Title: | Bifurcation analysis of macroscopic traffic flow model based on the influence of road conditions (English) |
Author: | Ai, Wenhuan |
Author: | Zhang, Ting |
Author: | Liu, Dawei |
Language: | English |
Journal: | Applications of Mathematics |
ISSN: | 0862-7940 (print) |
ISSN: | 1572-9109 (online) |
Volume: | 68 |
Issue: | 4 |
Year: | 2023 |
Pages: | 499-534 |
Summary lang: | English |
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Category: | math |
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Summary: | A macroscopic traffic flow model considering the effects of curves, ramps, and adverse weather is proposed, and nonlinear bifurcation theory is used to describe and predict nonlinear traffic phenomena on highways from the perspective of global stability of the traffic system. Firstly, the stability conditions of the model shock wave were investigated using the linear stability analysis method. Then, the long-wave mode at the coarse-grained scale is considered, and the model is analyzed using the reduced perturbation method to obtain the Korteweg-de Vries (KdV) equation of the model in the sub-stable region. In addition, the type of equilibrium points and their stability are discussed by using bifurcation analysis, and a theoretical derivation proves the existence of Hopf bifurcation and saddle-knot bifurcation in the model. Finally, the simulation density spatio-temporal and phase plane diagrams verify that the model can describe traffic phenomena such as traffic congestion and stop-and-go traffic in real traffic, providing a theoretical basis for the prevention of traffic congestion. (English) |
Keyword: | macro traffic flow |
Keyword: | curves |
Keyword: | ramps |
Keyword: | bifurcation analysis |
MSC: | 35A35 |
idZBL: | Zbl 07729509 |
idMR: | MR4612745 |
DOI: | 10.21136/AM.2023.0163-22 |
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Date available: | 2023-07-10T14:15:00Z |
Last updated: | 2023-09-13 |
Stable URL: | http://hdl.handle.net/10338.dmlcz/151707 |
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Reference: | [1] Ai, W.-H., Shi, Z.-K., Liu, D.-W.: Bifurcation analysis of a speed gradient continuum traffic flow model.Physica A 437 (2015), 418-429. Zbl 1400.90088, MR 3371710, 10.1016/j.physa.2015.06.004 |
Reference: | [2] Bando, M., Hasebe, K., Nakayama, A., Shibata, A., Sugiyama, Y.: Dynamical model of traffic congestion and numerical simulation.Phys. Rev. E (3) 51 (1995), 1035-1042. 10.1103/PhysRevE.51.1035 |
Reference: | [3] Cao, J. F., Han, C. Z., Fang, Y. W.: Nonlinear Systems Theory and Application.Xi'an Jiao Tong University Press, Xi'an (2006), ISBN 7-5605-2140-1\nopunct Chinese. |
Reference: | [4] Carrillo, F. A., Delgado, J., Saavedra, P., Velasco, R. M., Verduzco, F.: Traveling waves, catastrophes and bifurcations in a generic second order traffic flow model.Int. J. Bifurcation Chaos Appl. Sci. Eng. 23 (2013), Article ID 1350191, 15 pages. Zbl 1284.90012, MR 3158306, 10.1142/S0218127413501915 |
Reference: | [5] Chen, B., Sun, D., Zhou, J., Wong, W., Ding, Z.: A future intelligent traffic system with mixed autonomous vehicles and human-driven vehicles.Inform. Sci. 529 (2020), 59-72. MR 4093031, 10.1016/j.ins.2020.02.009 |
Reference: | [6] Cui, N., Chen, B., Zhang, K., Zhang, Y., Liu, X., Zhou, J.: Effects of route guidance strategies on traffic emissions in intelligent transportation systems.Physica A 513 (2019), 32-44. 10.1016/j.physa.2018.08.009 |
Reference: | [7] Daganzo, C. F., Laval, J. A.: Moving bottlenecks: A numerical method that converges in flows.Transp. Res., Part B 39 (2005), 855-863. 10.1016/j.trb.2004.10.004 |
Reference: | [8] Delgado, J., Saavedra, P.: Global bifurcation diagram for the Kerner-Konhäuser traffic flow model.Int. J. Bifurcation Chaos Appl. Sci. Eng. 25 (2015), Article ID 1550064, 18 pages. Zbl 1317.34074, MR 3349898, 10.1142/S0218127415500649 |
Reference: | [9] Gupta, A. K., Dhiman, I.: Phase diagram of a continuum traffic flow model with a static bottleneck.Nonlinear Dyn. 79 (2015), 663-671. MR 3302725, 10.1007/s11071-014-1693-6 |
Reference: | [10] Gupta, A. K., Katiyar, V. K.: Analyses of shock waves and jams in traffic flow.J. Phys. A, Math. Gen. 38 (2005), 4069-4083. Zbl 1086.90013, MR 2145802, 10.1088/0305-4470/38/19/002 |
Reference: | [11] Gupta, A. K., Katiyar, V. K.: A new anisotropic continuum model for traffic flow.Physica A 368 (2006), 551-559. 10.1016/j.physa.2005.12.036 |
Reference: | [12] Gupta, A. K., Katiyar, V. K.: Phase transition of traffic states with on-ramp.Physica A 371 (2006), 674-682. 10.1016/j.physa.2006.03.061 |
Reference: | [13] Gupta, A. K., Redhu, P.: Jamming transition of a two-dimensional traffic dynamics with consideration of optimal current difference.Phys. Lett., A 377 (2013), 2027-2033. Zbl 1297.90017, MR 3083138, 10.1016/j.physleta.2013.06.009 |
Reference: | [14] Gupta, A. K., Sharma, S.: Nonlinear analysis of traffic jams in an anisotropic continuum model.Chin. Phys. B 19 (2010), Article ID 110503, 9 pages. 10.1088/1674-1056/19/11/110503 |
Reference: | [15] Gupta, A. K., Sharma, S.: Analysis of the wave properties of a new two-lane continuum model with the coupling effect.Chin. Phys. B 21 (2012), Article ID 015201, 15 pages. 10.1088/1674-1056/21/1/015201 |
Reference: | [16] Igarashi, Y., Itoh, K., Nakanishi, K., Ogura, K., Yokokawa, K.: Quasi-solitons in dissipative systems and exactly solvable lattice models.Phys. Rev. Lett. 83 (1999), 718-721. 10.1103/PhysRevLett.83.718 |
Reference: | [17] Igarashi, Y., Itoh, K., Nakanishi, K., Ogura, K., Yokokawa, K.: Bifurcation phenomena in the optimal velocity model for traffic flow.Phys. Rev. E (3) 64 (2001), Article ID 047102. 10.1103/PhysRevE.64.047102 |
Reference: | [18] Jiang, R., Wu, Q., Zhu, Z.: Full velocity difference model for a car-following theory.Phys. Rev. E (3) 64 (2001), Article ID 017101. MR 2998582, 10.1103/PhysRevE.64.017101 |
Reference: | [19] Jiang, R., Wu, Q.-S., Zhu, Z.-J.: A new continuum model for traffic flow and numerical tests.Transp. Res., Part B 36 (2002), 405-419. 10.1016/S0191-2615(01)00010-8 |
Reference: | [20] Kerner, B. S., Konhäuser, P.: Cluster effect in initially homogeneous traffic flow.Phys. Rev. E (3) 48 (1993), 2335-2338. 10.1103/PhysRevE.48.R2335 |
Reference: | [21] Kuznetsov, Y. A.: Bifurcations of equilibria and periodic orbits in $n$-dimensional dynamical systems.Elements of Applied Bifurcation Theory Applied Mathematical Sciences 112. Springer, New York (1998), 151-194. Zbl 0914.58025, MR 1711790, 10.1007/978-0-387-22710-8_5 |
Reference: | [22] Lei, L., Wang, Z., Wu, Y.: Modeling and analyzing for a novel continuum model considering self-stabilizing control on curved road with slope.CMES, Comput. Model. Eng. Sci. 131 (2022), 1815-1830. 10.32604/cmes.2022.019855 |
Reference: | [23] Ling, D., Jian, X. P.: Stability and bifurcation characteristics of a class of nonlinear vehicle following model.J. Traffic and Transportation Engineering and Information 7 (2009), 6-11. |
Reference: | [24] Ma, G., Ma, M., Liang, S., Wang, Y., Guo, H.: Nonlinear analysis of the car-following model considering headway changes with memory and backward looking effect.Physica A 562 (2021), Article ID 125303, 12 pages. Zbl 07542618, MR 4157710, 10.1016/j.physa.2020.125303 |
Reference: | [25] Ma, G., Ma, M., Liang, S., Wang, Y., Zhang, Y.: An improved car-following model accounting for the time-delayed velocity difference and backward looking effect.Commun. Nonlinear Sci. Numer. Simul. 85 (2020), Article ID 105221, 10 pages. Zbl 1452.65169, MR 4065383, 10.1016/j.cnsns.2020.105221 |
Reference: | [26] Meng, X. P., Yan, L. Y.: Stability analysis in a curved road traffic flow model based on control theory.Asian J. Control 19 (2017), 1844-1853. Zbl 1386.93217, MR 3704494, 10.1002/asjc.1505 |
Reference: | [27] Orosz, G., Wilson, R. E., Krauskopf, B.: Global bifurcation investigation of an optimal velocity traffic model with driver reaction time.Phys. Rev. E (3) 70 (2004), Article ID 026207, 10 pages. MR 2129214, 10.1103/PhysRevE.70.026207 |
Reference: | [28] Redhu, P., Gupta, A. K.: Delayed-feedback control in a Lattice hydrodynamic model.Commun. Nonlinear Sci. Numer. Simul. 27 (2015), 263-270. Zbl 1457.93068, MR 3341560, 10.1016/j.cnsns.2015.03.015 |
Reference: | [29] Zeng, J., Qian, Y., Xu, D., Jia, Z., Huang, Z.: Impact of road bends on traffic flow in a single-lane traffic system.Math. Probl. Eng. 2014 (2014), Article ID 218465, 6 pages. Zbl 1407.90103, MR 3166824, 10.1155/2014/218465 |
Reference: | [30] Zhai, C., Wu, W.: A new car-following model considering driver's characteristics and traffic jerk.Nonlinear Dyn. 93 (2018), 2185-2199. 10.1007/s11071-018-4318-7 |
Reference: | [31] Zhai, C., Wu, W.: Car-following model based delay feedback control method with the gyroidal road.Int. J. Mod. Phys. C 30 (2019), Article ID 1950073, 14 pages. MR 4015821, 10.1142/S0129183119500736 |
Reference: | [32] Zhai, C., Wu, W.: Lattice hydrodynamic model-based feedback control method with traffic interruption probability.Mod. Phys. Lett. B 33 (2019), Article ID 1950273, 16 pages. MR 3993691, 10.1142/S0217984919502737 |
Reference: | [33] Zhai, C., Wu, W.: A modified two-dimensional triangular lattice model under honk environment.Int. J. Mod. Phys. C 31 (2020), Article ID 2050089, 16 pages. MR 4119105, 10.1142/S0129183120500898 |
Reference: | [34] Zhai, C., Wu, W.: Lattice hydrodynamic modeling with continuous self-delayed traffic flux integral and vehicle overtaking effect.Mod. Phys. Lett. B 34 (2020), Article ID 2050071, 15 pages. MR 4068029, 10.1142/S0217984920500712 |
Reference: | [35] Zhai, C., Wu, W.: A macro traffic flow model with headway variation tendency and bounded rationality.Mod. Phys. Lett. B 35 (2021), Article ID 2150054, 15 pages. MR 4202802, 10.1142/S0217984921500548 |
Reference: | [36] Zhai, C., Wu, W.: Designing continuous delay feedback control for lattice hydrodynamic model under cyber-attacks and connected vehicle environment.Commun. Nonlinear Sci. Numer. Simul. 95 (2021), Article ID 105667, 18 pages. Zbl 1456.82635, MR 4192012, 10.1016/j.cnsns.2020.105667 |
Reference: | [37] Zhang, P., Xue, Y., Zhang, Y.-C., Wang, X., Cen, B.-L.: A macroscopic traffic flow model considering the velocity difference between adjacent vehicles on uphill and downhill slopes.Mod. Phys. Lett. B 34 (2020), Article ID 2050217, 18 pages. MR 4128734, 10.1142/S0217984920502176 |
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