邵长桥, 黄群龙. 高速公路改扩建施工区交通流特性[J]. 北京工业大学学报, 2021, 47(9): 1036-1047. DOI: 10.11936/bjutxb2020010004
    引用本文: 邵长桥, 黄群龙. 高速公路改扩建施工区交通流特性[J]. 北京工业大学学报, 2021, 47(9): 1036-1047. DOI: 10.11936/bjutxb2020010004
    SHAO Changqiao, HUANG Qunlong. Traffic Characteristics of Reconstruction and Extension of Expressway Work Zone[J]. Journal of Beijing University of Technology, 2021, 47(9): 1036-1047. DOI: 10.11936/bjutxb2020010004
    Citation: SHAO Changqiao, HUANG Qunlong. Traffic Characteristics of Reconstruction and Extension of Expressway Work Zone[J]. Journal of Beijing University of Technology, 2021, 47(9): 1036-1047. DOI: 10.11936/bjutxb2020010004

    高速公路改扩建施工区交通流特性

    Traffic Characteristics of Reconstruction and Extension of Expressway Work Zone

    • 摘要: 为了探究高速公路改扩建施工区交通流特性,结合实测数据和仿真分析,基于施工区不同控制段(警告区、过渡区和作业区)不同车道的速度、流量、饱和车头时距等分析了交通流参数的变化和车道间交通流相互影响.研究表明:过渡区是施工区交通运行的瓶颈;在不同控制段,当密度大于30辆/km时,交通流状态发生突变;在不同车道,当密度大于15辆/km时,内、外侧车道交通流呈现不同特性.基于速度-流量观测数据,建立了回归模型.分析结果表明,2-1施工区、3-2施工区交通中断前后流率下降百分比分别为8.56%、9.25%.根据施工区交通流运行特性,将施工区通行能力定义为排队通过流率,给出了通行能力计算方法,确定2-1施工区、3-2施工区通行能力分别为1 610、3 650辆/h.

       

      Abstract: To explore the characteristics of traffic flow in the expressway reconstruction and expansion work zone, combined with the measured data and simulation analysis, based on the speed, flow and saturated headway of different lanes in different control sections (warning zone, transition zone and working zone) of the work zone, the change of traffic flow parameters and the interaction of traffic flow between lanes were analyzed. The research shows that the transition zone is the bottleneck of traffic operation in the work zone, in different control sections, when the density is greater than 30 veh/km, the traffic flow state changes suddenly; in different lanes, when the density is greater than 15 veh/km, the inner and outer lane traffic flows exhibit different characteristics. Based on the velocity-flow observation and simulation data, a regression model was established. The analysis results show that before and after traffic interruption, the percentage of decrease of flow rate in 2-1 work zone and 3-2 work zone is 8.56% and 9.25%, respectively. According to the traffic flow characteristics of the work zone, the capacity of the work zone is defined as the queuing flow rate, and the calculation method of the capacity is given. The capacity of 2-1 construction area and 3-2 work zone is 1 610 veh/h and 3 650 veh/h, respectively.

       

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