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Minimal Parameter Formulations of the Dynamic User Equilibrium using Macroscopic Urban Models: Freeway vs City Streets Revisited

机译:使用宏观城市模型的动态用户平衡的最小参数公式:高速公路与城市街道的重新讨论

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This paper investigates the dynamic user equilibrium (DUE) on a single origin-destination pair with two alternative routes, a freeway with a fixed capacity and the surrounding city-streets network, modeled with a network macroscopic fundamental diagram (NMFD). We find using suitable transformations that only a single network parameter is required to characterize the DUE solution, the freeway to NMFD capacity ratio. We also show that the stability and convergence properties of this system are captured by the constant demand case, which corresponds to an autonomous dynamical system that admits analytical solutions. This solution is characterized by two critical accumulation values that determine if the steady state is in free-flow or gridlock, depending on the initial accumulation. Additionally, we also propose a continuum approximation to account for the spatial evolution of congestion, by including variable trip length and variable NMFD coverage area in the model. It is found that gridlock cannot happen and that the steady-state solution is independent of surface network parameters. These parameters do affect the rate of convergence to the steady-state solution, but convergence rates appear virtually identical when time is expressed in units of the NMFD free-flow travel time.
机译:本文以网络宏观基本图(NMFD)为模型,研究了具有两个替代路线(具有固定容量的高速公路和周围的城市街道网络)的单个起点-终点对上的动态用户平衡(DUE)。我们发现使用适当的变换,只需一个网络参数即可表征DUE解决方案,即高速公路与NMFD容量之比。我们还表明,该系统的稳定性和收敛性是由恒定需求情况所捕获的,该情况对应于接纳解析解的自治动力学系统。该解决方案的特征在于两个临界累积值,取决于初始累积量,这些临界值确定稳态是处于自由流动还是陷入僵局。此外,我们还通过在模型中包括可变行程长度和可变NMFD覆盖面积,提出了一种连续近似来解决拥塞的空间演变。发现无法发生僵局,并且稳态解与表面网络参数无关。这些参数确实会影响到稳态解的收敛速度,但是当以NMFD自由流动时间为单位表示时间时,收敛速度看起来几乎是相同的。

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