Outline

Ingegneria Sismica

Ingegneria Sismica

Deep learning joint decision model of variable speed limit and ramp control for freeway traffic flow control

Author(s): Songhao Ge1
1Automotive College of Anyang Vocational and Technical College Anyang 455000, Henan, China
Ge, Songhao. “Deep learning joint decision model of variable speed limit and ramp control for freeway traffic flow control.” Ingegneria Sismica Volume 43 Issue 2: 1-22, doi:10.65102/is2026689.

Abstract

A deep learning joint decision model of variable speed limit and on-ramp control for traffic flow control was proposed to solve the problems of mutual isolation, feedback lag and insufficient coordination between the main line speed limit regulation and on-ramp control in the bottleneck area of expressway. The model integrates roadside sensing data, short-term state prediction and closed-loop feedback update mechanism, and synchronously generates the main line speed limit level and ramp release strategy in a unified state space to achieve collaborative suppression of speed attenuation, density accumulation and queue diffusion. Experiments were carried out based on 12.4 km continuous bottleneck road, two on-ramps and 16 weeks of traffic data. The results show that compared with the fixed speed limit strategy, the proposed method increases the average speed of the main line by 10.4%, increases the traffic per unit hour by 10.5%, reduces the congestion duration by 50.6%, and decreases the average queue length of the ramp by 46.4%. The research shows that the joint control framework driven by deep learning can improve the real-time performance, stability and overall efficiency of highway traffic regulation.

Keywords
freeway traffic flow control; Variable speed limit; Ramp metering; Joint Decision Making with Deep Learning

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