Method for calculating main line phase difference of urban traffic signal control system
A technology of traffic signal and control system, applied in the field of phase difference calculation of main line of urban traffic signal control system, can solve the problems of increasing social unrest, noise pollution, endangering human health, etc. Effect
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Embodiment 1
[0047] A method for calculating the phase difference of a main line of an urban traffic signal control system according to the present invention,
[0048] The phase difference calculation formula is as follows:
[0049]
[0050] In the formula: o—one-way coordination phase difference, the unit is s;
[0051] T—one-way travel time of motor vehicles between adjacent intersections, in s;
[0052]
[0053] L——the distance between the stop lines at adjacent intersections, in m;
[0054] u——In a certain period of time, the average driving speed of valid vehicles on the road section, the unit is m / s;
[0055] c——the public cycle duration of the control area, the unit is s;
[0056] Δt——error correction amount, unit is s;
[0057]
[0058] In the formula: t k ——The time when the traffic wave reaches the end of the queue, the unit is s;
[0059] Q S ——The queue length during the red light period, in m,
[0060] ——Evaluate the saturated headway spacing, that is, the...
Embodiment 2
[0071] In this embodiment, it is possible to check whether the phase difference setting is appropriate and correct by using the calculation of the number of queuing vehicles to coordinate the phase difference during the red light period. If the number of queuing vehicles N 12 If it does not meet the expected value, you need to adjust the phase difference.
[0072] A detector is arranged upstream of the intersection, and the position of the detector must ensure that the detector is not occupied by vehicles during the red light period, that is, the queue length does not reach the position of the detector; the detector can record the number of vehicles passing the coordinated traffic flow during the red light time, and the Detectors must be deployed in all lanes upstream of the intersection, such as figure 1 shown. The specific algorithm is as follows:
[0073] According to the green light display section of the coordinated traffic flow and the average driving speed v of the ...
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