交通运输系统工程与信息 ›› 2026, Vol. 26 ›› Issue (5): 197-209.DOI: 10.16097/j.cnki.1009-6744.2026.05.017

• 智能交通系统与信息技术 • 上一篇    下一篇

连续合流瓶颈路段堵塞相变时空传播特征研究

陈秋成1 ,朱顺应2 ,张岑*1 ,李晓伟1   

  1. 1. 西安建筑科技大学,城市发展与现代交通学院,西安710055;2.武汉理工大学,交通与物流工程学院,武汉430063
  • 收稿日期:2026-05-25 修回日期:2026-07-15 接受日期:2026-07-31 出版日期:2026-10-25 发布日期:2026-10-21
  • 作者简介:陈秋成(1996—),男,江苏连云港人,讲师,博士。
  • 基金资助:
    国家自然科学基金 (52272337, 52472367)。

Spatiotemporal Propagation Characteristics of Traffic Phase Transitions at Consecutive Merge Bottlenecks

CHEN Qiucheng1, ZHU Shunying2, ZHANG Cen*1, LI Xiaowei1   

  1. 1. College of Urban Development and Modern Transportation, Xi'an University of Architecture and Technology, Xi'an 710055, China; 2. School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, China
  • Received:2026-05-25 Revised:2026-07-15 Accepted:2026-07-31 Online:2026-10-25 Published:2026-10-21
  • Supported by:
    National Natural Science Foundation of China (52272337, 52472367)。

摘要: 为揭示连续合流瓶颈路段堵塞相变的时空传播特征及关键影响因素,以武汉邹黄互通为研究对象,利用无人机采集堵塞加剧与堵塞缓解两类场景下的高精度轨迹数据展开研究。基于三相交通流理论与变点检测方法辨识堵塞交通流不同阶段,以堵塞传播速度确定时空单元斜率,进而将微观轨迹聚合为解释变量;构造宽移动堵塞占比作为被解释变量,设计基于瓶颈约束的时空权重矩阵;建立时空自回归模型,分别估计两类场景下堵塞相变的空间溢出效应,并展开情景模拟。结果表明,忽略瓶颈约束导致空间溢出系数超出合理区间。引入约束后,堵塞加剧与堵塞缓解阶段的空间溢出效应方向相反:堵塞加剧阶段显著为负(−0.655),堵塞缓解阶段显著为正(0.947)。情景模拟表明,可变限速的优先干预区域为瓶颈下游300~540 m路段,换道管控的关键位置为上游合流瓶颈处,上游匝道流量控制宜及早介入,而下游匝道管控在堵塞充分向上游传播后效果更为显著。

关键词: 交通工程, 时空传播特征, 时空自回归模型, 连续合流瓶颈, 三相交通流

Abstract: To reveal the spatiotemporal propagation characteristics of traffic phase transitions and their key influencing factors at consecutive merge bottlenecks, this paper selected the Zouhuang Interchange in Wuhan as the study site, and conducted research by the high-precision trajectory data under congestion intensification and congestion mitigation scenarios collected via unmanned aerial vehicle. The stages of congested traffic flow were first identified by three-phase traffic theory combined with changepoint detection, after which the congestion propagation speed was used to determine the slope of spatiotemporal units. Microscopic trajectories were then aggregated into explanatory variables; the wide moving jam proportion was constructed as the dependent variable, and a spatiotemporal weight matrix incorporating bottleneck constraints was designed; a spatiotemporal autoregressive model was established to estimate the spatial spillover effects of phase transitions under both scenarios and to conduct scenario simulations. Results show that neglecting bottleneck constraints causes the spatial spillover coefficient to exceed the reasonable range. After incorporating the constraints, the spatial spillover effects are opposite in the direction between two scenarios: significantly negative during congestion intensification (−0.655) and significantly positive during congestion mitigation (0.947). Scenario simulations indicate that the priority deployment zone for variable speed limit measures is the 300~540 meters downstream section from bottlenecks, and the key location for lane-changing control is the upstream merge bottleneck. Early intervention at the upstream on-ramp is recommended, while downstream on-ramp control becomes more effective after congestion has sufficiently propagated upstream.

Key words: traffic engineering, spatiotemporal propagation characteristics, spatiotemporal autoregressive model, consecutive merge bottlenecks, three-phase traffic theory

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