Design and Simulation of Signal Phase for Pedestrians' Twice Crossing at Large Signalized Intersections

被引:0
作者
State Key Laboratory of Rail Traffic Control and Safety, Beijing Jiaotong University, Beijing, 100044, China [1 ]
机构
[1] State Key Laboratory of Rail Traffic Control and Safety, Beijing Jiaotong University, Beijing
来源
J. Transp. Syst. Eng. Inf. Technol. | 2007年 / 4卷 / 57-65期
基金
中国国家自然科学基金;
关键词
averaged maximum waiting time; large signalized intersections; pedestrians twice crossing (PTC); refuge island;
D O I
10.1016/S1570-6672(07)60030-0
中图分类号
学科分类号
摘要
Under conditions of mixed traffic, pedestrians' twice crossing (PTC) is one of the effective maneuvers for signalized intersections with particularly large size to enhance traffic safety and efficiency by decreasing conflicts and ambiguity of pedestrians and motorized vehicles. However, it will lead to diminishing of vehicles throughput if the signal phase for PTC is not properly designed. In this paper, a method to design signal phase for PTC at large signalized intersections is proposed. The method is aimed at coordinating pedestrian and vehicle signal phases by making them overlap and by combining them. A limiting factor of the method is also presented, after detailed schemes of pedestrian signal phase being worked out under different assumptions of original vehicle signals and setting conditions for PTC. In order to compare the optional schemes of pedestrian signal phase, an evaluation model with regard to pedestrians' waiting time at different waiting zones and a simulation model to implement the evaluation are constructed. The proposed method and models are also employed to analyze the schemes of signal phase for PTC at a practical signalized intersection. © 2007 China Association for Science and Technology.
引用
收藏
页码:57 / 65
页数:8
相关论文
共 21 条
[1]  
Transportation Research Board, Highway capacity manual (HCM) 2000, (2000)
[2]  
Yang X., Chen B., Peng G., Study of the way of setting pedestrian's traffic control signal, China Journal of Highway and Transport, 14, 1, pp. 73-76, (2001)
[3]  
Li J., Mao B., Capacity analysis to signalized intersections under mixed traffic environment, Journal of Transportation Systems Engineering and Information Technology, 1, 2, pp. 119-123, (2001)
[4]  
Peng G., Zhang Y., Study of the way of setting ripple changes, China Journal of Highway and Transport, 14, pp. 59-62, (2001)
[5]  
Mao B., Yang Z., Chen H., Review of road simulation technologies and systems, Journal of Beijing Jiaotong University, 26, 5, pp. 37-46, (2002)
[6]  
Zou Z., Yang D., An object-oriented development of urban traffic simulation laboratory system, Journal of System Simulation, 14, 7, pp. 844-848, (2002)
[7]  
Liu Y., Shi J., Xiong H., Simulation Technologies of Traffic System, (2002)
[8]  
Wong C., Wong S., Lane-based optimization of signal timings for isolated junctions, Transportation Research Part B, 37, 1, pp. 63-84, (2003)
[9]  
Ma W., Lin Y., Yang X., Design method of pedestrian phases at multi-phase signal intersection, Journal of Traffic and Transportation Engineering, 4, 2, pp. 103-106, (2004)
[10]  
Guo J., Liu S., Chen S., Et al., Study on actuated signal controlled intersection a synchro-based, Journal of Transportation Systems Engineering and Information Technology, 4, 4, pp. 68-71, (2004)