综合航线多样性和备用容量评估交通网络冗余

Zijian Wang, Xiangdong Xu, Yuchuan Du
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引用次数: 0

摘要

摘要本文提出了一种新的交通网络冗余度量方法,将路径多样性和备用容量维度整合在一起,并将其作为冗余的两个互补维度进行了论证和评估。将冗余建模为两个单位和尺度明显不同的独立度量,而采用综合度量有利于对冗余增强方案进行综合比较和选择。具体来说,我们通过添加一条虚拟链路直接连接每个始发目的地对来表示运输网络。虚拟链路选择概率同时受到O-D对路由多样性和这些路由的备用容量的影响,并在该度量中加以利用。在实际的温尼伯网络中进行了数值算例。通过将该方法应用于2016年发生严重交通事故的上海高速公路网关键路段的识别,进一步验证了该方法的有效性。关键词:冗余路由分集备用容量关键链路识别披露声明作者未报告潜在的利益冲突。作者贡献:王子健:方法论、调查、写作——初稿编写。徐向东:概念、方法、监督、审稿与编辑。杜玉川:构思与写作——审编。注1链路的自由流走时是该链路在其体积等于0时的走时,O-D对的最小自由流走时是网络中所有链路的体积等于0.2时O-D对的最小走时。在3.1节中,一条路由用它所经过的链路数来表示。本文工作得到国家重点研发计划项目(2021YFB1600100)、国家自然科学基金项目(71971159)和中央高校基本科研业务费专项资助。我们对这些支持表示感谢。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Assessing transportation network redundancy by integrating route diversity and spare capacity
AbstractIn this paper, we develop a new transportation network redundancy measure by integrating the route diversity and spare capacity dimensions, which have been demonstrated as two complementary dimensions of redundancy and assessed separately in the literature. Instead of modelling redundancy as two separate measures with significantly different units and scales, an integrative measure is beneficial for comprehensive comparison and selection of redundancy enhancement schemes. Specifically, we represent the transportation network by adding a virtual link directly connecting each origin-destination (O-D) pair. The virtual link choice probability is affected by both the route diversity of the O-D pair and the spare capacity of these routes, which is used in the proposed measure. Numerical examples in the realistic Winnipeg network are conducted. The effectiveness of the proposed measure is further verified by applying it to identify the critical links in the Shanghai Expressway Network, where a severe traffic accident happened in 2016.KEYWORDS: Redundancyroute diversityspare capacitycritical link identification Disclosure statementNo potential conflict of interest was reported by the authors.Author contributionsZijian Wang: methodology, investigation, and writing – original draft preparation. Xiangdong Xu: conceptualisation, methodology, supervision, and writing – reviewing and editing. Yuchuan Du: conceptualisation and writing – reviewing and editing.Notes1 The free-flow travel time of a link is the travel time of the link when its volume is equal to 0, and the minimum free-flow travel time of an O-D pair is the minimum travel time of the O-D pair when the volume of all links in the network is equal to 0.2 In Section 3.1, a route is represented by the links traversed by it.Additional informationFundingThe work described in this paper was sponsored by the National Key Research and Development Program of China (2021YFB1600100), the National Natural Science Foundation of China (71971159), and Fundamental Research Funds for the Central Universities of China. These supports are gratefully acknowledged.
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来源期刊
Transportmetrica
Transportmetrica 工程技术-运输科技
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