考虑清空时间的双向队首绿波协调控制数解算法

doi:10.13229/j.cnki.jdxbgxb20210733

Abstract

Abstract:

Based on the requirements of bidirectional green wave coordination control for the head of the platoon on the arterial street， aiming at the incoming traffic flow of different movements at the upstream intersection， considering the influence of traffic flows and saturation flows， the setting of intersection phase sequences， the duration of arterial coordination phases and other factors， the computing method of the total clearance time of queuing vehicles was given. The calculation of bias-split in different directions were analyzed， the calculation processes of intersection offset and arterial green wave bandwidth were presented， and the algebraic method of bidirectional green wave coordination control for the head of the platoon considering the clearance time was established. The findings show that， compared with traffic signal optimization software SYNCHRO and TRANSYT， better results in reducing the average delay and stops of the coordinated platoon can be achieved by this method.

Key words: traffic engineering, coordination control, green wave bandwidth, head of the platoon, queuing vehicle, clearance time

CLC Number:

U491.5

Kai LU,Guang-hui XU,Zhi-hong YE,Yong-jie LIN. Algebraic method of bidirectional green wave coordination control for the head of the platoon considering the clearance time[J].Journal of Jilin University(Engineering and Technology Edition), 2023, 53(2): 421-429.

Figures/Tables 8

Fig.1

Fig.2

Fig.3

Table 1

Table 2

Fig.4

Fig.5

Table 3

References 15

1	Little J D C. The synchronization of traffic signals by mixed-integer linear programming[J]. Operations Research, 1966, 14(4): 568-594.
2	Gartner N H, Assmann S F, Lasaga F, et al. A multi-band approach to arterial traffic signal optimization[J]. Transportation Research Part B: Methodological, 1991, 25(1): 55-74.
3	Yang X F, Cheng Y, Chang G L. A multi-path progression model for synchronization of arterial traffic signals[J]. Transportation Research Part C: Emerging Technologies, 2015, 53: 93-111.
4	吴伟, 马万经, 杨晓光. 车路协同环境下基于路径的信号协调优化模型[J]. 吉林大学学报: 工学版, 2014, 44(2): 343-351.
	Wu Wei, Ma Wan-jing, Yang Xiao-guang. Route based signal coordination control model within vehicle infrastructure integration environment[J]. Journal of Jilin University(Engineering and Technology Edition), 2014, 44(2): 343-351.
5	Zhang C, Xie Y C, Gartner N H, et al. AM-Band: an asymmetrical multi-band model for arterial traffic signal coordination[J]. Transportation Research Part C: Emerging Technologies, 2015, 58: 515-531.
6	刘小明, 王力. 基于综合绿波带最宽的交叉口信号协调控制优化方法[J]. 吉林大学学报: 工学版, 2013, 43(1): 62-67.
	Liu Xiao-ming, Wang Li. Optimization method of intersection signal coordinated control based on integrated green wave bandwidth maximization[J]. Journal of Jilin University(Engineering and Technology Edition), 2013, 43(1): 62-67.
7	Ma W J, Zou L, An K, et al. A partition-enabled multi-mode band approach to arterial traffic signal optimization[J]. IEEE Transactions on Intelligent Transportation Systems, 2019, 20(1): 313-322.
8	中国公路学会《交通工程手册》编委会. 交通工程手册[M]. 北京: 人民交通出版社, 1998.
9	Yan J, Shao P, Chen Q, et al. A study of bidirectional green wave control based on random optimal graphical method[C]∥IEEE 7th Data Driven Control and Learning Systems Conference, Enshi, China, 2018: 1180-1184.
10	Guo L, Yang R, Zhang M. Arterial traffic two-direction green wave coordination control based on MATLAB graphical method[C]∥2nd International Conference on Information Science and Control Engineering, Shanghai, China, 2015: 632-635.
11	卢凯, 徐建闽, 叶瑞敏. 经典干道协调控制信号配时数解算法的改进[J]. 公路交通科技, 2009, 26(1): 120-124, 129.
	Lu Kai, Xu Jian-min, Ye Rui-min. Improvement of classical algebraic method of signal timing for arterial road coordinate control[J]. Journal of Highway and Transportation Research and Development, 2009, 26(1): 120-124, 129.
12	王殿海, 杨希锐, 宋现敏. 交通信号干线协调控制经典数值计算法的改进[J]. 吉林大学学报: 工学版, 2011, 41(1): 29-34.
	Wang Dian-hai, Yang Xi-rui, Song Xian-min. Improvement of classical numerical method for arterial road signal coordinate control[J]. Journal of Jilin University(Engineering and Technology Edition), 2011, 41(1): 29-34.
13	卢凯,刘永洋,吴焕,等.非对称通行条件下的双向绿波协调控制数解算法[J].中国公路学报,2015,28(6): 95-103.
	Lu Kai, Liu Yong-yang, Wu Huan,et al.Algebraic method of bidirectional green wave coordinated control under asymmetric traffic conditions[J].China Journal of Highway and Transport, 2015, 28(6): 95-103.
14	荆彬彬, 鄢小文, 吴焕, 等. 基于双向最大绿波带宽的通用干道协调控制数解算法[J]. 交通运输系统工程与信息, 2017, 17(2): 76-82.
	Jing Bin-bin, Yan Xiao-wen, Wu Huan, et al. General algebraic algorithm for arterial coordination control based on maximum bidirectional progression bandwidth[J]. Journal of Transportation Systems Engineering and Information Technology, 2017, 17(2): 76-82.
15	卢凯, 徐广辉, 林观荣, 等. 绿灯终点型双向绿波协调控制数解算法[J]. 中国公路学报, 2019, 32(11): 202-211.
	Lu Kai, Xu Guang-hui, Lin Guan-rong, et al. Algebraic method of bidirectional green wave coordinated control of the end of green time[J]. China Journal of Highway and Transport, 2019, 32(11): 202-211.

Related Articles 15

[1]	Xin ZHANG,Wei-hua ZHANG. Safety analysis of main line under different traffic conditions in expressway confluence area [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(6): 1308-1314.
[2]	Da-yi QU,Zi-xu ZHAO,Yan-feng JIA,Tao WANG,Qiong-hui LIU. Car⁃following dynamics characteristics and model based on Lennard⁃Jones potential [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(11): 2549-2557.
[3]	Chun-jiao DONG,Dai-yue DONG,Cheng-xiang ZHU-GE,Li ZHEN. Trip characteristics and decision⁃making behaviors modeling of electric bicycles riding [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(11): 2618-2625.
[4]	Da-yi QU,Kai-xian HEI,Hai-bing GUO,Yan-feng JIA,Tao WANG. Game behavior and model of lane-changing on the internet of vehicles environment [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(1): 101-109.
[5]	Wen-hui ZHANG,Jing YI,Wei LIU,Qiu-ying YU,Lian-zhen WANG. Injury mechanism of occupants in bus during rear-end crash based on MADYMO [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(1): 118-126.
[6]	Zhi-wei LIU,Jian-rong LIU,Wei DENG. Travelers′ choice behavior of autonomous vehicles based on latent class [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(4): 1261-1268.
[7]	Jin XU,Cun-shu PAN,Jing-hou FU,Jun LIU,Dan-qi WANG. Speed behavior characteristic on typical driving scenarios and along switched scenarios [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(4): 1331-1341.
[8]	Wei-xiong ZHA,Qi-yan CAI,Jian LI,Li-xin YAN. Optimization of offset of urban arterial signal coordination under condition of vehicle entry and exit on side road [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(2): 565-574.
[9]	QU Da-yi,YANG Jing-ru,BING Qi-chun,WANG Wu-lin,ZHOU Jing-chun. Arterial traffic offset optimization based on queue characteristics at adjacent intersections [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1685-1693.
[10]	SUN Yi-xuan,SHAO Chun-fu,YUE Hao,ZHU Liang. Urban traffic accident severity analysis based on sensitivity analysis of support vector machine [J]. 吉林大学学报(工学版), 2014, 44(5): 1315-1320.
[11]	LIU Xiao-ming, WANG Li. Optimization method of intersection signal coordinated control based on integrated green wave bandwidth maximization [J]. 吉林大学学报(工学版), 2013, 43(01): 62-67.
[12]	SHEN L?-ou, JIN Wen-zhou, WEI Ming. Platoon density dispersion model considering the speed range limit [J]. , 2012, (06): 1465-1469.
[13]	ZHAO Feng, LUO Yu-gong, CHU Wen-bo, LI Ke-qiang. Traction control method for full hybrid electric vehicle [J]. 吉林大学学报(工学版), 2011, 41(增刊2): 47-53.
[14]	DONG Hong-hui,SUN Xiao-liang,JIA Li-min,QIN Yong. Multimode traffic volume prediction model [J]. 吉林大学学报(工学版), 2011, 41(03): 645-649.
[15]	WANG Dian-hai, YANG Xi-rui\|SONG Xian-min. Improvement of classical numerical method for arterial road signal coordinate control [J]. 吉林大学学报(工学版), 2011, 41(01): 29-0034.

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

Comments

Recommended 10

[1]	Yang Shu-kai, Song Chuan-xue, An Xiao-juan, Cai Zhang-lin . Analyzing effects of suspension bushing elasticity on vehicle yaw response character with virtual prototype method[J]. 吉林大学学报(工学版), 2007, 37(05): 994 -0999 .
[2]	. [J]. 吉林大学学报(工学版), 2007, 37(06): 1284 -1287 .
[3]	Che Xiang-jiu，Liu Da-you，Wang Zheng-xuan . Construction of joining surface with G¹ continuity for two NURBS surfaces[J]. 吉林大学学报(工学版), 2007, 37(04): 838 -841 .
[4]	Liu Han-bing, Jiao Yu-ling, Liang Chun-yu,Qin Wei-jun . Effect of shape function on computing precision in meshless methods[J]. 吉林大学学报(工学版), 2007, 37(03): 715 -0720 .
[5]	LI Shoutao, LI Yuanchun. Autonomous Mobile Robot Control Algorithm Based on Hierarchical Fuzzy Behaviors in Unknown Environments[J]. 吉林大学学报(工学版), 2005, 35(04): 391 -397 .
[6]	Liu Qing-min，Wang Long-shan，Chen Xiang-wei，Li Guo-fa. Ball nut detection by machine vision[J]. 吉林大学学报(工学版), 2006, 36(04): 534 -538 .
[7]	Li Hong-ying; Shi Wei-guang;Gan Shu-cai. Electromagnetic properties and microwave absorbing property of Z type hexaferrite Ba_3-xLa_xCo₂Fe₂₄O₄₁[J]. 吉林大学学报(工学版), 2006, 36(06): 856 -0860 .
[8]	Li Yue-ying，Liu Yong-bing，Chen Hua . Surface hardening and tribological properties of a cam materials[J]. 吉林大学学报(工学版), 2007, 37(05): 1064 -1068 .
[9]	Yang Qing-fang, Chen Lin . Division approach of traffic control work zone[J]. 吉林大学学报(工学版), 2006, 36(增刊2): 139 -142 .
[10]	Li Cheng, Liu Zhi-hua, Zhang Ping . Analysis on stress and displacement of a composite flywheel composed of twolayer rotor with pre-displacement[J]. 吉林大学学报(工学版), 2007, 37(04): 828 -832 .

公共信号周期		100	102	104	106	108	110	112	114	116	118	120
I₁→I₂	t_{CL（1→2）}	3.4	3.5	3.6	3.6	3.7	3.8	3.9	3.9	4.0	4.1	4.1
	t_{CR（1→2）}	3.6	3.7	3.7	3.8	3.9	4.0	4.0	4.1	4.2	4.2	4.3
	t_{CT（1→2）}	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0
	t_C（1→2）	7.0	7.2	7.3	7.4	7.6	7.8	7.9	8.0	8.2	8.3	8.4
I₂→I₁	t_{CL（2→1）}	5.2	5.3	5.4	5.5	5.6	5.7	5.8	5.9	6.0	6.1	6.3
	t_{CR（2→1）}	5.2	5.3	5.4	5.5	5.6	5.7	5.8	5.9	6.0	6.1	6.3
	t_{CT（2→1）}	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0
	t_C（2→1）	10.4	10.6	10.8	11.0	11.2	11.4	11.6	11.8	12.0	12.2	12.6

公共信号周期		100	102	104	106	108	110	112	114	116	118	120
I₂→I₃ I₂相序	东西北南	5.0	5.2	5.2	5.3	5.4	5.5	5.6	5.8	5.8	5.9	6.0
	东西南北	5.0	5.2	5.2	5.3	5.4	5.5	5.6	5.8	5.8	5.9	6.0
	东北西南	5.0	5.2	5.2	5.3	5.4	5.5	5.6	5.8	5.8	5.9	6.0
	东北南西	8.4	8.6	8.6	8.8	9.0	9.2	9.4	9.6	9.6	9.8	10.0
	东南北西	8.4	8.6	8.6	8.8	9.0	9.2	9.4	9.6	9.6	9.8	10.0
	东南西北	5.0	5.2	5.2	5.3	5.4	5.5	5.6	5.8	5.8	5.9	6.0
I₃→I₂ I₃相序	东西北南	4.6	4.8	4.8	5.0	5.0	5.2	5.2	5.4	5.4	5.6	5.6
	东西南北	4.6	4.8	4.8	5.0	5.0	5.2	5.2	5.4	5.4	5.6	5.6
	东北西南	2.7	2.8	2.8	2.9	2.9	3.1	3.1	3.2	3.2	3.3	3.3
	东北南西	2.7	2.8	2.8	2.9	2.9	3.1	3.1	3.2	3.2	3.3	3.3
	东南北西	2.8	2.9	3.0	3.1	3.1	3.2	3.2	3.3	3.3	3.4	3.4
	东南西北	2.8	2.9	3.0	3.1	3.1	3.2	3.2	3.3	3.3	3.4	3.4

设计方案	I₁→I₂		I₂→I₃		I₃→I₂		I₂→I₁		所有路段
设计方案	延误/s	停车次数	延误/s	停车次数	延误/s	停车次数	延误/s	停车次数	延误/s	停车次数
SYNCHRO	15.3	0.35	4.0	0.07	4.0	0.05	32.7	1.01	14.3	0.38
TRANSYT	41.7	0.53	5.0	0.17	16.3	0.92	12.3	0.41	17.8	0.44
本文方法	23.3	0.25	3.5	0.07	1.5	0.02	19.9	0.23	12.3	0.15

Algebraic method of bidirectional green wave coordination control for the head of the platoon considering the clearance time

RICH HTML

PDF (PC)