Signal Timing Method of Four-way Roundabout Based on Rearward Movement of Stop Line
A roundabout and signal timing technology, which is applied in the direction of traffic signal control, road vehicle traffic control system, traffic control system, etc., can solve problems such as unbalanced traffic conditions at entrances, traffic congestion, etc., to improve space utilization, Relieve congestion and alleviate the effect of long queues
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specific Embodiment approach 1
[0025] Specific implementation mode one: combine Figure 1 to Figure 3 To illustrate this embodiment, the four-way roundabout signal timing method based on the rearward movement of the stop line described in this embodiment is:
[0026] Two different phases, Phase 1 and Phase 2 are respectively used to control two pairs of opposite entrances of the four-way roundabout; Phase 1 and Phase 2: three light colors of green, yellow and red are displayed in a cycle; Phase 1 and Phase 2 It is a conventional phase, that is, the cycle mode is exactly the same, except that when phase 1 displays a green light, phase 2 displays a red light;
[0027] When the motor vehicle flow difference of two opposite entrances is greater than or equal to the threshold value, move the stop line of the entrance with a larger motor vehicle flow among the two entrances to the rear, and set a yield line at the entrance;
[0028] When there is only one entrance where the stop line is moved backwards, the phas...
specific Embodiment approach 2
[0039] Specific implementation mode two: combination Figure 4 and Figure 5 Describe this embodiment. This embodiment is a further limitation of the four-way roundabout signal timing method based on the stop line moving backwards described in Embodiment 1. In this embodiment, the red light time of phase three is R i :
[0040]
[0041] In the formula:
[0042] i represents the serial number of the entrance where the parking line is moved backward, and the serial numbers of the north entrance, south entrance, east entrance and west entrance are 1, 2, 3 and 4 respectively. image 3 Take the phase scheme as an example, i=1,3;
[0043] A i ——Set the time of the yellow light at the entrance where the stop line moves backward, unit: s; A i is a known parameter;
[0044] L c——The distance from the yield line of the entrance where the stop line is moved backward to the confluence point of the roundabout, or the distance from the stop line of the entrance without a rearward ...
specific Embodiment approach 3
[0048] Specific implementation mode three: combination image 3 , Figure 6 and Figure 7 Describe this embodiment. This embodiment is a further limitation of the four-way roundabout signal timing method based on the rearward movement of the stop line described in Embodiment 2. In this embodiment, the yellow flashing time of Phase 3 is AF x :
[0049] AF x =g y +D-A x -R x
[0050] In the formula:
[0051] x, y represent the serial numbers of the two entrances when there are two entrances where the stop line is set to move backwards, with image 3 Take the phase scheme as an example. When x=1, the parameters including the subscript x represent the parameters of the north entrance. At this time, y=3, and the parameters including the subscript y represent the parameters of the east entrance; when x=3, the parameters including the subscript x Each parameter of the subscript substitutes the parameter of the east entrance, at this time y=1, and each parameter including the...
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