Assessing Congestion Spillover Effects of Freeway Crash Induced All Lane Closure Incidents: A Bayesian Copula-Based Approach

IF 5.3 Q2 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Sanjida Afroz Iqra;Mohamed Abdel-Aty;Chenzhu Wang;Zubayer Islam
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Abstract

Freeway Crash Induced All Lanes Closure (FCIALC) events are among the most severe non-recurrent incidents, often triggering substantial disruption across both the freeway and arterial network. This study develops a two-stage Bayesian modeling framework to quantify the interdependence between freeway lane closures and arterial congestion using real-world data. First, a hierarchical Bayesian Network (BN) is used to estimate the freeway all lanes closure duration (ALCD) levels based on pre-crash traffic conditions, crash severity, vehicle type, time of day, etc. By employing Bayesian Inference the model identifies critical scenarios involving fatal crashes and low pre-crash freeway speed as significant predictors of longer closure durations. In the second stage, a bivariate copula-based Bayesian regression model is used to jointly model freeway ALCD and arterial congestion duration. Results show that arterial congestion is significantly influenced by freeway ALCD, particularly when pre-crash arterial speeds are low. The Clayton copula outperforms other structures, indicating a positive lower-tail dependency, where short durations of freeway closure are often associated with short arterial congestion. The joint model substantially improves the predictive performance for arterial congestion duration over independent models, supporting the need to consider these dependencies in Integrated Corridor Management (ICM). Findings highlight the importance of optimizing diversion strategies based on real-time arterial capacity, broadcasting early warnings through multiple upstream Dynamic Message Signs (DMS), and adjusting signal timing of the surrounding arterial network to alleviate congestion. Given the sharp reduction in freeway capacity during FCIALC events, countermeasures such as temporary shoulder-use lanes or flex lanes managed by Lane Control Signs (LCS) can help restore freeway capacity. Moreover, the presence of lower-tail dependence in the joint model emphasizes that faster incident management is essential for faster network-wide recovery.
基于贝叶斯copula的高速公路碰撞封闭事故拥堵溢出效应评估
高速公路碰撞导致的所有车道关闭(FCIALC)事件是最严重的非经常性事件之一,通常会引发高速公路和主干道网络的严重中断。本研究开发了一个两阶段贝叶斯建模框架,利用真实世界的数据量化高速公路车道封闭和动脉拥堵之间的相互依存关系。首先,基于碰撞前交通状况、碰撞严重程度、车辆类型、一天中的时间等因素,采用分层贝叶斯网络(BN)估计高速公路全车道关闭时间(ALCD)水平;通过使用贝叶斯推理,该模型确定了涉及致命碰撞和低碰撞前高速公路速度的关键场景,作为更长的关闭持续时间的重要预测因素。第二阶段,采用基于二元copula的贝叶斯回归模型对高速公路ALCD和动脉拥堵持续时间进行联合建模。结果表明,高速公路ALCD对交通拥堵有显著影响,尤其是在碰撞前交通速度较低的情况下。克莱顿联带优于其他结构,表明积极的低尾依赖性,其中高速公路关闭的短时间通常与短动脉拥堵有关。与独立模型相比,联合模型大大提高了动脉拥堵持续时间的预测性能,支持了综合走廊管理(ICM)中考虑这些依赖关系的需求。研究结果强调了基于实时动脉容量优化导流策略,通过多个上游动态消息标志(DMS)广播预警,以及调整周围动脉网络的信号定时以缓解拥堵的重要性。考虑到FCIALC事件期间高速公路通行能力的急剧下降,诸如临时肩道或车道控制标志(LCS)管理的柔性车道等对策可以帮助恢复高速公路通行能力。此外,联合模型中低尾依赖性的存在强调了更快的事件管理对于更快的全网恢复至关重要。
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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CiteScore
5.40
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