Mixed Traffic Behaviour in Heavy Flow: Two-Lane Road Insights

Guru Sharan Mishra
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Abstract

The current paper outlines a comprehensive methodology for modeling speed data on two-lane roads during periods of heavy traffic characterized by heterogeneous vehicle types. In such scenarios, the presence of diverse vehicle types causes a significant departure from the normal speed distribution model. This deviation becomes particularly pronounced during heavy traffic flows due to the frequent interactions among vehicles within the traffic stream. Consequently, there arises a necessity to develop a modeling approach specifically tailored to such flow conditions. Drawing upon empirical data collected from a major intercity road in India, this study uncovers a notable skewness in speed data under heavy traffic conditions. This skewness primarily stems from the formation of vehicle platoons within the traffic stream, exerting a substantial influence on their speed characteristics. By scrutinizing the distribution of this data, the study concludes that a logarithmic transformation effectively aligns with the assumption of normality. This assertion is supported by various goodness-of-fit metrics, affirming the suitability of the proposed modeling approach for capturing the intricacies of speed behavior in heterogeneous traffic environments.
大流量混合交通行为:双车道道路的启示
本文概述了一种综合方法,用于对交通繁忙时期双车道道路的速度数据进行建模,其特点是车辆类型各异。在这种情况下,不同类型车辆的存在会导致速度分布模型严重偏离正常速度分布模型。由于交通流中车辆之间频繁的相互作用,这种偏差在交通流量大时尤为明显。因此,有必要开发一种专门针对此类交通流条件的建模方法。本研究利用从印度一条主要城际道路上收集的经验数据,发现在交通流量大的情况下,速度数据存在明显的偏斜。这种偏斜主要源于交通流中车辆排成的队形,对其速度特征产生了重大影响。通过仔细研究这些数据的分布,研究得出结论,对数变换有效地符合正态性假设。这一结论得到了各种拟合优度指标的支持,肯定了所提出的建模方法适用于捕捉异构交通环境中错综复杂的速度行为。
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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