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Optimal Coordination of Variable Speed Limits to Suppress Shock Waves

机译:变速极限的最佳协调以抑制冲击波

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摘要

When freeway traffic is dense, shock waves may appear. These shock waves result in longer travel times and in sudden large variations in the speeds of the vehicles, which could lead to unsafe situations. Dynamic speed limits can be used to eliminate or at least to reduce the effects of shock waves. However, coordination of the variable speed limits is necessary in order to prevent the occurrence of new shock waves and/or a negative impact on the traffic flows in other locations. In this paper, we present a model predictive control approach to optimally coordinate variable speed limits for freeway traffic with the aim of suppressing shock waves. First, we optimize continuous valued speed limits, such that the total travel time is minimal. Next, we include a safety constraint that prevents drivers from encountering speed limit drops larger than, e.g., 10 km/h. Furthermore, to get a better correspondence between the computed and applied control signals, we also consider discrete speed limits. We illustrate our approach with a benchmark problem.
机译:高速公路交通拥挤时,可能会出现冲击波。这些冲击波会导致行驶时间延长,并导致车辆速度突然突然变化,从而可能导致不安全的情况。动态速度限制可用于消除或至少减少冲击波的影响。但是,必须协调变速极限,以防止新的冲击波的发生和/或对其他位置的交通流量产生负面影响。在本文中,我们提出了一种模型预测控制方法,以最优地协调高速公路交通的可变速度限制,目的是抑制冲击波。首先,我们优化连续的有限制的速度限制,以使总行驶时间最短。接下来,我们包含一个安全约束,以防止驾驶员遇到大于10 km / h的速度下降。此外,为了在计算出的和施加的控制信号之间获得更好的对应性,我们还考虑了离散速度限制。我们以一个基准问题来说明我们的方法。

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