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首页> 外文期刊>Transportation Research Part B: Methodological >A continuum model for cities based on the macroscopic fundamental diagram: A semi-Lagrangian solution method
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A continuum model for cities based on the macroscopic fundamental diagram: A semi-Lagrangian solution method

机译:基于宏观基本图的城市连续模型:半拉格朗日解法

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This paper presents a formulation of the reactive dynamic user equilibrium problem in continuum form using a network-level Macroscopic Fundamental Diagram (MFD). Compared to existing continuum models for cities - all based in Hughes' pedestrian model in 2002 - the proposed formulation (i) is consistent with reservoir-type models of the MFD literature, shedding some light into the connection between these two modeling approaches, (ii) can have destinations continuously distributed on the region, and (iii) can incorporate multi-commodity flows without additional numerical error. The proposed multi-reservoir numerical solution method treats the multi-commodity component of the model in Lagrangian coordinates, which is the natural representation to propagate origin-destination information (and any vehicle-specific characteristic) through the traffic stream. Fluxes between reservoir boundaries are computed in the Eulerian representation, and are used to calculate the speed of vehicles crossing the boundary. Simple examples are included that show the convergence of the model and its agreements with the available analytical solutions. We find that (i) when origins and destinations are uniformly distributed in a region, the distribution of the travel times can be approximated analytically, (ii) the magnitude of the detours from the optimal free-flow route due to congestion increase linearly with the inflow and decreases with the square of the speed, and (iii) the total delay of vehicles in the network converges to the analytical approximation when the size of reservoirs tends to zero. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文使用网络级宏观基本图(MFD)提出了连续形式的反应性动态用户均衡问题的表述。与现有的城市连续体模型相比-所有这些模型都基于2002年的休斯行人模型-提议的公式(i)与MFD文献的储层型模型相一致,这为这两种建模方法之间的联系提供了一些启发,(ii )可以使目的地连续分布在该区域上,并且(iii)可以合并多商品流而不会产生额外的数值误差。提出的多水库数值求解方法在拉格朗日坐标中处理模型的多商品成分,这是通过交通流传播起点-目的地信息(以及任何车辆特定的特征)的自然表示。油藏边界之间的通量以欧拉表示法计算,并用于计算车辆越过边界的速度。其中包含一些简单的示例,这些示例显示了模型及其与可用分析解决方案的一致性。我们发现(i)当起点和目的地在一个区域内均匀分布时,可以分析地近似出行时间的分布;(ii)由于拥塞而导致的从最佳自由流路线绕道而来的幅度随线性增加而线性增加。流量随速度的平方而减小,并且(iii)当水库的大小趋于零时,网络中车辆的总延迟收敛到解析近似值。 (C)2019 Elsevier Ltd.保留所有权利。

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