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

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

LU Kai1, 2, HU Jian-wei1, LI Fu-liang1, ZHANG Zi3, XU Jian-min1, 2   

  1. 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

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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

CLC Number: 

  • U491.5
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