Kinematic model of start wave at signalized intersection

Jilin Daxue Xuebao (Gongxueban)/Journal of Jilin University (Engineering and Technology Edition)

Volumn 38, Issue 2, 2008, Pages 268-272

  Qu, Zhao Wei ^a   Wang, Dian Hai ^a   Yao, Rong Han ^a  

^a JILIN UNIVERSITY   (China)

Author keywords

Engineering of communications and transportation system; Kinematic model; Traffic flow; Vehicle start wave

Indexed keywords

KINEMATICS; MATHEMATICAL MODELS; STARTING; TRAFFIC CONGESTION; TRAFFIC CONTROL; TRAFFIC SIGNALS; VEHICLES; WAVE PROPAGATION;

KINEMATIC MODEL; TRAFFIC FLOW; TRAFFIC SIGNAL CONTROL; VEHICLE START WAVE;

INTERSECTIONS;

EID: 41649086585     PISSN: 16715497     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Gartner N H, Messer C, Rathi A K. Monograph on Traffic Flow Theory [M]. Washington: The Federal Highway Administration (FHWA), 1996.
2. Wang Dian-hai, Jing Chun-guang, Qu Zhao-wei. Application of traffic-wave theoryin intersections traffic flow analysis [J]. China Journal of Highway and Transport, 2002, 15(1): 93-96.
3. Zhang Ya-ping, Li Shuo. Analysis of congestion and dissipation at signalized intersections [J]. Journal of Changsha Communication University, 1999, 15(3): 57-61.
4. Yang Shao-hui. Research on models of delay and queue length at fixed-time signals [D]. Changchun: College of Transportation, Jilin University, 2003.
5. Wu Zheng, Wang Mao-lin, Deng Ting-huan. Measurement research for level crossing traffic flow starting wave and its application [J]. Journal of Fudan University (Natural Science), 2001, 40(6): 593-598.
6. Yang Shao-hui, Wang Dian-hai, Dong Bin, et al. Modification of start-wave model at signalized intersection [J]. Journal of Highway and Transportation Research and Development, 2006, 23(1): 130-134.