Abstract

Ramp metering is an effective measure to alleviate freeway congestion. Traditional methods were mostly based on fixed-sensor data, by which origin-destination (OD) patterns cannot be directly collected. Nowadays, trajectory data are available to track vehicle movements. OD patterns can be estimated with weaker assumptions and hence closer to reality. Ramp metering can be improved with this advantage. This paper extracts OD patterns with historical trajectory data. A validation test is proposed to guarantee the sample representativeness of vehicle trajectories and then implement coordinated ramp metering based on the contribution of on-ramp traffic to downstream bottleneck sections. The contribution is determined by the OD patterns. Simulation experiments are conducted under real-life scenarios. Results show that ramp metering with trajectory data increases the throughput by another 4% compared with traditional fixed-sensor data. The advantage is more significant under heavier traffic demand, where traditional control can hardly relieve the situation; in contrast, our control manages to make congestion dissipate earlier and even prevent its forming in some sections. Penetration of trajectory data influences control effects. The minimum required penetration of 4.0% is determined by a t-test and the Pearson correlation coefficient. When penetration is less than the minimum, the correlation between the estimation and the truth significantly drops, OD estimation tends to be unreliable, and control performance becomes more sensitive. The proposed approach is effective in recurrent freeway congestion with steady OD patterns. It is ready for practice and the analysis supports the real-world application.

Highlights

  • Ramp metering has been proved to be an effective measure to relieve freeways congestion

  • For demand level of 120%, the average travel time is increased by 6% with loop data and reduced by 11% with

  • The bottleneck algorithm is implemented with different data sources—loop data and trajectory data

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Summary

Introduction

Ramp metering has been proved to be an effective measure to relieve freeways congestion. Researches on ramp metering can be dated back to 1965 when Wattleworth first proposed a linear programming model to generate a fixed-time control scheme to alleviate peak-hour freeway congestion with static origin-destination (OD) information [3]. With the development of traffic detection technology, many methods were proposed to estimate OD with different data sources They can be divided into two categories—the fixed-sensor-based methods and the trajectory-based ones. If traffic parameters estimated by trajectory data could be applied to ramp metering, the control performance is supposed to be improved. The contribution of this paper includes (1) proposing and implementing coordinated ramp metering with real trajectory data; (2) comparing the control performance of the proposed approach and the traditional method under different traffic demand intensity; (3) analyzing the influence of penetration rate on control performance and determining a minimum value.

Bottleneck Algorithm
Weights Calibration
Simulation Experiments
Results and Analysis
Sensitivity Analysis
Conclusion
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