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A two-way green wave coordinated control method based on the red light queuing dissipation constraints in the improved maxband model

A constraint condition and coordinated control technology, applied in the traffic control system of road vehicles, traffic signal control, traffic control system, etc., can solve the problem of discontinuous green wave belt

Active Publication Date: 2020-04-03
GUANGDONG ZHENYE UCTRL TECH CORP LTD
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  • Description
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Problems solved by technology

[0006] The main purpose of the present invention is to overcome the shortcomings and deficiencies of the prior art, and propose a two-way green wave coordinated control method based on the red light queuing dissipation constraints in the improved MAXBAND model, which solves the green wave band caused by considering the red light queuing dissipation Discontinuous problems, and more in line with actual engineering needs, and finally make full use of green waves to reduce driving delays

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  • A two-way green wave coordinated control method based on the red light queuing dissipation constraints in the improved maxband model
  • A two-way green wave coordinated control method based on the red light queuing dissipation constraints in the improved maxband model
  • A two-way green wave coordinated control method based on the red light queuing dissipation constraints in the improved maxband model

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[0090] The two-way green wave coordinated control method based on the red light queuing and dissipation constraints in the improved MAXBAND model of the present invention comprises the following steps:

[0091] S1. Adjust the single-point timing scheme of each intersection: according to the channelization of the lanes in the coordination direction of the main line of each intersection and the actual traffic conditions, determine the phase setting method and the basic control parameters of the signal, and then determine the time required for each intersection. cycle time.

[0092] S2. Determine the public cycle of the coordinated road section: the intersection with the largest cycle duration is used as the key intersection, and the cycle length of the intersection is used as the public cycle. On the basis of satisfying the demand of non-coordinated direction traffic flow, according to the principle that the total green signal ratio of the coordination direction signal phase of ...

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Abstract

The invention discloses a bidirectional green wave coordination control method based on red lamp queue clearance constraint condition in an improved MAXBAND model. The method comprises the following steps of determining a single-point timing scheme of each intersection in trunk coordination; determining a common period of a coordinated road segment; correcting a constraint condition in a traditional MAXBAND model, wherein the step comprises correcting a green conflict constraint condition and an integral-time period constraint condition, and adding a head vehicle constraint condition and a determining screening condition; and through correction in a previous step, finally subdividing a MAXBAND model into two models, namely a model A and a model B, and solving by means of the improved MAXBAND model algorithm. According to the bidirectional green wave coordination control method, through performing geometric meaning correction on the red lamp queue clearance time in the traditional MAXBAND model, the determining screening condition of the algorithm model and the constraint condition of head vehicle mode are added, and a green wave coordination problem in actual engineering can be more accurately described and settled, thereby realizing an effect of improving optimal controlling in trunk bidirectional coordination.

Description

technical field [0001] The invention relates to the field of road traffic signal control optimization in the field of intelligent transportation, in particular to a two-way green wave coordinated control method based on the red light queuing dissipation constraints in the improved MAXBAND model. Background technique [0002] In the field of traffic signal control optimization, according to the difference of optimization objectives, coordinated control methods of urban arterial lines can be roughly divided into two categories, one is based on delay minimization, and the other is based on bandwidth maximization. Among them, the minimum delay method is to calculate the delay time and parking times of the vehicle, and find out the relationship between the traffic signal parameters and traffic performance indicators in the road network, and then obtain the signal timing scheme under the minimum delay as the best Timing scheme. The other is the maximum green wave bandwidth method...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G08G1/07G08G1/081
Inventor 林科陈宁宁潘秋碧李万彪
Owner GUANGDONG ZHENYE UCTRL TECH CORP LTD
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