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Exploring Traffic Congestion on Urban Expressways Considering Drivers’ Unreasonable Behavior at Merge/Diverge Sections in China

机译:考虑司机在中国合并/分歧部分的司机不合理行为探索城市高速公路交通拥堵

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摘要

The mechanisms of traffic congestion generation are more than complicated, due to complex geometric road designs and complicated driving behavior at urban expressways in China. We employ a cell transmission model (CTM) to simulate the traffic flow spatiotemporal evolution process along the expressway, and reveal the characteristics of traffic congestion occurrence and propagation. Here, we apply the variable-length-cell CTM to adapt the complicated road geometry and configuration, and propose the merge section CTM considering drivers’ mandatory lane-changing and other unreasonable behavior at the on-ramp merge section, and propose the diverge section CTM considering queue length end extending the expressway mainline to generate a dynamic bottleneck at the diverge section. In the new improved CTM model, we introduce merge ratio and diverge ratio to describe the effect of driver behavior at the merge and diverge section. We conduct simulations on the real urban expressway in China, with results showing that the merge section and diverge section are the original location of expressway traffic congestion generation, and on/off-ramp traffic flow has a great effect on the expressway mainline operation. When on-ramp traffic volume increases by 40%, the merge section delay increases by 35%, and when off-ramp capacity increases by 100 veh/hr, the diverge section delay decreases about by 10%, which proves the strong interaction between expressway and adjacent road networks. Our results provide the underlying insights of traffic congestion mechanism in urban expressway in China, which can be used to better understand and manage this issue.
机译:交通拥堵产生的机理多复杂,因为复杂的几何道路的设计和复杂的中国城市高速公路驾驶行为。我们采用细胞传输模型(CTM),模拟交通沿线高速公路流量的时空演变过程,并揭示了交通拥堵的发生和传播的特点。在这里,我们采用可变长度细胞CTM,以适应复杂的道路几何形状和配置,并提出考虑在上匝道合并段司机的强制性车道变换以及其他不合理的行为合并部分CTM,并提出分叉部分CTM考虑队列长度端延伸高速公路干线,以产生在所述分叉部分中的动态瓶颈。在新的改进CTM模型中,我们介绍了合并率和发散率来描述在合并和分叉段的驾驶员行为的影响。我们对中国的实际城市快速进行模拟,其结果显示,合并部分和分叉部分是高速公路交通拥堵代的原始位置,在驶入/驶出车流对高速公路主线操作有很大的影响。当由40%的匝道交通量的增加,35%的合并部分延迟增加,并且当出口匝道100辆/小时容量的增加,分叉部延迟约10%,这证明高速公路之间的强相互作用而减小和邻近的道路网络。我们的研究结果提供了在中国城市快速路,可用于更好地了解和管理这个问题上的交通拥塞机制的基本见解。

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