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A stochastic jump process applied to traffic flow modelling

机译:随机跳跃过程应用于交通流建模

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The paper presents the main aspects of a stochastic conservative model of the evolution of the number of vehicles per road section. The model, defined in continuous time on a discrete space, follows a misanthrope Markovian process. It is a mesoscopic traffic model in the following sense: the vehicles are individually considered, but their dynamics are aggregated per section. The model parameters are supply and demand functions in equilibrium (i.e. a fundamental diagram). In order to model flows on a traffic network, different schemes of junction dynamics are proposed. The model properties in transient and stationary states are investigated analytically in simple cases and by simulation. The results show that the process presents classical properties of deterministic macroscopic model such as the propagation of shock or rarefaction wave for Riemann initial condition. On the other hand, one observes phenomena usually related to high order models, such as a wide scattering of the flow performances or the propagation (backward or forward according to the density level) of local perturbations, due to the stochasticity.
机译:本文介绍了每条路段车辆数量演变的随机保守模型的主要方面。该模型是在不连续空间上连续时间定义的,它遵循不适应人类的马尔可夫过程。从以下意义上讲,它是一种介观的交通模型:车辆被单独考虑,但其动力是按路段汇总的。模型参数是处于均衡状态的供求函数(即基本图)。为了对交通网络上的流量进行建模,提出了不同的路口动力学方案。在简单情况下,通过仿真来分析瞬态和静态状态下的模型属性。结果表明,该过程展现了确定性宏观模型的经典性质,例如针对黎曼初始条件的激波或稀疏波的传播。另一方面,由于随机性,人们通常会观察到与高阶模型有关的现象,例如流动性能的广泛分散或局部扰动的传播(根据密度水平向后或向前)。

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