Connected Vehicle Data-Driven Robust Optimization for Traffic Signal Timing: Modeling Traffic Flow Variability and Errors

IF 9.1 1区 工程技术 Q1 ENGINEERING, CIVIL
Chaopeng Tan;Yue Ding;Kaidi Yang;Hong Zhu;Keshuang Tang
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引用次数: 0

Abstract

Recent advancements in Connected Vehicle (CV) technology have prompted research on leveraging CV data for more effective traffic management. However, existing studies on CV-based signal control share a common shortcoming in that they all ignore traffic flow estimation errors in their modeling process, which is inevitable due to the sampling observation nature of CVs. This study proposes a CV data-driven robust optimization framework for traffic signal timing, accounting for both traffic flow variability and estimation errors. First, we propose a general CV data-driven deterministic optimization model (CV-DO) that can be widely applied to various scenarios, including under-/over-saturated and fixed-/real-time signalized intersections. Then, we propose a novel CV data-driven uncertainty set of arrival rates, circumventing the error-prone estimation process and accounting for both traffic flow variability errors. Finally, a CV data-driven robust optimization model (CV-RO) is formulated to explicitly handle arrival rate uncertainties. Employing the robust counterpart approach, this robust optimization problem can be converted to deterministic mixed-integer linear programming problems that can be solved efficiently with exact solutions. The evaluation results at a real-world intersection highlight the superior performance of the CV-RO model compared to the deterministic model and traditional methods across various scenarios. At different levels of traffic flow fluctuations, CV-RO can reduce delays by 5-26% compared to CV-DO at fixed-time signalized intersections with 0.1 CV penetration rate. The results on a real-time signalized network show that CV-RO can reduce 5% delays compared to the CV-DO model and 35.5% delays compared to actuated control at a 0.3 penetration rate.
交通信号配时的互联车辆数据驱动鲁棒优化:交通流变异性和误差建模
互联汽车(CV)技术的最新进展推动了利用CV数据进行更有效交通管理的研究。然而,现有的基于cv的信号控制研究都有一个共同的缺点,即在建模过程中都忽略了交通流估计误差,这是由于cv的采样观测性质所导致的。本研究提出了一个CV数据驱动的交通信号配时鲁棒优化框架,同时考虑了交通流的可变性和估计误差。首先,我们提出了一个通用的CV数据驱动的确定性优化模型(CV- do),该模型可以广泛应用于各种场景,包括欠饱和/过饱和和固定/实时信号交叉口。然后,我们提出了一种新的CV数据驱动的到达率不确定性集,避免了容易出错的估计过程,并考虑了交通流可变性误差。最后,建立了CV数据驱动的鲁棒优化模型(CV- ro)来显式处理到达率的不确定性。采用鲁棒对偶方法,该鲁棒优化问题可转化为确定性混合整数线性规划问题,该问题可以用精确解高效求解。仿真结果表明,CV-RO模型在不同场景下的性能优于确定性模型和传统方法。在不同的交通流量波动水平下,CV渗透率为0.1的固定时间信号交叉口,CV- ro比CV- do可减少5-26%的延误。在实时信号网络上的实验结果表明,当渗透率为0.3时,CV-RO模型比CV-DO模型延迟减少5%,比驱动控制延迟减少35.5%。
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来源期刊
IEEE Transactions on Intelligent Transportation Systems
IEEE Transactions on Intelligent Transportation Systems 工程技术-工程:电子与电气
CiteScore
14.80
自引率
12.90%
发文量
1872
审稿时长
7.5 months
期刊介绍: The theoretical, experimental and operational aspects of electrical and electronics engineering and information technologies as applied to Intelligent Transportation Systems (ITS). Intelligent Transportation Systems are defined as those systems utilizing synergistic technologies and systems engineering concepts to develop and improve transportation systems of all kinds. The scope of this interdisciplinary activity includes the promotion, consolidation and coordination of ITS technical activities among IEEE entities, and providing a focus for cooperative activities, both internally and externally.
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