a disaster. An optimized traffic signal design strategy can effectively contribute to maintaining an efficient traffic system operation despite various disruptions. Most of the existing studies focused on static and generic congestion scenarios during the recovery stage, rather than realistic time-progressive scenarios covering the whole process following a disruption. An adaptive traffic signal control strategy in response to traffic disruptions at a single intersection is proposed by covering both the incident and recovery stages. Dynamic phase selection (DPS) technology is applied to adjust the traffic signal control plan adaptively during the incident stage, while the queue length dissipation (QLD) algorithm is adopted to carry out optimal green time calculation during the recovery stage. The proposed methodology is demonstrated by considering disruptions caused by several typical vehicle crashes at intersections. The proposed DPS+QLD traffic signal strategy is found to improve the resiliency of a typical intersection against disruptions by clearing queues faster, reducing overall traffic loss time, and maintaining stable mobility with superior performance over conventional fixed and actuated traffic signal plans.
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Data Availability Statement
Intersection modeling information is from the City of Fort Collins (see https://www.fcgov.com/traffic/traffic-count-disclaimer). SUMO is an open-source traffic simulation software that is free to access from: https://sumo.dlr.de/docs/index.html. Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The work presented in this paper was conducted with support from the Mountain-Plains Consortium, a University Transportation Center funded by the US Department of Transportation and the US Department of Energy’s Office of Energy Efficiency and Renewable Energy (EERE). The specific organization overseeing this report is the Vehicle Technologies Office under Award No. DE-EE0008468. The contents of this paper reflect the views of the authors, who are responsible for the facts and accuracy of the information presented. The authors would also like to acknowledge the traffic operation unit of the City of Fort Collins for providing the traffic data used in this study.
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© 2022 American Society of Civil Engineers.
History
Received: May 18, 2021
Accepted: Jan 6, 2022
Published online: Feb 28, 2022
Published in print: May 1, 2022
Discussion open until: Jul 28, 2022
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