A refined cellular automaton model to rectify impractical vehicular movement behavior

被引:35
作者
Lan, Lawrence W. [2 ]
Chiou, Yu-Chiun [1 ]
Lin, Zih-Shin [1 ]
Hsu, Chih-Cheng [1 ]
机构
[1] Natl Chiao Tung Univ, Inst Traff & Transportat, Taipei 10012, Taiwan
[2] MingDao Univ, Dept Global Mkt & Logist, Peetow 52345, Chunghua, Peoples R China
关键词
Traffic flow; Cellular automaton; Refined cell; Limited deceleration; Piecewise-linear movement; TRAFFIC FLOW; MICROSCOPIC MODEL; RULES;
D O I
10.1016/j.physa.2009.05.039
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
When implementing cellular automata (CA) into a traffic simulation, one common defect yet to be rectified is the abrupt deceleration when vehicles encounter stationary obstacles or traffic jams. To be more in line with real world vehicular movement, this paper proposes a piecewise-linear movement to replace the conventional particle-hopping movement adopted in most previous CA models. Upon this adjustment and coupled with refined cell system, a new CA model is developed using the rationale of Forbes' et al. car-following concept. The proposed CA model is validated on a two-lane freeway mainline context. It shows that this model can fix the unrealistic deceleration behaviors, and thus call reflect genuine driver behavior in the real world. The model is also capable of revealing Kerner's three-phase traffic patterns and phase transitions among them. Furthermore, the proposed CA model is applied to simulate a highway work zone wherein traffic efficiency (maximum flow rates) and safety (speed deviations) impacted by various control schemes are tested. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:3917 / 3930
页数:14
相关论文
共 20 条
[1]  
Bham GH, 2004, TRANSPORT RES C-EMER, V12, P1, DOI [10.1016/j.trc.2002.05.001, 10.1016/j.trc.2003.05.001]
[2]   Particle hopping models for two-lane traffic with two kinds of vehicles: Effects of lane-changing rules [J].
Chowdhury, D ;
Wolf, DE ;
Schreckenberg, M .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 1997, 235 (3-4) :417-439
[3]  
DAGANZO CF, 1997, FUNDAMENTALS TRANSPO, P54902
[4]  
Forbes T.W., 1958, Highw. Rec. Bd, V37, P345
[5]  
HSU CC, 2007, J EASTS, V7, P2246
[6]   Cellular automata models for synchronized traffic flow [J].
Jiang, R ;
Wu, QS .
JOURNAL OF PHYSICS A-MATHEMATICAL AND GENERAL, 2003, 36 (02) :381-390
[7]   Spatial-temporal patterns in heterogeneous traffic flow with a variety of driver behavioural characteristics and vehicle parameters [J].
Kerner, BS ;
Klenov, SL .
JOURNAL OF PHYSICS A-MATHEMATICAL AND GENERAL, 2004, 37 (37) :8753-8788
[8]   Cellular automata approach to three-phase traffic theory [J].
Kerner, BS ;
Klenov, SL ;
Wolf, DE .
JOURNAL OF PHYSICS A-MATHEMATICAL AND GENERAL, 2002, 35 (47) :9971-10013
[9]   A microscopic model for phase transitions in traffic flow [J].
Kerner, BS ;
Klenov, SL .
JOURNAL OF PHYSICS A-MATHEMATICAL AND GENERAL, 2002, 35 (03) :L31-L43
[10]   Experimental features and characteristics of traffic jams [J].
Kerner, BS ;
Rehborn, H .
PHYSICAL REVIEW E, 1996, 53 (02) :R1297-R1300