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利用实时环形线圈检测器数据预测高速公路上的碰撞可能性和严重程度。

Predicting crash likelihood and severity on freeways with real-time loop detector data.

机构信息

School of Transportation, Southeast University, Si Pai Lou #2, Nanjing 210096, China.

出版信息

Accid Anal Prev. 2013 Aug;57:30-9. doi: 10.1016/j.aap.2013.03.035. Epub 2013 Apr 6.

Abstract

Real-time crash risk prediction using traffic data collected from loop detector stations is useful in dynamic safety management systems aimed at improving traffic safety through application of proactive safety countermeasures. The major drawback of most of the existing studies is that they focus on the crash risk without consideration of crash severity. This paper presents an effort to develop a model that predicts the crash likelihood at different levels of severity with a particular focus on severe crashes. The crash data and traffic data used in this study were collected on the I-880 freeway in California, United States. This study considers three levels of crash severity: fatal/incapacitating injury crashes (KA), non-incapacitating/possible injury crashes (BC), and property-damage-only crashes (PDO). The sequential logit model was used to link the likelihood of crash occurrences at different severity levels to various traffic flow characteristics derived from detector data. The elasticity analysis was conducted to evaluate the effect of the traffic flow variables on the likelihood of crash and its severity.The results show that the traffic flow characteristics contributing to crash likelihood were quite different at different levels of severity. The PDO crashes were more likely to occur under congested traffic flow conditions with highly variable speed and frequent lane changes, while the KA and BC crashes were more likely to occur under less congested traffic flow conditions. High speed, coupled with a large speed difference between adjacent lanes under uncongested traffic conditions, was found to increase the likelihood of severe crashes (KA). This study applied the 20-fold cross-validation method to estimate the prediction performance of the developed models. The validation results show that the model's crash prediction performance at each severity level was satisfactory. The findings of this study can be used to predict the probabilities of crash at different severity levels, which is valuable knowledge in the pursuit of reducing the risk of severe crashes through the use of dynamic safety management systems on freeways.

摘要

利用环形检测站收集的交通数据实时预测碰撞风险,对于旨在通过应用主动安全对策来提高交通安全的动态安全管理系统非常有用。大多数现有研究的主要缺点是,它们只关注碰撞风险,而不考虑碰撞严重程度。本文旨在开发一种模型,该模型可预测不同严重程度级别的碰撞可能性,特别关注严重碰撞。本研究使用的数据包括在美国加利福尼亚州 I-880 高速公路上收集的碰撞数据和交通数据。本研究考虑了三个严重程度级别的碰撞:致命/丧失能力的伤害碰撞(KA)、非丧失能力/可能受伤的碰撞(BC)和仅财产损失的碰撞(PDO)。序贯逻辑模型用于将不同严重程度级别的碰撞发生可能性与从检测器数据中得出的各种交通流特征联系起来。弹性分析用于评估交通流量变量对碰撞可能性及其严重程度的影响。结果表明,在不同的严重程度级别下,导致碰撞可能性的交通流特征有很大的不同。PDO 碰撞更可能发生在交通流拥挤、速度变化大、频繁变道的情况下,而 KA 和 BC 碰撞更可能发生在交通流不拥挤的情况下。在不拥挤的交通条件下,高速行驶且相邻车道之间的速度差较大,被发现会增加严重碰撞(KA)的可能性。本研究应用 20 倍交叉验证方法来估计所开发模型的预测性能。验证结果表明,模型在每个严重程度级别的碰撞预测性能都令人满意。本研究的发现可用于预测不同严重程度级别的碰撞概率,这对于通过在高速公路上使用动态安全管理系统来降低严重碰撞的风险是有价值的知识。

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