Method for setting pedestrian green time of pedestrian crosswalk under signal control
A technology of signal control and pedestrian crossing, which is applied to control traffic signals and other directions, can solve problems such as the impact of the actual traffic capacity of pedestrian crossings without considering the speed of pedestrians and pedestrians, and achieve the effects of improving the operating efficiency of pedestrians and vehicles, improving versatility, and improving safety
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Embodiment 1
[0157] Under the original road conditions, when the number of pedestrians (pedestrian arrival rate) in the crowd was higher, the implementation process of the present invention is as follows:
[0158] Table 1 shows the original basic parameter values of the road section obtained from the survey
[0159] Section width
pedestrian green time
Yellow Lights and Full Red Hours
Pedestrian arrival rate
40(m)
34(s)
5(s)(3 s yellow light)
1 / 3(person / second)
crosswalk width
Pedestrian red light time
Pedestrian Direction Ratio
8(m)
97(s)
136(s)
0.5
[0160] 1. Determine the crowd dissipation time t in the crowd crossing time according to the gathering and dissipation characteristics of the pedestrian crowd s
[0161] 1) First calculate the lateral distance between pedestrians in the crowd
[0162] δ=2.2323×(1 / 3×(136-34) / 8) -0.383 =1.283(m)
[0163] 2) Calculate the time when the accumulat...
Embodiment 2
[0194] Under the current road condition condition, when the number of pedestrians (pedestrian arrival rate) in the crowd is low, the implementation process of the present invention is as follows:
[0195] Table 2 shows the basic parameter values of the status quo of the road section obtained from the survey
[0196] Section width
pedestrian green time
Yellow Lights and Full Red Hours
Pedestrian arrival rate
40(m)
34(s)
5(s)(3 s yellow light)
1 / 10(person / second)
crosswalk width
Pedestrian red light time
Pedestrian Direction Ratio
6(m)
97(s)
136(s)
0.5
[0197] 1. Determine the crowd dissipation time t in the crowd crossing time according to the gathering and dissipation characteristics of the pedestrian crowd s ;
[0198] 1) First calculate the horizontal distance between pedestrians in the crowd: δ=2.2323×(1 / 10×(136-34) / 6) -0.383 =1.822(m);
[0199] 2) Calculate the time when t...
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