不稳定性
瓶颈
物理
微观交通流模型
车头时距
流量(计算机网络)
流量(数学)
机械
三相交通理论
流速
模拟
计算机科学
数学
交通拥挤
统计
基于Kerner三相理论的交通拥堵重构
工程类
交通生成模型
运输工程
嵌入式系统
计算机安全
作者
Vincent Wiering,Sergey L. Klenov,Boris S. Kerner,Michael Schreckenberg
出处
期刊:Physical review
日期:2022-11-10
卷期号:106 (5)
被引量:1
标识
DOI:10.1103/physreve.106.054306
摘要
With the use of simulations of a stochastic microscopic traffic model in the framework of the three-phase traffic theory, we have revealed the statistical physics of a traffic flow instability with respect to a transition from synchronized flow (S) to free flow (F) (Kerner's S→F instability) at a moving bottleneck (MB) occurring through a slow-moving vehicle in vehicular traffic. We have found that the S→F instability can occur at the MB more frequently than at an on-ramp bottleneck. From a comparison of the occurrence of the S→F instability at the MB and on-ramp bottleneck at the same probability of traffic breakdown and the same flow rate it has been found that, whereas the frequency of the S→F instability at the on-ramp bottleneck barely changes, the larger the velocity of the MB, the more frequently the S→F instability occurs at the MB. Contrarily, when the MB velocity decreases considerably, then rather than the S→F instability, in synchronized flow at the MB the classical traffic flow instability leading to the emergence of wide-moving jams (S→J instability) occurs. It has been found that the physics of the intensification of the S→F instability at the MB with the increase in the MB velocity is associated with the increase in the mean space gap (mean time headway) between vehicles in synchronized flow. For this reason, when the MB velocity increases, there is an MB velocity at which the S→F instability dominates the S→J instability: The MB velocity influences considerably on the competition between the S→F and classical traffic flow instabilities in synchronized flow.
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