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快速路入口匝道控制交通量阈值研究OA

Research on Traffic Volume Thresholds for Expressway On-ramp Metering Control

中文摘要英文摘要

以乌鲁木齐市一环路(外环路高架方向)的入口匝道为研究对象,针对不同交通需求水平,分别实施定时信号控制、ALINEA 控制及ALINEA 排队控制3 种策略,并建立相应的仿真分析模型.研究结果表明,3 种控制策略均能改善主线交通运行状况,但会导致匝道延误与排队长度增加,其中定时信号控制策略对匝道的负面影响较显著.此外,通过逐步调整主线交通量与匝道交通量,对比无信号控制策略与 3 种控制策略下的车辆平均延误差异,确定各策略的交通量阈值,为信号灯参数优化提供理论依据,从而减少车辆延误、提升通行效率.

Taking the on-ramp of the First Ring Road(along the Outer Ring Road elevated direction)in Urumqi as the re-search object,three control strategies,namely fixed-time signal control,ALINEA control and ALINEA queue control were im-plemented under different traffic demand levels,with corresponding simulation models established.The results indicate that all three strategies can improve mainline traffic operation conditions but lead to increased on-ramp delay and queue length,among which the fixed-time signal control strategy has a more significant negative impact on on-ramp traffic.Additionally,by gradual-ly adjusting mainline traffic volume and on-ramp traffic volume,the average vehicle delay differences between the no-signal-control strategies and the three strategies are compared,the traffic volume thresholds for each strategy are determined,which provides a theoretical basis for optimizing signal parameters,thereby reducing vehicle delay and improving traffic efficiency.

孙恩泽;何春光;刘泓君;成思怡;王逸飞

新疆农业大学交通与物流工程学院,乌鲁木齐 830052新疆农业大学交通与物流工程学院,乌鲁木齐 830052新疆农业大学交通与物流工程学院,乌鲁木齐 830052新疆农业大学交通与物流工程学院,乌鲁木齐 830052新疆农业大学交通与物流工程学院,乌鲁木齐 830052

交通工程

城市快速路入口匝道ALINEA 算法VISSIM 仿真车辆平均延误

urban expresswayon-rampALINEA algorithmVISSIM simulationaverage vehicle delay

《现代交通技术》 2026 (2)

56-62,7

国家级大学生创新创业训练计划项目(202210758008)

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