Transition method for active phase-oriented arterial road coordinate signal control scheme

A control scheme, a technology for coordinating signals, applied in the direction of controlling traffic signals, etc., can solve the problems of increasing the duration of the transition process, long duration of the transition process, and invalidation of the transition green light time solution method.

A control scheme, a technology for coordinating signals, applied in the direction of controlling traffic signals, etc., can solve the problems of increasing the duration of the transition process, long duration of the transition process, and invalidation of the transition green light time solution method.

CN102915645BActive Publication Date: 2014-12-24DALIAN UNIV OF TECH

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  • Transition method for active phase-oriented arterial road coordinate signal control scheme
  • Transition method for active phase-oriented arterial road coordinate signal control scheme
  • Transition method for active phase-oriented arterial road coordinate signal control scheme

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0113] Taking a certain intersection implementing coordinated signal control as an example, the specific implementation manner of the present invention is introduced.

[0114] The time when the scheme switching command is issued TP=16:30:16

[0115] 1. Phase setting and phase display order

[0116] The phase settings and phase display order taken by the example intersection, such as figure 2 , 3 shown. Aspect K5 is the key coordination aspect.

[0117] 2. Dominant Phase Chain and Dominant Phase

[0118] A total of 17 dominant phase chains

[0119] 1) K5→K12→K3→K8

[0120] 2) K5→K12→K3→F2

[0121] 3) K5→K12→K9→K2

[0122] 4) K5→K12→K9→F4

[0123] 5) K5→K12→K4→K8

[0124] 6) K5→K12→K4→F2

[0125] 7) K5→K1→F4

[0126] 8) K11→K6→K3→K8

[0127] 9) K11→K6→K3→F2

[0128] 10) K11→K6→K9→K2

[0129] 11) K11→K6→K9→F4

[0130] 12) K11→K7→F2

[0131] 13) F1→K12→K3→K8

[0132] 14) F1→K12→K9→K2

[0133] 15) F1→K12→K4→K8

[0134] 16) F3→K6→K3→K8

[0135] 17) F3→K6→K9→K2 ...

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Abstract

The invention belongs to the field of an intelligent traffic control technology and relates to a transition method for an arterial road coordinate signal control scheme. The transition method is characterized by comprising the following steps: establishing conceptions of a leading phase chain, active phases and the like, taking green lamp transition time of the active phase as leading power for receiving the difference of technique parameter values of the current scheme and a new scheme; immediately starting transition process at the moment of issuing a scheme switching command; strictly limiting the variation amplitude of the green lamp transition time of the active phase, and leading the green lamp transition time of the active phase into solution procedure of transition process lasting time, transition signal period time and green lamp transition time; and respectively establishing nonlinear integer programming models for the transition signal period time and the green lamp transition time to the transition process experiencing a plurality of transition signal periods, the given transition process lasting time and the number of transition signal periods. The transition method has the characteristics of being fast and stable, and can be widely applied in a traffic signal control system.

Description

technical field [0001] The invention belongs to the technical field of intelligent traffic control, and relates to a transition method of an arterial road coordination signal control scheme. Background technique [0002] The coordinated signal control of urban arterial roads is to realize the linkage effect of traffic lights at adjacent intersections along the urban arterial road, so that some vehicles from the main direction of the upstream intersection can pass through several downstream intersections continuously at a certain speed. Phase difference, signal cycle time and green light time are the key technical parameters of the arterial coordinated signal control scheme. [0003] In order to adapt to the macroscopic time-varying characteristics of road users' traffic demand, traffic engineers are accustomed to dividing the control process of the whole day into multiple control periods. In each control period, the technical parameter values ​​of the control scheme are det...

Claims

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Application Information

Patent Timeline
24 Dec 2014
Publication
CN102915645B
IPC
G08G1/07
Inventors
徐洪峰; 谭伟丽