Journal of Jilin University(Engineering and Technology Edition) ›› 2018, Vol. 48 ›› Issue (6): 1685-1693.doi: 10.13229/j.cnki.jdxbgxb20180070

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Arterial traffic offset optimization based on queue characteristics at adjacent intersections

QU Da-yi(),YANG Jing-ru,BING Qi-chun(),WANG Wu-lin,ZHOU Jing-chun   

  1. College of Automobile and Transportation, Qingdao University of Technology, Qingdao 266520,China
  • Received:2018-01-19 Online:2018-11-20 Published:2018-12-11

Abstract:

Based on the arrival characteristics of traffic flow between adjacent intersection, the mechanism of arterial coordination was analyzed first considering six states of traffic flow arriving at downstream intersections. Then, the traffic delays were divided into three types, named motorcade head suffocated delay, motorcade trail suffocated delay and zero delay. Third, according to the aggregation and dispersion of the queue between associate intersections under different conditions, the length of the queue was calculated, which was then introduced into the calculation of the delay. Finally, an arterial coordination control optimization model was established. Five intersections along the Coastal Road in Qingdao were selected as an example to verify the proposed model. The quantitative relationship between offset and delay in correlated intersections was obtained, and the minimum delay as the target of offset was determined. The results indicate that the offset model based on queue characteristics is feasible and effective in arterial traffic coordination control.

Key words: engineering of communication and transportation system, arterial coordination control, offset, delay analysis, queue length

CLC Number: 

  • U491

Fig.1

Vehicle arrival characteristics"

Fig.2

Analysis of the vehicle flow characteristics type"

Fig.3

Stop-wave and dissipation-wave analysis of vehicle flow"

Fig.4

Delay diagram for case 1"

Fig.5

Delay diagram for case 2"

Fig.6

Delay diagram for case 3"

Fig.7

Delay diagram for case 4"

Fig.8

Delay diagram for case 5"

"

交叉口编号 关联交叉路口 相位相序优化方案 停车次数减少率/% 排队长度减少率/%
1 长江路-太行山路 36.62 41.59
2 长江路-庐山路 32.61 32.03
3 长江路-井冈山路 41.38 38.86
4 长江路-武夷山路 32.69 31.69
5 长江路-阿里山路 27.08 44.39

Table 2

Trunk traffic characteristic data"

参数 干线协调方向(路口编号)
1→2 2→3 3→4 4→5
关联交叉口间距/m 389 310 501 300
车辆行驶速度/(m·s-1) 12.5 12.5 12.5 12.5
车队到达率/(辆·h-1) 1400 1340 1290 1330
下游交叉口绿灯时间/s 42 42 42 42
上游交叉口绿灯时间/s 30 42 42 42
停车波速度/(m·s-1) 4.5 4.1 4.5 4.2
消散波速度/(m·s-1) 6.1 5.6 6.3 5.5

Fig.9

Relationship between offset and delay"

Fig.10

Time-space diagram of green wave for Changjiang road"

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