Abstract

In ramp metering methods, the ALINEA algorithm is a very effective way and has been applied widely. But the critical occupancy in ALINEA algorithm is often difficult to obtain and not particularly accurate. It will greatly affect the performance of ALINEA algorithm. In this paper, an improved ALINEA algorithm, named CS-ALINEA, is proposed. In this method, the traffic flow is used to replace the occupancy as the control parameter and the control rate can be selected according to the congestion status reclassified adaptively. In the existing ramp control methods, to guarantee the traffic efficiency of mainstream, the impact of ramp overflow on ground road traffic is often ignored. In order to resolve this issue, the segmented control method is adopted in this paper. When the ramp queuing length exceeds the critical queue length, the signal timing scheme is adjusted by selecting the control rate to avoid the ramp overflow. The SUMO simulation platform is used to simulate the ramp control and test the CS-ALINEA algorithm. The experimental results show that the proposed method can optimize the ramp queuing length and reduce waiting time of vehicles while the efficiency of urban freeway can be guaranteed.

Highlights

  • With the rapid development of urban transportation, traffic congestion is becoming more and more serious

  • The CS-ALINEA proposed in this paper reclassifies the congestion status of the mainstream and adaptively selects the control rate to ensure the maximum throughout on the mainstream

  • The CS-ALINEA proposed in this paper is aimed at local ramp metering control

Read more

Summary

INTRODUCTION

With the rapid development of urban transportation, traffic congestion is becoming more and more serious. B. IMPROVEMENT OF ALINEA ALGORITHM WITH UPSTREAM SPEED AND FLOW The congestion status of the freeway can be judged according to the upstream speed of the ramp measured for each control cycle. R(k) represents the ramp metering rate of the kth cycle ramp; KF is the regulator parameter; rmax and rmin are the maximum and minimum ramp metering rate of the ramp signal control respectively; qrepresents the expected saturated flow in the mainstream of the freeway; vk−1 is the mean speed of the upstream vehicles in the k-1th cycle; qout (k − 1) is the flow coming from upstream and ramp to downstream in the k-1th cycle. When the mainstream enters a status of heavy congestion, the ramp is closed directly At this time, signal does not need to be controlled and r(k) is set to 0

CONSTRAINTS ON RAMP QUEUING
Findings
CONCLUSION
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.