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Study on traffic states and jamming transitions for two-lane highway including a bus by using a model with calibrated optimal velocity function

机译:利用标定最佳速度函数模型研究含公交车的两车道公路的交通状态和拥堵过渡

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In this paper, traffic states and jamming transitions on two-lane highway including a bus are studied by using a car following model with a calibrated optimal velocity function. We derive a new flow-density diagram with four distinctly separated traffic states, which is different from that of the earlier study obtained by applying the OVM with theoretical optimal velocity function. The spatio-temporal diagrams are presented to illustrate phase characteristics of each traffic state. It is found that the phase characteristic features of two of four states are different from any state of the earlier result, and traffic flow of state 2 and state 3 can reproduce some characteristics observed from empirical investigations such as centralized lane-changing, hanging tail of cluster, and synchronized flow. In addition, we have clarified the lane-changing behaviors and their effects on two-lane traffic flow including a bus. It is shown that the velocity oscillations behind the bus can help the lanechanging in state 2 and the behaviors of lane-changing are the important reason of forming of the synchronized flow in state 3. It is also concluded that lane-changing can only improve the current in the region of middle density.
机译:在本文中,通过使用具有校准的最佳速度函数的汽车跟随模型,研究了包括公交车在内的两车道高速公路上的交通状态和拥堵过渡。我们得出了一个新的流密度图,它具有四个明显分离的交通状态,这与通过将OVM与理论上的最佳速度函数应用而获得的早期研究不同。呈现时空图以说明每种交通状态的相位特征。发现四个状态中的两个的相位特征不同于先前结果的任何状态,并且状态2和状态3的交通流可以重现从经验研究中观察到的一些特征,例如集中化车道变换,车尾悬挂集群和同步流。此外,我们已经弄清了换道行为及其对包括公交车在内的两车道交通流的影响。结果表明,公交车后方的速度振荡有助于状态2下的换道,而换道的行为是形成状态3下同步流的重要原因。电流在中等密度区域。

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