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A theoretical probe of a German experiment on stationary moving traffic jams

机译:对德国进行的固定式交通拥堵实验的理论探讨

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摘要

Kerner and Rehborn (Phys. Rev. E 53 (2) (1996)) reported on the observation of two stationary moving jams that lasted for about an hour on a 13 km long German highway section. They attributed the phenomenon to intrinsic characteristics of traffic flow, something that would arise spontaneously within the traffic stream due to drivers' driving behavior. We show in this paper that these moving jams are not particularly peculiar but can be explained with the hydrodynamic theory of traffic flow, or the Lighthill Whitham―Richards model, and the merge and diverge models in the cell transmission model. In fact, we demonstrate that this stationary jam phenomenon can be replicated with a simple two-wave velocity (or triangular) flow―density relationship in conjunction with the hydrodynamic theory. This finding provides some evidence to support that a triangular flow―density relationship is a good approximation of field observations and that a simple first-order hydrodynamic theory is capable of explaining complex traffic phenomenon.
机译:Kerner和Rehborn(Phys。Rev. E 53(2)(1996))报道了在13公里长的德国高速公路上观察到的两个静止的移动卡纸,持续了大约一个小时的现象。他们将这种现象归因于交通流的固有特征,由于驾驶员的驾驶行为,这种现象会在交通流中自发产生。我们在本文中表明,这些移动堵塞不是特别特殊,但是可以用交通流的流体力学理论或Lighthill Whitham-Richards模型以及单元传输模型中的合并和发散模型来解释。实际上,我们结合流体力学理论证明了这种简单的卡塞现象可以用简单的两波速度(或三角波)流-密度关系来复制。这一发现提供了一些证据来支持三角流-密度关系是现场观测的良好近似,并且简单的一阶流体力学理论能够解释复杂的交通现象。

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