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Optimizing Traffic Flow on Highway with Three Consecutive On-ramps

机译:在高速公路上优化交通流量,三次连续三次斜坡

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In this paper, we study traffic flow on a highway with three consecutive on-ramps by using the Nagel-Schreckenberg model, which is a generalization of our previous work concerning with highway with two ramps. We still focus on how to improve the system capacity by assigning traffic demand to the three ramps. It is shown that when all ramps are in free flow and the main road upstream of the ramps is in congestion, assigning a highest proportion of the demand to the upstream on-ramp, and lowest proportion of the demand to the downstream on-ramp could improve the overall flow. This is explained through studying the spatiotemporal patterns and analytical investigations. The conclusion could be generalized to highway with more on-ramps, i.e., the more downstream an on-ramp is, the lower the traffic demand should be assigned.
机译:在本文中,我们通过使用Nagel-Schreckenberg模型研究了三条连续的斜坡的高速公路上的交通流量,这是我们以前有两台坡道的高速公路工作的概括。我们仍然专注于如何通过将流量需求分配给三个坡道来改善系统容量。结果表明,当所有坡道处于自由流动时,斜坡上游的主干道处于拥塞,将需求的最高比例分配给上游斜坡的需求,以及对斜坡下游的需求的最低比例改善整体流动。这通过研究时空模式和分析研究来解释这一点。结论可以推广到高速公路,即更多的斜坡,即斜坡下游越下游,应分配交通需求越低。

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