混合流环境下快速路出口匝道衔接交叉口控制研究
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1.长沙理工大学;2.黄河交通学院

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国家自然科学基金项目(编号:52372296);湖南省教育厅项目(编号:20A009)


Research on Intersection Control of Urban Expressway Exit Ramp Connection in Mixed Flow Environment
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National Natural Science Foundation of China (No.: 52372296); Project of Hunan Provincial Department of Education (No.: 20a009)

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    摘要:

    【目的】为解决城市快速路出口匝道衔接交叉口区域自动驾驶小客车(Automated Car, AC)与人类驾驶汽车混合行驶带来的问题,【方法】提出了基于改进ALINEA算法的城市快速路出口匝道衔接交叉口控制方法,构建包含地面道路衔接区域换道延误和信号延误的车辆延误模型,以总延误最小为优化目标,以车道数、信号周期长度和排队长度为约束条件,构建基于ALINEA算法的城市快速路出口匝道衔接交叉口优化控制模型。依据SUMO软件建立路网仿真模型,设计12种场景分别对匝道车道数、衔接区域车道数、衔接区域长度等因素进行敏感性分析。【结果】结果表明:ALINEA控制下快速路主线和衔接交叉口平均车速有明显提高,在AC渗透率p为0.4和0.6时提升效果最好,车均延误和最大排队长度明显降低,在p为0.4时降低率最大值分别为12.4%和12%,在p为0.6时降低率最大值分别为14.2%和13%。【结论】灵敏度分析表明:提出的控制模型可以适用于不同的交通场景,且在渗透率适中、衔接区域长度较大、衔接区域车道数较少的场景下控制效果更优。研究成果可为城市快速路出口匝道衔接区域的交通优化提供参考。

    Abstract:

    [Purposes] In order to solve the problem of mixed driving of automated cars (AC) and human driven cars in the intersection area of urban expressway exit ramp connection, [Methods]a control method for urban expressway exit ramp connection intersection based on improved ALINEA algorithm is proposed. A vehicle delay model including lane change delay and signal delay in the ground road connection area is constructed, and the optimization objective is to minimize the total delay. The optimization control model for urban expressway exit ramp connection intersection based on ALINEA algorithm is constructed with the number of lanes, signal cycle length, and queue length as constraints. Based on SUMO software, a road network simulation model was established, and sensitivity analysis was conducted on factors such as the number of ramp lanes, the number of connecting area lanes, and the length of connecting area in 12 scenarios.[Findings]The research results showed that under ALINEA control, the average speed of the expressway mainline and connecting intersections was significantly increased, with the best improvement effect at AC penetration rates of 0.4 and 0.6. The average delay and maximum queue length of vehicles were significantly reduced, with maximum reduction rates of 12.4% and 12% at p 0.4 and 14.2% and 13% at p 0.6, respectively.[Conclusions]Sensitivity analysis shows that the proposed control model can be applied to different traffic scenarios, and the control effect is better in scenarios with moderate penetration rate, long connection area, and fewer lanes in the connection area. The research results can provide reference for the traffic optimization in the connection area of urban expressway off ramp.

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  • 收稿日期:2024-12-17
  • 最后修改日期:2025-02-10
  • 录用日期:2025-02-10
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