倾斜多车道道路混合车辆交通流模型

Delina Mshai Mwalimo, M. Wainaina, Winnie Kaluki
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摘要

本研究概述了Kerner的3阶段交通流理论,该理论认为交通流发生在三个阶段,即自由流动阶段、同步流动阶段和宽移动阻塞阶段。建立了考虑道路倾斜的宏观交通模型,并讨论了该模型的特点。通过构造Rienmann问题的解,将模型写成保守形式并进行数值求解。利用拉克斯-弗里德里希方法对倾斜多车道道路上的交通流进行了模拟。研究了多车道倾斜道路上汽车(快速行驶)和卡车(缓慢行驶)的交通流动力学问题。一般来说,卡车的行驶速度比汽车慢,在倾斜的道路上坡时,其速度明显降低,这就导致了移动瓶颈的出现。如果倾斜道路是多车道的,那么车辆会倾向于变道,目的是超车缓慢移动的瓶颈,以实现自由流动。移动瓶颈和换道事件影响了多车道道路上的交通动态,导致交通在自由流(F)和同步流(S)之间发生相变。因此,为了充分地描述这类交通流,模型应该考虑道路倾斜的影响。本研究提出通过交通流率与交通密度的基本图,最终通过宏观交通流模型速度动力学方程中的预期项来解释道路倾斜度。该模型的特征显示了移动瓶颈和倾斜多车道道路如何影响从自由流(F)到同步流(S)的交通转换。为了更好地管理和控制交通,我们需要正确认识交通挤塞。这将有助于道路设计师和交通工程师验证交通属性和特征,如速度(速度)、密度和流量等是否决定了交通流的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mixed Vehicular Traffic Flow Model on an Inclined Multilane Road
This study outlines the Kerner’s 3 phase traffic flow theory, which states that traffic flow occurs in three phases and these are free flow, synchronized flow and wide moving jam phase. A macroscopic traffic model that is factoring road inclination is developed and its features discussed. By construction of the solution to the Rienmann problem, the model is written in conservative form and solved numerically. Using the Lax-Friedrichs method and going ahead to simulate traffic flow on an inclined multi lane road. The dynamics of traffic flow involving cars(fast moving) and trucks(slow moving) on a multi-lane inclined road is studied. Generally, trucks move slower than cars and their speed is significantly reduced when they are moving uphill on an in- clined road, which leads to emergence of a moving bottleneck. If the inclined road is multi-lane then the cars will tend to change lanes with the aim of overtaking the slow moving bottleneck to achieve free flow. The moving bottleneck and lanechange ma- noeuvres affect the dynamics of flow of traffic on the multi-lane road, leading to traffic phase transitions between free flow (F) and synchronised flow(S). Therefore, in order to adequately describe this kind of traffic flow, a model should incorporate the effect of road inclination. This study proposes to account for the road inclination through the fundamental diagram, which relates traffic flow rate to traffic density and ultimately through the anticipation term in the velocity dynamics equation of macroscopic traffic flow model. The features of this model shows how the moving bottleneck and an incline multilane road affects traffic transistions from Free flow(F) to Synchronised flow(S). For a better traffic management and control, proper understanding of traffic congestion is needed. This will help road designers and traffic engineers to verify whether traffic properties and characteristics such as speed(velocity), density and flow among others determines the effectiveness of traffic flow.
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