城市拥堵:交通流宏观基本关系的形式和因果关系的证据

A. -, D. Graham, P. Bansal
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引用次数: 0

摘要

本文对城市道路网络中导致拥堵的技术进行了量化分析。为此,我们估计了全球34个城市均匀拥塞子网络(水库)的宏观基本关系。本文采用基于非参数工具变量的因果关系方法,利用大规模交通传感器数据估计水库水位流密度关系的形式。具体而言,我们应用贝叶斯非参数样条回归模型与工具变量来调整潜在的混杂/内质性偏差,由于同时性和遗漏变量,如车辆相互作用和交通控制。我们的估计表明,城市中车辆出行的提供受制于密度和网络规模的递减回报。重要的是,我们发现增加道路网络容量并不是管理拥堵的有效解决方案,因为平均行驶速度不会随着容量的增加而发生实质性变化。作为估算的副产品,我们还提供了重要交通控制投入的估算,例如这些水库的容量和临界占用率。我们的研究结果对经济学家和交通工程师使用的交通流模型具有启示意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Congestion in cities: evidence on the form and causality of the macroscopic fundamental relationship of traffic flow
This paper quantifies the technology driving congestion in urban road networks. To do so, we estimate macroscopic fundamental relationships for homogeneously congested sub-networks (reservoirs) in thirty-four cities worldwide. We adopt a causal approach based on non-parametric instrumental variables to estimate the form of the reservoir-level flow-density relationship using large-scale traffic sensor data. Specifically, we apply a Bayesian non-parametric spline-based regression model with instrumental variables to adjust for potential confounding/endogeneity biases due to simultaneity and omitted variables such as vehicle interactions and traffic controls. Our estimates suggest that the provision of vehicular travel in cities is subject to decreasing returns to density and network size. Importantly, we find that increasing road network capacity is not an efficient solution to manage congestion because average travel speed does not change substantially with increase in capacity. As a by-product of the estimation, we also deliver estimates of important traffic control inputs such as capacity and critical occupancy for these reservoirs. Our results have implications for traffic flow modelling used by both economists and traffic engineers.
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