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基于路段因素的交通冲突事故预测贝叶斯层次极值模型的验证。

Validating the Bayesian hierarchical extreme value model for traffic conflict-based crash estimation on freeway segments with site-level factors.

机构信息

School of Transportation Science and Engineering, Harbin Institute of Technology, China.

School of Transportation Science and Engineering, Harbin Institute of Technology, China.

出版信息

Accid Anal Prev. 2021 Sep;159:106269. doi: 10.1016/j.aap.2021.106269. Epub 2021 Jun 26.

Abstract

This study validates the Bayesian hierarchical extreme value model that is developed for estimating crashes from traffic conflicts. The model consists of a generalized extreme value distribution that characterizes the behavior of block maxima extremes and a Bayesian hierarchical structure that incorporates the non-stationarity and unobserved heterogeneity into the extreme analysis. In addition to the block-level factors, the site-level factors are also included in the model development for the first time. The model was applied to data of lane change conflicts collected from 11 basic freeway segments in Guangdong Province, China. Block-level factors such as traffic volume per 10 min, number of lane change events per 10 min, and proportion of oversized vehicles per 10 min and site-level factors such as segment length, curvature, and grade were considered. Two types of Bayesian hierarchical extreme value models were developed, including models without site-level factors and models with site-level factors. These models were also compared to at-site models that were developed for 11 segments separately. The results show that Bayesian hierarchical extreme value models significantly outperform the at-site models in terms of crash estimation accuracy and precision. As well, including site-level factors further improves the model performance in terms of goodness-of-fit. This demonstrates the validity of the Bayesian hierarchical extreme value model. The results also show that number of lane change events, segment length, and grade are significant factors which have adverse effect on the safety of lane changes on freeway segments.

摘要

本研究验证了用于从交通冲突中估计碰撞的贝叶斯层次极值模型。该模型由广义极值分布组成,用于描述块极大极值的行为,以及贝叶斯层次结构,将非平稳性和未观测异质性纳入极值分析中。除了块级因素外,该模型还首次将站点级因素纳入模型开发中。该模型应用于从中国广东省 11 个基本高速公路路段收集的变道冲突数据。考虑了块级因素,如每 10 分钟的交通量、每 10 分钟的变道事件数以及每 10 分钟的超大车辆比例,以及站点级因素,如路段长度、曲率和坡度。开发了两种类型的贝叶斯层次极值模型,包括没有站点级因素的模型和有站点级因素的模型。这些模型还与为 11 个路段分别开发的现场模型进行了比较。结果表明,贝叶斯层次极值模型在碰撞估计准确性和精度方面明显优于现场模型。此外,纳入站点级因素进一步提高了模型在拟合优度方面的性能。这证明了贝叶斯层次极值模型的有效性。结果还表明,变道事件数量、路段长度和坡度是对高速公路路段变道安全有不利影响的重要因素。

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