Expressway Traffic Flow Model Study Based on Different Traffic Rules

Junwei Zeng; Senbin Yu; Yongsheng Qian; Xiao Feng

doi:10.1109/JAS.2017.7510469

Volume 5 Issue 6

Nov. 2018

IEEE/CAA Journal of Automatica Sinica

JCR Impact Factor: 15.3, Top 1 (SCI Q1)

CiteScore: 23.5, Top 2% (Q1)
Google Scholar h5-index: 77， TOP 5

Turn off MathJax

Article Contents

Article Navigation > IEEE/CAA Journal of Automatica Sinica > 2018 > 5(6): 1099-1103

Junwei Zeng, Senbin Yu, Yongsheng Qian and Xiao Feng, "Expressway Traffic Flow Model Study Based on Different Traffic Rules," IEEE/CAA J. Autom. Sinica, vol. 5, no. 6, pp. 1099-1103, Nov. 2018. doi: 10.1109/JAS.2017.7510469

Citation:

Junwei Zeng, Senbin Yu, Yongsheng Qian and Xiao Feng, "Expressway Traffic Flow Model Study Based on Different Traffic Rules," IEEE/CAA J. Autom. Sinica, vol. 5, no. 6, pp. 1099-1103, Nov. 2018. doi: 10.1109/JAS.2017.7510469

Citation:

PDF( 5923 KB)

Expressway Traffic Flow Model Study Based on Different Traffic Rules

doi: 10.1109/JAS.2017.7510469

Junwei Zeng^{1
,
,},
Senbin Yu^2
,,
Yongsheng Qian^1
,,
Xiao Feng^2
,

1.
School of Traffic and Transportation, Lanzhou Jiaotong University, Lanzhou 730070, China
2.
Beijing Jiaotong University, Beijing 100044, China

More Information

Abstract

Abstract

In this paper, two cellular automata traffic models are proposed to simulate the operation of an expressway. The results show that the flow rate and the average velocity are generally equal in the same density which is different among the lanes. The analysis of lane changing times and the velocity total deviation show some characteristics which are difficult to explain phase transitions under fundamental diagram theory. Therefore, the concept of lane changing probability is introduced, and it is concluded that the speed-limit rule can reduce the motivation of lane changing effectively.
- Expressway,
- lane changing probability,
- phase transitions,
- traffic rules

FullText(HTML)

Color versions of one or more of the figures in this paper are available online at http://ieeexplore.ieee.org.

References(32)

References

[1]	H. X. Ge, H. B. Zhu, and S. Q. Dai, "Cellular automaton traffic flow model considering intelligent transportation system, " Acta Phys. Sinica, vol. 54, no. 10, pp. 4621-4626, Oct. 2005. http://wulixb.iphy.ac.cn/EN/Y2005/V54/I10/4621
[2]	L. A. Pipes, "An operational analysis of traffic dynamics, " J. Appl. Phys., vol. 24, no. 3, pp. 274-281, Mar. 1953. https://www.mendeley.com/research-papers/operational-analysis-traffic-dynamics/
[3]	R. E. Chandler, R. Herman, and E. W. Montroll, "Traffic dynamics: studies in car following, " Operat. Res. , vol. 6, no. 2, pp. 165-184, Apr. 1958. https://www.mendeley.com/research-papers/traffic-dynamics-studies-car-following/
[4]	G. F. Newell, "Nonlinear effects in the dynamics of car following, " Operat. Res., vol. 9, no. 2, pp. 209-229, Apr. 1961. https://www.mendeley.com/research-papers/nonlinear-effects-dynamics-car-following/
[5]	M. Bando, K. Hasebe, A. Nakayama, A. Shibata, and Y. Sugiyama, "Dynamical model of traffic congestion and numerical simulation, " Phys. Rev. E, vol. 51, no. 2, pp. 1035-1042, Feb. 1995. https://www.mendeley.com/research-papers/dynamical-model-traffic-congestion-numerical-simulation-4/
[6]	D. Helbing and B. Tilch, "Generalized force model of traffic dynamics, " Phys. Rev. E, vol. 58, no. 1, pp. 133-138, Jul. 1998. http://cn.arxiv.org/abs/cond-mat/9806243
[7]	R. Jiang, Q. S. Wu, and Z. J. Zhu, "Full velocity difference model for a car-following theory, " Phys. Rev. E, vol. 64, no. 1, Atricle ID 017101, Jun. 2001. https://www.mendeley.com/research-papers/full-velocity-difference-model-carfollowing-theory-rui/
[8]	M. Cremer and J. Ludwig, "A fast simulation model for traffic flow on the basis of Boolean operations, " Math. Comp. Simul., vol. 28, no. 4, pp. 297-303, Aug. 1986. doi: 10.1016/0378-4754(86)90051-0
[9]	K. Nagel and M. Schreckenberg, "A cellular automaton model for freeway traffic, " J. Phys. I France, vol. 2, no. 12, pp. 2221-2229, Dec. 1992. doi: 10.1051/jp1:1992277
[10]	K. Nagel and M. Paczuski, "Emergent traffic jams, " Phys. Rev. E, vol. 51, no. 4, pp. 2909-2918, Apr. 1995. https://www.mendeley.com/research-papers/emergent-traffic-jams/
[11]	M. Takayasu and H. Takayasu, "1/f noise in a traffic model, " Fractals, vol. 1, no. 4, pp. 860-866, Dec. 1993. doi: 10.1142/S0218348X93000885
[12]	S. C. Benjamin, N. F. Johnson, and P. M. Hui, "Cellular automata models of traffic flow along a highway containing a junction, " J. Phys. Math. Gen., vol.29, no.12, pp.3119-3127, 1996. doi: 10.1088/0305-4470/29/12/018
[13]	X. B. Li, Q. S. Wu, and R. Jiang, "Cellular automaton model considering the velocity effect of a car on the successive car, " Phys. Rev. E, vol. 64, no. 6, Article ID 066128, Dec. 2001. https://www.mysciencework.com/publication/show/cellular-automaton-model-considering-velocity-effect-car-successive-car-cf077ee0
[14]	R. Barlovic, L. Santen, A. Schadschneider, and M. Schreckenberg, "Metastable states in cellular automata for traffic flow, " Eur. Phys. J. B Cond. Matt. Compl. Syst. , vol. 5, no. 3, pp. 793-800, Oct. 1998.
[15]	M. Fukui and Y. Ishibashi, "Traffic flow in 1D cellular automaton model including cars moving with high speed, " J. Phys. Soc. Jap., vol.65, no.6, pp.1868-1870, 1996. doi: 10.1143/JPSJ.65.1868
[16]	L. Qi, M. C. Zhou, and W. J. Luan, "A dynamic road incident information delivery strategy to reduce urban traffic congestion, " IEEE/CAA J. of Autom. Sinica., vol. 5, no. 5, pp. 934-945, Sep. 2018.
[17]	G. Z. Su, J. C. Chen, and L. X. Chen, "Thermostatistical properties of q-deformed bosons trapped in a D-dimensional power-law potential, " J. Phys. A Math. Gen. , vol. 36, no. 40, pp. 10141-10150, Sep. 2003. doi: 10.1088/0305-4470/36/40/001
[18]	F. Y. Wang, N. N. Zheng, D. P. Cao, C. M. Martinez, and T. Liu, "Parallel driving in CPSS: a unified approach for transport automationand vehicle intelligence, " IEEE/CAA J. of Autom. Sinica. , vol. 4, no. 4, pp. 577-587, Oct. 2017. http://dspace.lib.cranfield.ac.uk/handle/1826/12631
[19]	H. Emmerich and E. Rank, "An improved cellular automaton model for traffic flow simulation, " Phys. A Stat. Mech. Appl., vol. 234, no. 3-4, pp. 676-686, Jan. 1997. https://www.mendeley.com/research-papers/improved-cellular-automaton-model-traffic-flow-simulation/
[20]	X. Y. Li, Y. S. Chen, and Z. Q. Wu, "Singular analysis of bifurcation of nonlinear normal modes for a class of systems with dual internal resonances, " Appl. Math. Mech. , vol. 23, no. 10, pp. 1122-1133, Oct. 2002. http://www.sciencemeta.com/index.php/AMM/article/view/608277
[21]	R. Jiang and Q. S. Wu, "Cellular automata models for synchronized traffic flow, " J. Phys. A Math. Gen. , vol. 36, no. 2, pp. 381-390, Dec. 2002. http://www.mendeley.com/research/cellular-automata-models-synchronized-traffic-flow/
[22]	R. Jiang, M. B. Hu, B. Jian, R. L. Wang, and Q. S. Wu, "The effects of reaction delay in the Nagel-Schreckenberg traffic flow model, " Eur. Phys. J. B, vol. 54, no. 2, pp. 267-273, Nov. 2006. doi: 10.1140/epjb/e2006-00449-5
[23]	M. Ricekrt, K. Nagel, M. Schreckenberg, and A. Latour, "Two lane traffic simulations using cellular automata, " Phys. A Stat. Mech. Appl., vol. 231, no. 4, pp. 534-550, Oct. 1996. https://www.mendeley.com/research-papers/two-lane-traffic-simulations-using-cellular-automata-2/
[24]	D. Chowdhury, D. E. Wolf, and M. Schreckenberg, "Particle hopping models for two-lane traffic with two kinds of vehicles: Effects of lane-changing rules, " Phys. A Stat. Mech. Appl. , vol. 235, no. 3-4, pp. 417-439, Feb. 1997. https://www.infona.pl/resource/bwmeta1.element.elsevier-e88a3214-13f7-36bd-9cc2-453279267132
[25]	M. M. Pedersen, and P. T. Ruhoff, "Entry ramps in the Nagel-Schreckenberg model, " Phys. Rev. E, vol. 65, no. 5, pp. Article ID 056705, May 2002. http://www.mendeley.com/research/entry-ramps-nagelschreckenberg-model/
[26]	A. K. Daoudia and N. Moussa, "Numerical simulations of a three-lane traffic model using cellular automata, " Chin. J. Phys. , vol. 41, no. 6, pp. 671-681, Dec. 2003.
[27]	W. Lv, W. G. Song, and Z. M. Fang, "Three-lane changing behaviour simulation using a modified optimal velocity model, " Phys. A Stat. Mech. Appl. , vol. 390, no. 12, pp. 2303-2314, Jun. 2011. https://www.mendeley.com/research-papers/threelane-changing-behaviour-simulation-using-modified-optimal-velocity-model/
[28]	W. Lv, W. G. Song, X. D. Liu, and J. Ma, "A microscopic lane changing process model for multilane traffic, " Phys. A Stat. Mech. Appl. , vol. 392, no. 5, pp. 1142-1152, Mar. 2013. https://www.mendeley.com/research-papers/microscopic-lane-changing-process-model-multilane-traffic/
[29]	Y. F. Li, H. Zhu, M. Cen, Y. G. Li, R. Li, and D. H. Sun, "On the stability analysis of microscopic traffic car-following model: A case study, " Nonlinear Dyn., vol. 74, no. 1-2, pp. 335-343, Oct. 2013. doi: 10.1007/s11071-013-0973-x
[30]	Y. F. Li, D. H. Sun, W. N. Liu, M. Zhang, M. Zhao, X. Y. Liao, and L. Tang, "Modeling and simulation for microscopic traffic flow based on multiple headway, velocity and acceleration difference, " Nonlinear Dyn., vol. 66, no. 1-2, pp. 15-28, Oct. 2011. http://www.deepdyve.com/lp/springer-journals/modeling-and-simulation-for-microscopic-traffic-flow-based-on-multiple-qnHGt9kP7B
[31]	P. M. Simon and H. A. Gutowitz, "Cellular automaton model for bidirectional traffic, " Phys. Rev. E, vol. 57, no. 2, pp. 2441-2444, Feb. 1998. doi: 10.1103%2fphysreve.57.2441
[32]	B. S. Kerner, "Three-phase traffic theory and highway capacity, " Phys. A Stat. Mech. Appl., vol. 333, pp. 379-440, Feb. 2004. http://cn.arxiv.org/abs/cond-mat/0211684

Supplements(0)

Cited By

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Figures(3)

Get Citation

PDF

XML

Article Metrics

Article views (1261) PDF downloads(35)

Expressway Traffic Flow Model Study Based on Different Traffic Rules

doi: 10.1109/JAS.2017.7510469

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Export File

Citation

Format

Content