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Cooperative traffic control of a mixed network with two urban regions and a freeway

机译:具有两个城市区域和一个高速公路的混合网络的协同交通控制

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摘要

Currently most optimization methods for urban transport networks (ⅰ) are suited for networks with simplified dynamics that are far from real-sized networks or (ⅱ) apply decentralized control, which is not appropriate for heterogeneously loaded networks or (ⅲ) investigate good-quality solutions through micro-simulation models and scenario analysis, which make the problem intractable in real time. In principle, traffic management decisions for different sub-systems of a transport network (urban, freeway) are controlled by operational rules that are network specific and independent from one traffic authority to another. In this paper, the macroscopic traffic modeling and control of a large-scale mixed transportation network consisting of a freeway and an urban network is tackled. The urban network is partitioned into two regions, each one with a well-defined Macroscopic Fundamental Diagram (MFD), i.e. a unimodal and low-scatter relationship between region density and outflow. The freeway is regarded as one alternative commuting route which has one on-ramp and one off-ramp within each urban region. The urban and freeway flow dynamics are formulated with the tool of MFD and asymmetric cell transmission model, respectively. Perimeter controllers on the border of the urban regions operating to manipulate the perimeter interflow between the two regions, and controllers at the on-ramps for ramp metering are considered to control the flow distribution in the mixed network. The optimal traffic control problem is solved by a Model Predictive Control (MPC) approach in order to minimize total delay in the entire network. Several control policies with different levels of urban-freeway control coordination are introduced and tested to scrutinize the characteristics of the proposed controllers. Numerical results demonstrate how different levels of coordination improve the performance once compared with independent control for freeway and urban network. The approach presented in this paper can be extended to implement efficient real-world control strategies for large-scale mixed traffic networks.
机译:当前,大多数城市交通运输网络优化方法(ⅰ)适用于动态动力学较简单的网络,而不是实际网络;或者(apply)应用分散控制,不适用于异构负载网络;或者(investigate)研究质量好通过微观仿真模型和情景分析解决方案,使问题实时棘手。原则上,传输网络(城市,高速公路)的不同子系统的流量管理决策由特定于网络且独立于一个流量管理机构到另一个流量管理机构的操作规则控制。本文研究了由高速公路和城市网络组成的大规模混合交通网络的宏观交通建模和控制。城市网络被分为两个区域,每个区域都有一个定义明确的宏观基本原理图(MFD),即区域密度与流出之间的单峰关系和低分散关系。高速公路被认为是另一种通勤路线,在每个市区内都有一个匝道和一个匝道。分别使用MFD和非对称单元传输模型来制定城市和高速公路的流动动力学。城市区域边界上的周边控制器用于操纵两个区域之间的周边互流,而用于匝道计量的坡道上的控制器被认为可控制混合网络中的流量分布。最佳流量控制问题通过模型预测控制(MPC)方法得以解决,以使整个网络中的总延迟最小。引入并测试了几种具有不同水平的城市-高速公路控制协调的控制策略,以检查拟议控制器的特性。数值结果表明,与高速公路和城市网络的独立控制相比,不同程度的协调如何提高性能。本文中介绍的方法可以扩展为对大型混合交通网络实施有效的现实世界控制策略。

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