Dynamics of Bimodality in Vehicular Traffic Flows

Subscription Access

Authors

  • Arjun Mullick Department of Computer Science and Engineering, Jaypee University of Engineering and Technology, Raghogarh, Guna 473226, Madhya Pradesh, India Author
  • Arnab K. Ray Department of Physics, Jaypee University of Engineering and Technology, Raghogarh, Guna 473226, Madhya Pradesh, India Author

DOI:

https://doi.org/10.5890/JAND.2014.03.002

Abstract

A model equation has been proposed to describe bimodal features in vehicular traffic flows. The dynamics of the bimodal distribution reveals the existence of a fixed point that is connected to itself by a homoclinic trajectory. The mathematical conditions associated with bimodality have been established. The critical factors necessary for both a breaking of symmetry and a transition from bimodal to uni-modal behaviour, in the manner of a bifurcation, have been analysed.

References

[1] Ross, S.M. (2004), Introduction to Probability and Statistics for Engineers and Scientists, Academic Press, San Diego.

[2] Dallavalle, J.M., Orr, C., and Blocker, H.G. (1951), Fitting bimodal particle size distribution curves, Industrial & Engineering Chemistry, 43(6), 1377-1380.

[3] Guthrie, B.N.G., (1982), The bimodal distribution of rotational velocities of late B-type stars in galactic clusters, Monthly Notices of the Royal Astronomical Society, 198, 795-810.

[4] Choi, P.I. and Herbst, W. (1996), Rotation periods of stars in the Orion Nebula cluster: The bimodal distribution, Astronomical Journal, 111, 283-298.

[5] Cochran, E.S., Vidale, J.E., and Tanaka, S. (2004), Earth tides can trigger shallow thrust fault earthquakes, Science, 306(5699), 1164-1166.

[6] Strogatz, S.H. (1994), Nonlinear Dynamics and Chaos, Addison-Wesley Publishing Company, Reading, MA.

[7] Jordan, D.W. and Smith, P. (1999), Nonlinear Ordinary Differential Equations, Oxford University Press: Oxford.

[8] Chechkin, A.V., Klafter, J., Gonchar, V.Y., Metzler, R., and Tanatarov, L.V. (2003), Bifurcation, bimodality, and finite variance in confine Lévy flights, Physical Review E, 67, 010102(R).

[9] Dybiec, B. and Gudowska-Nowak, E. (2007), Bimodality and hysteresis in systems driven by confined Lévy flights, New Journal of Physics, 9, 452-461.

[10] Chowdhury, D., Santen, L., and Schadschneider, S. (2000), Statistical physics of vehicular traffic and some related systems, Physics Reports, 329, 199-329.

[11] Helbing, D. (2001), Traffic and related self-driven many-particle systems, Reviews of Modern Physics, 73(4), 1067-1141.

[12] Waldeer, K.T. (2003), The direct simulation Monte Carlo method applied to a Boltzmann-like vehicular traffic flow model, Computer Physics Communications, 156, 1-12.

[13] Waldeer, K.T. (2004), A vehicular traffic flow model based on a stochastic acceleration process, Transport Theory and Statistical Physics, 33, 7-30.

[14] del Rio, J.A. and Larraga, M.E. (2005), Transient situations in traffic flow: Modelling the Mexico City Cuernavaca Highway, AIP Conference Proceedings, 757, 190-199. ("Statistical Physics and Beyond" Eds. Uribe, F.J., Garcia-Collin, L.S. and Diaz-Herrera, E.)

[15] Kaupuzs, J., Mahnke, R., and Harris, R.J. (2005), Zero-range model of traffic flow, Physical Review E, 72, 056125.

[16] Maerivoet, S. and De Moor, B. (2005), Traffic flow theory, http://arxiv.org/abs/physics/0507126.

[17] Helbing, D., Jiang, R., and Treiber, M. (2005), Analytical investigation of oscillations in intersecting flows of pedestrian and vehicle traffic, Physical Review E, 72, 046130.

[18] Maerivoet, S. and De Moor, B. (2005), Cellular automata models of road traffic, Physics Reports, 419, 1-64.

[19] Chakrabarti, B.K. (2006), A fiber bundle model of traffic jams, Physica A, 372, 162-166. (Proceedings of the Workshop Common Trends in Traffic Systems)

[20] Reichenbach, T., Frey, E., and Franosch, T. (2007), Traffic jams induced by rare switching events in two-lane transport, New Journal of Physics, 9, 159-185.

[21] Appert-Rolland, C. (2009), Experimental study of short-range interactions in vehicular traffic, Physical Review E, 80, 036102.

[22] Gershenson, C. (2009), Self-organizing urban transportation systems, http://lanl.arxiv.org/abs/0912.1588.

[23] Champagne, N., Vasseur, R., Montourcy, A., and Bartolo, B. (2010), Traffic jams and intermittent flows in microfluidic networks, Physical Review Letters, 105, 044502.

[24] Pradhan, S., Hansen, A., and Chakrabarti, B.K. (2010), Failure processes in elastic fiber bundles, Reviews of Modern Physics, 82, 499-555.

[25] Appert-Rolland, C., Hilhorst, H.J., and Schehr, B. (2010), Spontaneous symmetry breaking in a two-lane model for bidirectional overtaking traffic, Journal of Statistical Mechanics: Theory and Experiment, 08, P08024.

[26] Rosenblueth, D.A. and Gershenson, C. (2011), A model of city traffic based on elementary cellular automata, Complex Systems, 19(4), 305-322.

[27] de Gier, J., Garoni, T.M., and Rojas, O. (2011), Traffic flow on realistic road networks with adaptive traffic lights, Journal of Statistical Mechanics: Theory and Experiment, 04, P04008.

[28] Neri, I., Kern, N., and Parmeggiani, A. (2011), Totally asymmetric simple exclusion process on networks, Physical Review Letters, 107, 068702.

[29] Ding, Y. and Ding, Z. (2012), Model and empirical study on several urban public transport networks in China, International Journal of Modern Physics B, 26, 1250090.

[30] Schiff, L.I. (1968), Quantum Mechanics, Mc-Graw-Hill International Editions, Singapore.

Article Metrics

Citations 1 Crossref
PublishedMarch 2014

Usage tracking begins September 1, 2026.

History Published

Issue

Section

Research Articles

How to Cite

Mullick, A., & Ray, A. K. (2026). Dynamics of Bimodality in Vehicular Traffic Flows. Journal of Applied Nonlinear Dynamics, 3(1), 17-26. https://doi.org/10.5890/JAND.2014.03.002