Collective departure time allocation in large-scale urban networks: A flexible modeling framework with trip length and desired arrival time distributions

IF 5.8 1区 工程技术 Q1 ECONOMICS Transportation Research Part B-Methodological Pub Date : 2024-11-01 DOI:10.1016/j.trb.2024.102990
Mostafa Ameli , Jean-Patrick Lebacque , Negin Alisoltani , Ludovic Leclercq
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Abstract

Urban traffic congestion remains a persistent issue for cities worldwide. Recent macroscopic models have adopted a mathematically well-defined relation between network flow and density to characterize traffic states over an urban region. Despite advances in these models, capturing the complex dynamics of urban traffic congestion requires considering the heterogeneous characteristics of trips. Classic macroscopic models, e.g., bottleneck and bathtub models and their extensions, have attempted to account for these characteristics, such as trip-length distribution and desired arrival times. However, they often make assumptions that fall short of reflecting real-world conditions. To address this, generalized bathtub models were recently proposed, introducing a new state variable to capture any distribution of remaining trip lengths. This study builds upon this work to formulate and solve the social optimum, a solution minimizing the sum of all users’ generalized (i.e., social and monetary) costs for a departure time choice model. The proposed framework can accommodate any distribution for desired arrival time and trip length, making it more adaptable to the diverse array of trip characteristics in an urban setting. In addition, the existence of the solution is proven, and the proposed solution method calculates the social optimum analytically. The numerical results show that the method is computationally efficient. The proposed methodology is validated on the real test case of Lyon North City, benchmarking with deterministic and stochastic user equilibria.
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大规模城市网络中的集体出发时间分配:具有行程长度和理想到达时间分布的灵活建模框架
城市交通拥堵仍然是全球城市面临的一个长期问题。最近的宏观模型采用了网络流量和密度之间数学上定义明确的关系来描述城市区域的交通状态。尽管这些模型取得了进步,但要捕捉城市交通拥堵的复杂动态,还需要考虑出行的异质性特征。经典的宏观模型,如瓶颈模型和浴缸模型及其扩展模型,都试图考虑这些特征,如行程长度分布和期望到达时间。然而,它们所做的假设往往不能反映真实世界的情况。为了解决这个问题,最近提出了广义浴缸模型,引入了一个新的状态变量来捕捉剩余行程长度的任何分布。本研究在此基础上提出并解决了社会最优问题,即在出发时间选择模型中,所有用户的广义成本(即社会成本和货币成本)之和最小化的解决方案。所提出的框架可以适应所需的到达时间和行程长度的任何分布,使其更能适应城市环境中各种不同的行程特征。此外,本文还证明了解的存在性,并提出了通过分析计算社会最优值的求解方法。数值结果表明,该方法的计算效率很高。所提出的方法在里昂北城的实际测试案例中得到了验证,并以确定性和随机性用户平衡为基准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Transportation Research Part B-Methodological
Transportation Research Part B-Methodological 工程技术-工程:土木
CiteScore
12.40
自引率
8.80%
发文量
143
审稿时长
14.1 weeks
期刊介绍: Transportation Research: Part B publishes papers on all methodological aspects of the subject, particularly those that require mathematical analysis. The general theme of the journal is the development and solution of problems that are adequately motivated to deal with important aspects of the design and/or analysis of transportation systems. Areas covered include: traffic flow; design and analysis of transportation networks; control and scheduling; optimization; queuing theory; logistics; supply chains; development and application of statistical, econometric and mathematical models to address transportation problems; cost models; pricing and/or investment; traveler or shipper behavior; cost-benefit methodologies.
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