莫斯科智能交通系统数据的确定性-随机模型伯努利近似解释

A. Bugaev, A. Tatashev, M. Yashina, O. Lavrov, E. A. Nosov
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引用次数: 4

摘要

大数据技术的发展可以详细测量高速公路上的交通流量。流动动力学取决于许多参数,特别是社会和经济参数。根据对德国高速公路的测量结果,B.S. Kerner得出结论,已知的数学交通模型并不总是合适的。拥塞流是非常不稳定的,因此,了解真实的状态函数是很重要的,它显示了流强度与密度的依赖关系。莫斯科建立了一个智能交通系统。该系统对流量特性数据进行采集。本文开发了一种算法,利用该算法标定交通数学模型。该模型基于确定性-随机方法和同步或异步排除过程的概念。模型参数是根据莫斯科列宁格勒斯基勘探区的测量数据设置的,测量数据使用的是智能交通系统SS125 - Traffic Sensor Smartsensor Wavetronix。2011年的数据不是很准确。然而,这些数据包含了一天中任何一分钟的强度、密度、速度和车辆类型的信息。2019年的测量数据更准确,但只测量了每个方向的总交通强度。本文开发的算法基于2019年的数据,用于估计交通密度和速度动态。我们考虑了一个版本的均匀流模型和两个版本的非均匀流模型。其中一个版本是一个新模型。
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Interpretation of Intelligent Transport Systems Data in Moscow for Bernoulli Approximation of Deterministic-Stochastic Model
The BigData technology development allows to measure traffic flows on highways in detail. The flow dynamics depends on many parameters, in particular social and economical parameters. Based on the results of measurements on highways in Deutschland, B.S. Kerner has concluded that the known mathematical traffic models are not always adequate. The congested flows are very unstable, and, therefore, it is important to know the real function of state, which shows the dependence of the flow intensity on the density. In Moscow, an intellectual transport system has been created. This system collects the data on the flow characteristics. In this paper, an algorithm has been developed such that this algorithm calibrates a traffic mathematical model. This model is based on the deterministic-stochastic approach and concepts of synchronous or asynchronous exclusion processes. The model parameters are set based on data of measurements made on a section of Leningradsky prospect in Moscow with the intellectual transport system SS125 - Traffic Sensor Smartsensor Wavetronix. Data of year 2011 are not very accurate. However, these data contain information on the intensity, density, velocity and vehicle types for any minute segment during a day. The data of measurements made in 2019 are more accurate but only total traffic intensity in each direction were measured. The algorithm, developed in this paper, is used for the estimation of the traffic density and velocity dynamics based on the data of 2019 year. We consider a version of homogeneous flow model and two versions of heterogeneous flow model. One of these versions is a new model.
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