Stacked soft flyover system of crossroad and three-way intersection
A technology for three-way intersections and crossroads, which is applied in the field of stacked soft interchange systems at intersections and three-way intersections, can solve the problems of complex equipment configuration and high construction investment in the adaptive control system, and achieve the effect of improving traffic emergency transportation capacity and traffic capacity
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Embodiment 1
[0019] Example 1: An example of traffic regulation areas at intersections with fewer left-turning vehicles
[0020] A stacking area parallel traffic control method at an intersection, in which stacking areas are set on main paths A, B, C, and D, which are respectively between P4L4, P1L1, P2L2, and P3L3. Through the principle of parallelism, it can quickly, effectively and adaptively reduce the waiting time for left turns, reduce traffic conflicts, and realize arbitrary left turns, right turns, U-turns, etc. The spare areas (E, F, H, G) formed between circular or square areas can be used to set up emergency areas, or to set up flower beds and plant urban greening plants to beautify the environment.
[0021] First, calculate the size of the stacking area, which is calculated based on the fact that there are fewer left-turning vehicles. Assuming that the single-lane waiting length of left-turning vehicles is S=120m, since the stacking area has 4 lanes, the stacking area needs 1...
Embodiment 2
[0034] Example 2: An example of a traffic regulation area at an intersection with many left-turning vehicles
example 2
[0035] The principle of Example 2 is the same as that of Example 1, so it will not be repeated here. Example 2 Change the auxiliary road entering the stack area into 2 lanes, so that vehicles waiting to turn left can line up in 2 separate lanes, or the single lane can share 1 lane with straight-going vehicles, so that the intersection looks like eight arrows and eight hearts, which is more beautiful . Example 2 is mainly used for large intersections with a lot of traffic and a long cycle. Assuming that the waiting length of a single lane in each direction is 240m, the total waiting length of 4 lanes in a certain direction is 240×4=960m, calculated as 6m per vehicle, the total number of waiting vehicles in a certain direction is 160. Assuming that 120 vehicles go straight and 40 vehicles turn left, the length of the stack area is 40 / 4×6=60m. According to the speed of 30km / h through the intersection, that is, 8m / s, it takes 8s to clear the stack area. However, it takes 60s+40s...
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