基于信号控制的左转车道等候段长度研究
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王爽(1995—),女,硕士研究生,研究方向为交通网络建模以及智能交通。

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U412.35

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Calculation of Storage Lengths for Left-Turn Lanes Based on Signal Control
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    摘要:

    左转弯专用车道等候段的设计能够明显改变交叉口的运行效率,但目前国内外的设计规范以及现有研究文献并未建立通用的等候段长度计算模型,这会导致实际的设计可能不合理或存在危险性。 基于车辆到达分布情况和排队论方法,分析不同情况下左转专用车道的最不利条件,确定在保护相位和许可相位下左转弯车道等候段长度计算模型,并利用 C 语言将计算模型程序化,便于设计人员使用。 最后以北京某交叉口为例,利用 VISSIM 仿真验证新建模型的合理性,结果表明相比于设计规范和已有研究模型,该模型能够有效地减少在交叉口排队车辆的延误时间,提高交叉口的运行效率。 因此该左转弯专用车道等候段长度计算模型可以有效地应用于实际交叉口左转弯专用车道的设计中。

    Abstract:

    Designing the storage lengths for left-turn lanes can significantly influence the operational efficiency of the intersection. However, current design specifications and existing research do not establish a general calcu- lation model of storage lengths, which may produce an unreasonable and hazardous left-turn lane. Based on ve- hicle arrival distribution and queuing theory, this paper analyzed the most unfavorable queuing condition of the left-turn lanes and established the calculation models of storage lengths for left-turn lanes with protected phases and permitted phases. And the calculation models were programmed by C-language which is convenient for de- signers to master. Finally, taking an intersection in Beijing as an example, this paper validated the rationality of the novel models by VISSIM. The simulation results showed that the novel models effectively reduced the delay time of queuing vehicles and improved the operational efficiency of the intersection. Therefore, the calculation models of storage lengths for left-turn lanes may be efficiently applied to the design.

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王爽,卫翀,陈景雅.基于信号控制的左转车道等候段长度研究[J].华东交通大学学报,2019,36(3):46-54.

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  • 在线发布日期: 2021-05-31
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