Local detouredness: A new phenomenon for modelling route choice and traffic assignment

IF 5.8 1区 工程技术 Q1 ECONOMICS
Thomas Kjær Rasmussen , Lawrence Christopher Duncan , David Paul Watling , Otto Anker Nielsen
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引用次数: 0

Abstract

This study introduces the novel concept of local detouredness, i.e. detours on subsections of a route, as a new phenomenon for understanding and modelling route choice. Traditionally, Stochastic User Equilibrium (SUE) traffic assignment models have been concerned with judging the attractiveness of a route by its total route cost. However, through empirical analysis we show that considering solely the global properties of a route is insufficient. We find that it is important to consider local detouredness both when determining realistic and tractable route choice sets and when determining route choice probabilities. For example, analysis of observed route choice data shows that route usage tends to decay with local detouredness, and that there is an apparent limit on the amount of local detouredness seen as acceptable. No existing models can account for this systematically and consistently, which is the motivation for the new route choice model proposed in this paper: the Bounded Choice Model with Local Detour Threshold (BCM-LDT). The BCM-LDT model incorporates the effect of local detouredness on route choice probability, and has an in-built mechanism that assigns zero probabilities to routes violating a bound on total route costs and/or a threshold on local detouredness. Thereby, the model consistently predicts which routes are used and unused. Moreover, the probability expression is closed-form and continuous. SUE conditions for the BCM-LDT are given, and solution existence is proven. Exploiting the special structure of the problem, a novel solution algorithm is proposed where flow averaging is integrated with a modified branch-and-bound method that iteratively column-generates all routes satisfying local and global bounds. Numerical experiments are conducted on small-scale and large-scale networks, establishing that equilibrated solutions can be found and demonstrating the influence of the BCM-LDT parameters on choice set size and flow allocation.

局部迂回:路线选择和交通分配建模的新现象
本研究引入了局部绕行的新概念,即在路线的分段上绕行,作为理解和模拟路线选择的一种新现象。传统上,随机用户均衡(SUE)交通分配模型主要通过路线总成本来判断路线的吸引力。然而,通过实证分析,我们发现仅仅考虑路线的全局属性是不够的。我们发现,在确定现实可行的路线选择集和确定路线选择概率时,考虑局部迂回性非常重要。例如,对观察到的路线选择数据的分析表明,路线的使用率往往会随着局部绕行程度的增加而下降,而局部绕行程度被视为可接受的程度显然是有限度的。现有的任何模型都无法系统、一致地解释这一点,因此本文提出了新的路线选择模型:带局部绕行阈值的有界选择模型(BCM-LDT)。BCM-LDT 模型考虑了局部迂回对路线选择概率的影响,其内在机制是将违反路线总成本约束和/或局部迂回阈值的路线概率定为零。因此,该模型可以持续预测哪些路线被使用,哪些路线未被使用。此外,概率表达式是闭式连续的。给出了 BCM-LDT 的 SUE 条件,并证明了解的存在性。利用该问题的特殊结构,提出了一种新颖的求解算法,即流量平均法与改进的分支约束法相结合,迭代列生成满足局部和全局约束的所有路线。在小规模和大规模网络上进行了数值实验,证明可以找到平衡解,并证明了 BCM-LDT 参数对选择集大小和流量分配的影响。
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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