Dynamics of urban traffic congestion: A kinetic Monte Carlo approach to simulating collective vehicular dynamics

N. AbdulMajith, S. Sinha
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引用次数: 2

Abstract

Transitions observed in the dynamical patterns of vehicular traffic, for instance, as a result of changes in traffic density, form an important class of phenomena that is sought to be explained by large-scale modeling using many interacting agents. While the dynamics of highway traffic has been the subject of intense investigation over the last few decades, there is as yet comparatively little understanding of the patterns of urban traffic. The macroscopic collective behavior of cars in the network of roads inside a city is marked by relatively high vehicular densities and the presence of signals that coordinate movement of cross-flowing traffic traveling along several directions. In this article, we have presented a novel kinetic Monte Carlo simulation approach for studying the dynamics of urban traffic congestion. This allows us to study continuous-time, continuous-space models of traffic flow in the presence of stochastic fluctuations, which contrast with the dominant paradigm of cellular automata models. We first reproduce well-known results of such discrete models for traffic flow in the absence of any intersections, and then, show the corresponding behavior in the presence of an intersection where cross-flowing traffic is regulated by a signal. The fundamental diagram of traffic flow in the presence of a signal shows a broad plateau indicating that the flow is almost independent of small variations in vehicle density for an intermediate range of densities. This is unlike the case where there are no intersections, where a sharp transition is observed between free flow behavior and jamming on changing vehicle density. The distribution of congestion times shows a power-law scaling regime over an extended range for the stochastic case when exponential-like right skewed probability distributions are used. These results reproduce in a simple setting the empirically observed power-law behavior in congestion time distributions for Indian urban traffic that is validated here with a much larger data-set.
城市交通拥挤动力学:一种动态蒙特卡罗方法来模拟集体车辆动力学
例如,在车辆交通的动态模式中观察到的转变,作为交通密度变化的结果,形成了一类重要的现象,试图通过使用许多相互作用的代理进行大规模建模来解释。虽然在过去的几十年里,高速公路交通的动态一直是深入研究的主题,但人们对城市交通模式的了解相对较少。城市内道路网络中汽车的宏观集体行为表现为相对较高的车辆密度和信号的存在,这些信号协调了沿多个方向行驶的交叉车流的运动。在本文中,我们提出了一种新的动力学蒙特卡罗模拟方法来研究城市交通拥堵的动力学。这使我们能够研究存在随机波动的连续时间、连续空间交通流模型,这与元胞自动机模型的主导范式形成对比。我们首先在没有任何交叉路口的情况下再现这种离散交通流模型的众所周知的结果,然后,在交叉路口存在时显示相应的行为,其中交叉流动的交通由信号调节。有信号时的交通流基本图显示了一个广泛的平台,表明在中间密度范围内,交通流几乎不受车辆密度的小变化的影响。这与没有十字路口的情况不同,在十字路口,可以观察到自由流动行为和车辆密度变化时的堵塞之间的急剧转变。当使用指数型右偏态概率分布时,在随机情况下,拥塞时间的分布在扩展范围内显示幂律缩放制度。这些结果在一个简单的设置中再现了经验观察到的印度城市交通拥堵时间分布的幂律行为,在这里用更大的数据集进行了验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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