Traffic Conflict and Risk Analysis of Small-Spacing Interchange Interweaving Sections on Expressways Using Joint Simulation

Yanpeng Wang;Fanxing Kong;Zhanji Zheng;Xingliang Liu;Heshan Zhang;Jin Xu
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Abstract

Affected by the limited interchange spacing, the operational risk of vehicles in expressway small-spacing interchanges (SSls) is more complex compared to other interchanges. In this study, unmanned aerial vehicle (UAV) measurements were integrated with joint simulation data to explore the risk characteristics of SSls with the help of traffic conflict theory. Seven traffic flow parameters, including mainline traffic volume, were selected to evaluate their impact on traffic conflicts. The distribution of four traffic conflict indicators, such as time to collision (TTC), was analyzed, and their severity was categorized using cumulative frequency analysis and minibatch K-means clustering. By varying the spacing, the study scrutinized trends in traffic conflicts, emphasizing the influence of various traffic flow parameters, distinctions in conflict indicators, and the ratio of severe conflicts to total conflicts. Additionally, an analysis of the spatial distribution of severe conflicts was conducted. The results suggested that traffic conflicts in SSls are influenced by multiple factors, with mainline and entry traffic volumes being the most significant. Heavy vehicle proportions and entry ramp speeds had notable effects under certain spacing conditions. Considerable variations were observed in conflict indicators across different spacings, with the maximum conflict speed being the most affected by spacing, while TTC was the least. As spacing increased, the proportion of severe conflicts decreased, with severe TTC dropping from 18% to 10%. High-density conflict zones were identified near merging points in the second and third lanes. With larger spacing, the conflict zone range narrowed while the density of conflict points intensified.
基于联合仿真的高速公路小间距互通交叉口交通冲突与风险分析
受立交间距有限的影响,高速公路小间距立交的车辆运行风险比其他立交更为复杂。本研究将无人机测量数据与联合仿真数据相结合,借助交通冲突理论探讨非安全网络的风险特征。选取包括干线交通量在内的7个交通流参数,评估其对交通冲突的影响。分析了交通冲突时间(TTC)等4个交通冲突指标的分布,并采用累积频率分析和小批量K-means聚类对其严重程度进行了分类。通过改变间距,研究了交通冲突的趋势,强调了各种交通流参数的影响、冲突指标的差异以及严重冲突与总冲突的比例。此外,对严重冲突的空间分布进行了分析。结果表明,ssl中的流量冲突受多种因素的影响,其中干线和入口流量影响最大。在一定间距条件下,重型车辆比例和入口匝道速度对其影响显著。不同间距的冲突指标存在较大差异,最大冲突速度受间距影响最大,而TTC受间距影响最小。随着间距的增加,严重冲突的比例下降,严重TTC从18%下降到10%。在第二和第三车道交汇处附近确定了高密度冲突区。随着空间的增大,冲突区域范围缩小,冲突点密度增大。
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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