行人斜穿信号交叉口绿波设计及延误模型

doi:10.13229/j.cnki.jdxbgxb201606009

吉林大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (6): 1818-1826.doi: 10.13229/j.cnki.jdxbgxb201606009

行人斜穿信号交叉口绿波设计及延误模型

卢凯^{1, 2}, 胡建伟¹, 李福樑¹, 张孜³, 徐建闽^{1, 2}

1.华南理工大学土木与交通学院,广州 510640;
2.现代城市交通技术江苏高校协同创新中心, 南京 210096;
3.广州市交通委员会,广州 510620

收稿日期:2014-11-24 出版日期:2016-11-20 发布日期:2016-11-20
作者简介:卢凯(1979-),男,副教授,博士.研究方向:交通信号控制.E-mail:kailu@scut.edu.cn
基金资助:
国家自然科学基金项目(61203164,61174184); 广州市珠江科技新星专项项目(2013J2200066); 广东省交通运输厅科技项目(2013-02-055); 广州市南沙区科技计划项目(2014MS11)

Green wave design and delay model of pedestrian diagonal crossing at signal intersetion

LU Kai^{1, 2}, HU Jian-wei¹, LI Fu-liang¹, ZHANG Zi³, XU Jian-min^{1, 2}

1.School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China;
2.Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies,Nanjing 210096,China;
3.Communications Commission of Guangzhou Municipality, Guangzhou 510620, China

Received:2014-11-24 Online:2016-11-20 Published:2016-11-20

摘要/Abstract

摘要： 针对行人斜穿信号交叉口的实际过街需求,利用时距图分析了不同信号相位相序设置和行人过街组织方案的运行效果,提出了行人连续横穿信号交叉口的绿波带设计方式。根据行人到达和离开位置点的时刻线,推导了行人沿顺时针、逆时针以及不固定方向连续过街的延误模型,建立了总的行人连续过街延误模型通式。算例分析和仿真试验结果表明:本文提出的行人连续过街延误模型能够准确计算行人斜穿信号交叉口的延误时间,获取最佳的信号相位相序和行人过街组织方案,从而实现了行人连续过街的绿波通行,减少了行人连续过街的延误时间。

关键词: 交通运输系统工程, 行人斜穿, 行人绿波, 时距图, 延误模型, 信号相序

Abstract: Considering the real demand for pedestrian diagonal crossing at signal intersection, the operation effects of different signal phase settings and pedestrian crossing organization schemes were analyzed using the time-space diagram. Then, a design approach of pedestrian green wave for continuously crossing signalized intersection was proposed. According to the pedestrian arrival and departure time, the delay model of pedestrian continuous crossing along the clockwise, counterclockwise and unfixed directions were deduced. Finally, the general delay model for pedestrian continuous crossing was established. The results of case study and simulation show that the general delay model can predict the delay of pedestrian diagonal crossing accurately. This model can also help to acquire the best signal phase sequence and pedestrian crossing organization scheme. Therefore, the green wave can be obtained and the delay of the pedestrian diagonal crossing can be reduced.

Key words: engineering of communications and transportation system, pedestrian diagonal crossing, pedestrian green wave, time-space diagram, delay model, signal phase sequence

中图分类号:

U491.5

卢凯, 胡建伟, 李福樑, 张孜, 徐建闽. 行人斜穿信号交叉口绿波设计及延误模型[J]. 吉林大学学报(工学版), 2016, 46(6): 1818-1826.

LU Kai, HU Jian-wei, LI Fu-liang, ZHANG Zi, XU Jian-min. Green wave design and delay model of pedestrian diagonal crossing at signal intersetion[J]. 吉林大学学报(工学版), 2016, 46(6): 1818-1826.

参考文献

[1] 高利平,陈绍宽,梁肖,等. 基于人行横道位置的行人-机动车延误模型[J]. 吉林大学学报:工学版,2009,39(增刊2):47-51.
Gao Li-ping, Chen Shao-kuan, Liang Xiao, et al. Delay model of pedestrian-vehicle system based on location of crossing[J]. Journal of Jilin University(Engineering and Technology Edition),2009,39(Sup.2):47-51.
[2] 郭宏伟,高自友,赵小梅. 基于持续模型的行人过街行为[J]. 吉林大学学报:工学版,2009,39(增刊2):35-40.
Guo Hong-wei,Gao Zi-you,Zhao Xiao-mei. Pedestrian crossing behaviours based on duration model[J]. Journal of Jilin University(Engineering and Technology Edition),2009,39(Sup.2):35-40.
[3] Golani A, Damti H. Model for estimating crossing times at high-occupancy crosswalks[J]. Transportation Research Record, 2007, 2002: 125-130.
[4] Alhajyaseen W K M, Nakamura H. Quality of pedestrian flow and crosswalk width at signalized intersections[J]. IATSS Research, 2010,34(1):35-41.
[5] Goldschmidt J. Pedestrian delay and traffic management[R]. Berkshire: Transport and Road Research Laboratory,1977.
[6] Virkler M R. Pedestrian compliance effects on signal delay[J]. Transportation Research Record: Journal of the Transportation Research Board,1998,1636:88-91.
[7] Transportation Research Board. Highway Capacity Manual 2004[M]. Washington DC: National Research Council, 2000.
[8] Japan Society of Traffic Engineers. Manual of Traffic Signal Control[M]. Tokyo: Japan Society of Traffic Engineers, 2006.
[9] 冯树民,裴玉龙. 行人过街延误研究[J]. 哈尔滨工业大学学报,2007,39(4):613-616.
Feng Shu-min, Pei Yu-long. Research on delay of pedestrian crossing[J]. Journal of Harbin Institute of Technology,2007,39(4):613-616.
[10] 冯树民, 裴玉龙. 考虑行人过街的两相位交叉口配时优化[J]. 交通运输系统工程与信息,2009,9(3):146-151.
Feng Shu-min, Pei Yu-long. Timing optimization for two-phase intersections considering pedestrian crossing[J]. Journal of Transportation Systems Engineering and Information Technology,2009,9(3):146-151.
[11] 高利平. 城市道路环境下人行横道处行人与机动车冲突分析与延误建模[D]. 北京: 北京交通大学交通运输学院, 2010.
Gao Li-ping. Delay modeling on pedestrian-vehicle conflict at crosswalks in urban street[D]. Beijing: School of Traffic and Transportation, Beijing Jiaotong University,2010.
[12] 钱大琳,陈小红. 基于行人专用相位的交叉口信号控制优化模型[J]. 中国公路学报,2013,26(5):140-147.
Qian Da-lin, Chen Xiao-hong. Signal control optimization model at intersection by modifying pedestrian phase[J]. China Journal of Highway and Transport,2013,26(5):140-147.
[13] 马万经,林瑜,杨晓光. 多相位信号控制交叉口行人相位设置方法[J]. 交通运输工程学报,2004,4(2):103-106.
Ma Wan-jing, Lin Yu, Yang Xiao-guang. Design method of pedestrian phases at multi-phase signal intersection[J]. Journal of Traffic and Transportation Engineering,2004,4(2):103-106.
[14] 赵韩涛,郭栋. 有行人专用相位交叉口行人过街时间模型[J]. 哈尔滨工业大学学报, 2012,44(8):57-61.
Zhao Han-tao,Guo Dong. Model of pedestrians crossing time at signalized intersection with exclusive pedestrian phase[J]. Journal of Harbin Institute of Technology, 2012,44(8):57-61.
[15] 孙迪. 行人过街交通行为分析建模[D]. 长春: 吉林大学交通学院,2012.
Sun Di. Analysis and modeling of pedestrian crossing behaviour[D]. Changchun: College of Transportation, Jilin University, 2012.
[16] 卢凯. 交通信号协调控制基础理论与关键技术研究[D]. 广州: 华南理工大学土木与交通学院,2010.
Lu Kai. Research on the foundational theory and key techniques of coordinate signal control in urban traffic network[D]. Guangzhou: School of Civil Engineering and Transportation, South China University of Technology, 2010.

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行人斜穿信号交叉口绿波设计及延误模型

Green wave design and delay model of pedestrian diagonal crossing at signal intersetion

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