考虑方案过渡影响的单点交通控制时段划分方法

doi:10.13229/j.cnki.jdxbgxb20181119

Abstract

Abstract:

To improve the precision of time interval partition at an isolated control intersection, first, two adjacent statistical intervals are taken as examples to determine the numbers of transition cycles under different timing plan transition conditions. Second, the negative impacts caused by plan transition are considered and the calculation models of total vehicle delays when adjacent intervals are combined and not combined are developed, respectively. The difference of total vehicle delays under the two conditions is selected as the index to judge whether two adjacent intervals can be combined or not. Finally, the time interval partition procedure is developed for all statistical intervals in the whole day. A case study is conducted by taking a field intersection in Fuzhou city as an example and the comparisons are conducted between the proposed method and traditional partition method. The results show that the proposed method can produce reasonable number of time intervals and reduce total vehicle delay by 8.9%.

Key words: engineering of communications and transportation system, signal control, time of interval partition, plan transition, vehicle delay

CLC Number:

U491

Yi-ming BIE,Kai JIANG,Ru-ru TANG,Lin-hong WANG,Xin-yu XIONG. Time of interval partition for traffic control at isolated intersection considering impacts of plan transition[J].Journal of Jilin University(Engineering and Technology Edition), 2019, 49(6): 1844-1851.

Figures/Tables 3

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Table 1

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时段编号	方法1		方法2
时段编号	对应时间	最佳周期/s	对应时间	最佳周期/s
总延误/s	1 252 800		1 364 299
1	0:00~7:10	50	21:35~6:50	56
2	7:10~9:00	116	6:50~11:50	132
3	9:00~11:40	140	11:50~13:30	99
4	11:40~12:55	103	13:30~18:00	138
5	12:55~19:00	140	18:00~20:30	106
6	19:00~21:15	94	20:30~21:35	82
7	21:15~24:00	59	-	-

Time of interval partition for traffic control at isolated intersection considering impacts of plan transition

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