Department of Civil Engineering, University of British Columbia, 6250 Applied Science Lane, Vancouver, BC, V6T 1Z4, Canada.
Distinguished University Scholar, Department of Civil Engineering, University of British Columbia, 6250 Applied Science Lane, Vancouver, BC, V6T 1Z4, Canada.
Accid Anal Prev. 2019 Aug;129:367-381. doi: 10.1016/j.aap.2018.09.017. Epub 2018 Oct 5.
Existing advanced traffic management and emerging connected vehicles (CVs) technology can generate considerable amount of data on vehicle positions and trajectories. This data can be used for real-time safety optimization of intersections. To achieve this, it is essential to first understand how changes in signal control affect safety in real-time. This paper develops conflict-based safety performance functions (SPFs) of signalized intersections at the cycle level using multiple traffic conflict indicators. The developed SPFs relate various dynamic traffic parameters to the number of rear-end conflicts at the signal cycle. The traffic parameters included: queue length, shock wave speed and area, and the platoon ratio. The Time-to-Collision, the Modified-Time-to-Collision, and the Deceleration Rate to Avoid the Crash were used as traffic conflict indicators. Traffic video-data collected from six signalized intersections was used in the analysis. The SPFs were developed using the Full Bayesian approach to address the unobserved heterogeneity and the variation among different sites. Overall, the results showed that all the developed SPFs have good fit with all explanatory variables being statistically significant. Also, the highest conflict frequency was noticed at the beginning of the green time, while the highest conflict severity was noticed at the beginning of the red time. Lastly, the results can be used most beneficially in real-time safety optimization of signalized intersection.
现有的先进交通管理和新兴的车联网技术可以生成大量关于车辆位置和轨迹的数据。这些数据可用于实时优化交叉口的安全性。要实现这一目标,首先必须了解信号控制的变化如何实时影响安全性。本文使用多种交通冲突指标,在信号周期层面上,开发了基于冲突的信号交叉口安全性能函数 (SPF)。所开发的 SPF 将各种动态交通参数与信号周期内的追尾冲突次数联系起来。所包含的交通参数有:排队长度、冲击波速度和面积,以及车队比例。时间碰撞、修正时间碰撞和避免碰撞的减速率被用作交通冲突指标。从六个信号交叉口收集的交通视频数据用于分析。使用全贝叶斯方法开发 SPF,以解决未观察到的异质性和不同地点之间的变化。总体而言,结果表明所有开发的 SPF 都与所有解释变量具有良好的拟合度,并且所有解释变量都具有统计学意义。此外,在绿灯时间开始时观察到最高的冲突频率,而在红灯时间开始时观察到最高的冲突严重程度。最后,结果可以最有效地用于信号交叉口的实时安全优化。