中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2022, Vol. 41 ›› Issue (09): 26-35.DOI: 10.3969/j.issn.1674-0696.2022.09.04

• 交通+大数据人工智能 • 上一篇    下一篇

礼让行人条件下右转保护型相位设置阈值研究

张智勇,黄鑫灿,邵越   

  1. (北京工业大学 交通研究中心,北京100124)
  • 收稿日期:2021-05-24 修回日期:2021-08-29 发布日期:2022-09-30
  • 作者简介:张智勇(1973—),男,重庆人,副教授,博士,主要从事交通规划与管理方面的研究。E-mail:zhagn5847@bjut.edu.cn 通信作者:黄鑫灿(1997—),男,山东菏泽人,硕士研究生,主要从事交通规划与管理方面的研究。E-mail:897463166@qq.com
  • 基金资助:
    国家重点研发计划项目(2018YFB1601300)

Setting Threshold of Right-Turn Protective Phase under the Condition of Comity to Pedestrians

ZHANG Zhiyong, HUANG Xincan, SHAO Yue   

  1. (Transportation Research Center, Beijing University of Technology, Beijing 100124, China)
  • Received:2021-05-24 Revised:2021-08-29 Published:2022-09-30

摘要: 礼让行人细则下为科学设置信号交叉口右转保护型相位,通过对北京市交叉口的实地调研,分析了人车交互行为和双向过街行人的时空分布特性。基于可接受间隙理论,建立了避让率和双向过街行人影响下的人车交互延误模型,并对模型中参数进行灵敏度分析,综合考虑交叉口运行效率和安全性提出了右转保护型相位设置条件。结果表明:右转车流未饱和条件下右转机动车流量达到100 veh/h、双向过街行人流量达到1 700 ped/h以上时,适宜设置右转保护型相位;过街行人流量越多,右转保护型相位设置阈值对机动车流量要求越低;随着车流量的增长,右转保护型相位的设置对行人流量的要求呈先降后升的趋势;机动车避让率越高,设置右转保护型相位对流量的要求越低,设置右转保护型相位后延误增量越小。

关键词: 交通工程;礼让行人;右转保护型相位;可穿越间隙理论;设置阈值

Abstract: In order to scientifically set the right-turn protective phase of signalized intersection under the detailed rules of comity to pedestrians, the spatial and temporal distribution characteristics of pedestrian-vehicle interaction and two-way pedestrian crossing street were analyzed by the field investigation of several intersections in Beijing. Based on the acceptable gap theory, a delay model of pedestrian-vehicle interaction under the influence of yielding rate and two-way pedestrian crossing street was established. The sensitivity analysis of the parameters in the proposed model was carried out, and the conditions for setting right-turn protective phase were proposed from the perspective of safety and operating efficiency. The results show that when the right-turn vehicle flow is not saturated, the right-turn vehicle flow reaches 100 veh/h, and the two-way pedestrian crossing street flow reaches more than 1700 ped/h, it is appropriate to set the right-turn protective phase. The more pedestrian flow crossing the street, the lower the demand of setting threshold value of right-turn protective phase on vehicle flow. With the increase of vehicle flow, the demand of setting threshold value of right-turn protective phase on pedestrian flow tends to decrease firstly and then increase. The higher vehicle yielding rate, the lower the demand of setting threshold value of right-turn protective phase on flow and the smaller the delay increment after setting right-turn protective phase.

Key words: traffic engineering; comity to pedestrians; right-turn protective phase; traversable gap theory; setting threshold

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