韩志玲, 严亚丹, 王东炜. 站点处非机动车对公交车辆停靠过程影响分析[J]. 北京工业大学学报, 2016, 42(7): 1077-1081. DOI: 10.11936/bjutxb2015070063
    引用本文: 韩志玲, 严亚丹, 王东炜. 站点处非机动车对公交车辆停靠过程影响分析[J]. 北京工业大学学报, 2016, 42(7): 1077-1081. DOI: 10.11936/bjutxb2015070063
    HAN Zhiling, YAN Yadan, WANG Dongwei. Impact Analysis of Non-motor Vehicles on Buses’ Stopping Process at Bus Stops[J]. Journal of Beijing University of Technology, 2016, 42(7): 1077-1081. DOI: 10.11936/bjutxb2015070063
    Citation: HAN Zhiling, YAN Yadan, WANG Dongwei. Impact Analysis of Non-motor Vehicles on Buses’ Stopping Process at Bus Stops[J]. Journal of Beijing University of Technology, 2016, 42(7): 1077-1081. DOI: 10.11936/bjutxb2015070063

    站点处非机动车对公交车辆停靠过程影响分析

    Impact Analysis of Non-motor Vehicles on Buses’ Stopping Process at Bus Stops

    • 摘要: 以公交停靠站处,非机动车对公交车辆停靠过程的交通影响为研究对象,分析由于非机动车的干扰导致公交车辆进站、停靠、出站延误增加的机理. 在停靠时间与上下客数量之间线性模型的基础上,引入非机动车辆的干扰影响,分别构建公交停靠站点处的车辆服务时间、停靠时间,以及单个停靠车位的通行能力计算模型. 以郑州市2处公交站点为例,验证计算模型的可行性与合理性,并对直线式公交停靠站和准港湾式公交停靠站处,非机动车干扰影响程度的差异进行了对比分析. 计算结果表明:非机动车对公交停靠的影响是显著的;直线式公交停靠站点处,单个停靠车位通行能力降低13%;准港湾式公交停靠站点处,单个停靠车位通行能力降低6%. 直线式停靠站点处受到的非机动车干扰影响更大;若考虑人均延误最小原则,对于直线式公交停靠站而言,公交车辆的最佳停靠位置为非机动车道宽度的1/3至2/3处. 从而为公交停靠站点的设置及运行状况分析提供参考.

       

      Abstract: Centered around the traffic impact of non-motor vehicles on buses at bus stops, the increase of bus delay was analyzed when the buses were approaching and leaving the bus stop and serving passengers. Based on the linear model of dwell time, the number of boarding and alighting passengers, calculation models of service time, dwell time and loading area capacity were proposed by adding the interference of non-motor vehicles. Finally, cases of calculation models at two bus stops in Zhengzhou were provided, and comparative analysis of influence degree of non-motor vehicles at not-bay bus stop and bus bay stop was made. Results show that non-motor vehicles have significant influences on buses. Loading area capacity respectively reduces by 13% and 6% at the not-bay bus stop and bus bay stop. The interference of non-motor vehicles at not-bay bus stops is larger. The best loading area at not-bay bus stops is 1/3 to 2/3 of the width of bicycle lane with the smallest average people delay. The research can provide technical support for the design of bus stops and the operation of buses.

       

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