Analysis of Crash Risk Perception Factors in Urban Road Network Using GPS Data and Sensitivity Analysis for Stop Speed Threshold

Daesang Moh, Jaehyeon Lee, J. Jung, Chungwon Lee
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Abstract

Two-fluid Model, which describes traffic flow in urban road network macroscopically, was mainly used for operational analysis of network. Recently, the studies on driver’s behavior and safety using Two-fluid Model were conducted. Especially, the estimation of the crash risk perception factors was analytically suggested based on the model. Accordingly, this study aimed to validate from the real data that the safety of urban road network could be macroscopically analyzed with the crash risk perception factors. The factors were estimated from digital tachograph data of taxis in Jongno, Seoul and Gangnam, Seoul, and the estimates showed that Gangnam with more average lanes had higher crash probability and Gangnam with less intersections had lower crash severity than Jongno. The results were consistent with the results from the previous studies with other methodologies. Meanwhile, stop speed threshold, which is introduced to accommodate the error in GPS data like digital tachograph, affects the estimation of Two-fluid Model parameters. The crash risk perception factors were also expected to vary with the stop speed threshold, and sensitivity analysis was therefore conducted. As a result, the factors increased with stop speed threshold increasing. In addition, the two factors fluctuated similarly, which implies the existence of the consistent relationship between them. This study estimated the crash risk perception factors of individual regions from taxi digital tachograph data, and verified the possibility of the macroscopic safety analysis in urban road network. The macroscopic studies on the crash risk in urban road network are anticipated in the future based on this study.
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基于GPS数据的城市道路网络碰撞风险感知因素分析及停车速度阈值敏感性分析
双流体模型主要用于城市道路网络的运行分析,该模型从宏观上描述了城市道路网络中的交通流。近年来,利用双流体模型对驾驶员行为与安全进行了研究。特别提出了基于模型的碰撞风险感知因子的分析估计。因此,本研究旨在从真实数据中验证,可以用碰撞风险感知因子对城市道路网络的安全性进行宏观分析。根据首尔钟路区和首尔江南区出租车的数字行车记录仪数据推算出的结果显示,平均车道较多的江南区比钟路区发生事故的概率高,交叉路口较少的江南区比钟路区发生事故的严重程度低。研究结果与之前用其他方法进行的研究结果一致。同时,为了适应数字行车记录仪等GPS数据的误差,引入了停车速度阈值,影响了双流体模型参数的估计。碰撞风险感知因子也随停止速度阈值的变化而变化,因此进行了敏感性分析。结果表明,各因素随停车速度阈值的增大而增大。此外,这两个因素的波动相似,这意味着它们之间存在一致的关系。本研究利用出租车数字行车记录仪数据估算了各个区域的碰撞风险感知因子,验证了城市路网宏观安全分析的可能性。在此基础上,对未来城市路网碰撞风险的宏观研究进行了展望。
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