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An Improved Macro Model of Traffic Flow with the Consideration of Ramps and Numerical Tests

机译:考虑坡道和数值试验的改进交通流宏模型

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摘要

We present an improved macro model for traffic flow based on the existing models. The equilibrium point equation of the model is obtained. The stop-and-go traffic phenomenon is described in phase plane and the relationship between traffic jams and system instability is clearly shown in the phase plane diagrams. Using the improved model, some traffic phenomena on a highway with ramps are found in this paper. The numerical simulation is carried out to investigate various nonlinear traffic phenomena with a single ramp generated by different initial densities and vehicle generation rates. According to the actual road sections of Xi'an-Baoji highways, the situations of morning peak with several ramps are also analyzed. All these results are consistent with real traffic, which shows that the improved model is reasonable.
机译:我们在现有模型的基础上提出一种改进的交通流宏模型。得到了模型的平衡点方程。在相平面中描述了走走停停的交通现象,在相平面图中清楚地显示了交通拥堵与​​系统不稳定之间的关系。使用改进的模型,本文发现了在具有匝道的高速公路上的一些交通现象。进行了数值模拟,以研究由不同初始密度和车辆发电率产生的单个斜坡产生的各种非线性交通现象。根据西安宝鸡高速公路的实际路段,分析了多条坡道的早晨高峰情况。所有这些结果与实际流量一致,表明改进的模型是合理的。

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  • 来源
    《Mathematical Problems in Engineering》 |2015年第21期|136451.1-136451.13|共13页
  • 作者单位

    Northwestern Polytech Univ, Coll Automat, Xian 710072, Shaanxi, Peoples R China;

    Northwestern Polytech Univ, Coll Automat, Xian 710072, Shaanxi, Peoples R China;

    Northwestern Polytech Univ, Coll Automat, Xian 710072, Shaanxi, Peoples R China;

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