Intersection traffic light timing adjustment method and terminal
An adjustment method and technology of traffic lights, applied in traffic control systems, instruments, traffic control systems of road vehicles, etc., can solve problems such as the inability to detect passing vehicle information, improve smoothness, improve efficiency, and solve problems of inaccurate control Effect
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Embodiment 1
[0063] This embodiment provides a method for adjusting the passing time of traffic lights at intersections, which is applied to figure 2 In the system shown, in this system, each traffic light intersection is provided with:
[0064] Several detection devices 10, in the present embodiment, the detection device includes several geomagnetic controllers arranged at each crossing and a geomagnetic controller for receiving geomagnetic signals, which are used to detect vehicle information on each lane, specifically, Whenever a vehicle passes the lane, it will be detected, and the detection device will output passing information;
[0065] The vehicle passing volume adjustment device 20 is an equipment for increasing the setting of this program relative to the prior art;
[0066] The intelligent control platform has a server 40 for receiving and storing the original vehicle passing data sent by the vehicle passing amount adjustment device.
[0067] Geomagnetism transmits the collect...
Embodiment 2
[0112] In this embodiment, on the basis of Embodiment 1, the congestion distance s in step S213 is n The determination method for is changed to the following:
[0113] Change the number of Internet engines from one to at least two to improve the data credibility of the system's judgment.
[0114] Now, the total number of Internet engines is z, and the congestion level coordinate point set includes the first congestion level coordinate point set ... the uth congestion level coordinate point set ... the z congestion level coordinate point set; z is the total number of Internet engines;
[0115] The uth congestion level coordinate point set is the congestion level coordinate point set fed back by the uth Internet engine, 1≤u≤z;
[0116] In this embodiment, z is equal to 2, and the Internet engine includes a navigation engine A and a navigation engine B.
[0117] Navigation engine A, after receiving the information from coordinate a to coordinate b sent by the server, the retur...
Embodiment 3
[0135] The present embodiment is on the basis of embodiment 1, with step S20: revise described on-site cycle time passing car number p 1 ,p 2 ..p n ....p m Obtain the information of the number of passing vehicles in the cycle time l 1 , l 2 ..l n ....l m ; Add the following steps:
[0136] In this embodiment, the correction method is designed with reference value data p n基 ,p n基 is the reference number of passing vehicles of the nth lane in the corresponding period. In this example, the p n基 Take the measurement average value of the intersection detection equipment within the set historical time.
[0137] p n基 Calculated from the historical cycle data of each lane, each geomagnetic field sets a reference value data every 10 seconds, which is consistent with the cycle data interval, and is divided into workday reference values p n基工 , holiday reference value p n基节 , if the current time is a working day, use the working day reference value p n基工 To correct, if th...
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