Trunk line coordination control method considering road running speed and intersection traffic state

A technology of running speed and traffic status, applied in the direction of road vehicle traffic control system, traffic control system, traffic signal control, etc., can solve the problem of poor coordination effect of arterial lines, limit the width of green wave band and control effect, and cannot take into account the intersection of intersection. Issues such as portability

Active Publication Date: 2021-10-19
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The maximum green wave band method is a commonly used arterial coordination method. However, in actual situations, the unevenness of the intersection spacing makes the time when the traffic flows in the two directions arrive at the same intersection at different times, resulting in the time when the vehicle arrives at the intersection and the time when the green light turns on. It is difficult to match the time, which greatly limits the width and control effect of the green wave band in the coordinated control of the main line
Among the commonly used design methods for arterial coordinated control systems, the graphical method takes into account the intersection with the worst traffic conditions to ac

Method used

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  • Trunk line coordination control method considering road running speed and intersection traffic state
  • Trunk line coordination control method considering road running speed and intersection traffic state
  • Trunk line coordination control method considering road running speed and intersection traffic state

Examples

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example 1

[0104] The layout of an arterial intersection is as follows: figure 1 As shown, the distance between each intersection is shown in Table 1. The direction of the main line is two-way eight lanes, and the entrance roads are channelized with one left-turn lane, two straight lanes, and one right-turn lane. The turning flow at each intersection is shown in Table 2. Assume that the green light loss time of each phase is 3s, and the yellow light time is 3s.

[0105] Table 1 Statistical table of distance between intersections (unit: m)

[0106]

[0107] Table 2 Statistical table of traffic flow of each turn at the intersection (unit: pcu / h)

[0108]

[0109]

[0110] Through calculation, the offset duration of each intersection is shown in Table 3. When the offset time is a positive number, it means that the green light in the due east direction will be turned on earlier, and if it is negative, it means that the green light will be turned on later.

[0111] Table 3 Offset...

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Abstract

The invention relates to a trunk line coordination control method considering the road running speed and the intersection traffic state, and belongs to the technical field of traffic management and control. The method comprises the steps of calculating the signal period duration of each intersection according to the flow and flow direction characteristics of each trunk line intersection, and determining a key intersection and the signal period duration thereof; calculating the minimum effective green light duration of each turning direction of each intersection according to the flow and the key period duration of each intersection in combination with the traffic capacity of an entrance lane; designing and adjusting the phase scheme and signal timing of each intersection according to the key period duration and the minimum effective green light duration of each turning direction of each intersection in combination with staggered release time; and evaluating the phase scheme. According to the characteristics of the flow direction and the flow of the traffic flow at the intersection, reasonable phases are selected, different phase sequence arrangements are carried out, and various signal control schemes can be formed.

Description

technical field [0001] The invention relates to an arterial coordination control method considering road running speed and intersection traffic state, and belongs to the technical field of traffic management and control. Background technique [0002] By adjusting the phase difference of each intersection on the trunk line, the coordinated control of the trunk line signal establishes the linkage control relationship of the signal at the intersection of the trunk line direction, thereby reducing the number of vehicle stops on the trunk line, alleviating traffic congestion, and improving the traffic efficiency of the trunk line. The maximum green wave band method is a commonly used arterial coordination method. However, in actual situations, the unevenness of the intersection spacing makes the time when the traffic flow in the two directions arrives at the same intersection at different times, resulting in the time when the vehicle arrives at the intersection and the time when t...

Claims

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Application Information

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IPC IPC(8): G08G1/081G08G1/083G08G1/08
CPCG08G1/081G08G1/083G08G1/08
Inventor 任刚周平山李豪杰李大韦张梦蝶孙文婷
Owner SOUTHEAST UNIV
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