Nonlinear Dynamics

, Volume 91, Issue 3, pp 2007–2017 | Cite as

KdV-Burgers equation in the modified continuum model considering the “backward looking” effect

  • Zhaoze Liu
  • Jufeng Wang
  • Hongxia Ge
  • Rongjun Cheng
Original Paper
  • 118 Downloads

Abstract

Considering the backward looking effect, a modified continuum model is put forward. The stability criterion of this continuum model is deduced by performing linear stability analysis. The theoretical result demonstrates that the traffic flow is stabilized considering backward looking effect. The KdV-Burgers equation is obtained through perturbed nonlinear analysis, which could show the propagating process of density wave. Numerical simulation is carried out to explores how backward looking affected each car’s velocity, density and energy consumption. Numerical results demonstrate that backward looking effect has significant impact on traffic dynamic characteristic. In addition, the energy consumptions of this modified continuum model are also studied. Numerical simulation results indicate that the effect of backward looking will suppress the traffic jam and decrease cars’ energy consumptions during the whole evolution of small perturbation.

Keywords

Traffic flow Continuum traffic model Backward looking effect Nonlinear analysis Energy consumption 

Notes

Acknowledgements

This work is supported by the National Natural Science Foundation of China (Grant Nos. 11702153, 71571107, 61773290), the Natural Science Foundation of Zhejiang Province, China (Grant No. LY18A010003) and the K.C. Wong Magna Fund in Ningbo University, China. Funding was provided by National Natural Science Foundation of China (Grant No. 11372166), the Scientific Research Fund of Zhejiang Provincial, China (Grant Nos. LY15A020007, LY15E080013).

Compliance with ethical standards

Conflict of Interests

The authors declare that there is no conflict of interests regarding the publication of this article.

References

  1. 1.
    Tang, T.Q., Zhang, J., Liu, K.: A speed guidance model accounting for the driver’s bounded rationality at a signalized intersection. Phys. A 473, 45–52 (2017)CrossRefGoogle Scholar
  2. 2.
    Tang, T.Q., Huang, H.J., Shang, H.Y.: An extended macro traffic flow model accounting for the driver’ s bounded rationality and numerical tests. Phys. A 468, 322–333 (2017)CrossRefGoogle Scholar
  3. 3.
    Tang, T.Q., Luo, X.F., Liu, K.: Impacts of the driver’s bounded rationality on the traffic running cost under the car-following model. Phys. A 457, 316–321 (2016)CrossRefGoogle Scholar
  4. 4.
    Tang, T.Q., Yu, Q.: Influences of vehicles’ fuel consumption and exhaust emissions on the trip cost without late arrival under car-following model. Int. J. Mod. Phys. C 27, 1650011 (2016)MathSciNetCrossRefGoogle Scholar
  5. 5.
    Li, Y.F., Sun, D.H., Liu, W.N., Zhang, M., Zhao, M., Liao, X.Y., Tang, L.: Modeling and simulation for microscopic traffic flow based on multiple headway, velocity and acceleration difference. Nonlinear Dyn. 66, 15–28 (2011)MathSciNetCrossRefMATHGoogle Scholar
  6. 6.
    Bando, M., Hasebe, K., Shibata, A., Sugiyama, Y.: Dynamical model of traffic congestion and numerical simulation. Phys. Rev. E 51, 1035–1042 (1995)CrossRefGoogle Scholar
  7. 7.
    Lighthill, M.J., Whitham, G.B.: On kinematic waves. I. Flood movement in long rivers. Proc. R. Soc Lond. Ser. A 229, 281–316 (1955)MathSciNetCrossRefMATHGoogle Scholar
  8. 8.
    Lighthill, M.J., Whitham, G.B.: On kinematic waves. II. A theory of traffic flow on long crowded roads. Proc. R. Soc. Lond. Ser. A 229, 317–345 (1955)MathSciNetCrossRefMATHGoogle Scholar
  9. 9.
    Richards, P.I.: Shock waves on the highway. Oper. Res. 4, 42–51 (1956)MathSciNetCrossRefGoogle Scholar
  10. 10.
    Payne, H.J.: Mathematical models of public systems. Simul. Counc. Proc. Ser. 1, 51–61 (1971)MathSciNetGoogle Scholar
  11. 11.
    Jiang, R., Wu, Q.S., Zhu, Z.J.: Full velocity difference model for a car-following theory. Phys. Rev. E 64, 017101 (2001)CrossRefGoogle Scholar
  12. 12.
    Jiang, R., Hu, M.B., Zhang, H.M., Gao, Z.Y., Jia, B., Wu, Q.S., Wang, B., Yang, M.: Traffic experiment reveals the nature of car-following. PLOs ONE 9, 4 (2014)Google Scholar
  13. 13.
    Jiang, R., Hu, M.B., Zhang, H.M., Gao, Z.Y., Jia, B., Wu, Q.S.: On some experimental features of car-following behavior and how to model them. Transp. Res. B 80, 338–354 (2015)CrossRefGoogle Scholar
  14. 14.
    Tang, T.Q., Wu, Y.H., Caccetta, L., Huang, H.J.: A new car-following model with consideration of roadside memorial. Phys. Lett. A 375, 3845–3850 (2011)CrossRefMATHGoogle Scholar
  15. 15.
    Tang, T.Q., Wang, Y.P., Yang, X.B., Wu, Y.G.: A new car-following model accounting for varying road condition. Nonlinear Dyn. 70, 1397–1405 (2012)MathSciNetCrossRefGoogle Scholar
  16. 16.
    Tang, T.Q., Shi, W.F., Shang, H.Y., Wang, Y.P.: A new car-following model with consideration of inter-vehicle communication. Nonlinear Dyn. 76, 2013–2017 (2014)Google Scholar
  17. 17.
    Zhu, W.X., Zhang, L.D.: Analysis of car-following model with cascade compensation strategy. Phys. A 449, 265–274 (2016)MathSciNetCrossRefGoogle Scholar
  18. 18.
    Peng, G.H., Cheng, G.H.: A new car-following model with the consideration of anticipation optimal velocity. Phys. A 392, 3563–3569 (2013)MathSciNetCrossRefGoogle Scholar
  19. 19.
    Peng, G.H., Lu, W.Z., He, H.D., Gu, Z.H.: Nonlinear analysis of a new car-following model accounting for the optimal velocity changes with memory. Commun. Nonlinear Sci. Numer. Simul. 40, 197–205 (2016)MathSciNetCrossRefGoogle Scholar
  20. 20.
    Song, H., Ge, H.X., Chen, F.Z., Cheng, R.J.: TDGL and mKdV equations for car-following model considering traffic jerk and velocity difference. Nonlinear Dyn. 87, 1809–1817 (2017)CrossRefGoogle Scholar
  21. 21.
    Nagatani, T.: Thermodynamic theory for the jamming transition in traffic flow. Phys. Rev. E 58, 4271–4276 (1998)CrossRefGoogle Scholar
  22. 22.
    Nagatani, T.: TDGL and MKDV equation for jamming transition in the lattice models of traffic. Phys. A 264, 581–592 (1999)CrossRefGoogle Scholar
  23. 23.
    Nagatani, T.: Jamming transition in the lattice models of traffic. Phys. Rev. E 59, 4857–4864 (1999)CrossRefGoogle Scholar
  24. 24.
    Li, Z.P., Liu, F.Q., Sun, J.: A lattice traffic model with consideration of preceding mixture traffic information. Chin. Phys. B 20, 088901 (2011)CrossRefGoogle Scholar
  25. 25.
    Ge, H.X., Cheng, R.J., Lo, S.M.: Time-dependent Ginzburg Landau equation for lattice hydrodynamic model describing pedestrian flow. Chin. Phys. B 22, 070507 (2013)CrossRefGoogle Scholar
  26. 26.
    Sun, D.H., Zhang, M., Chuan, T.: Multiple optimal current difference effect in the lattice traffic flow model. Mod. Phys. Lett. B 28, 1450091 (2014)MathSciNetCrossRefGoogle Scholar
  27. 27.
    Sun, D.H., Zhang, G., Liu, W.N.: Effect of explicit lane changing in traffic lattice hydrodynamic model with interruption. Nonlinear Dyn. 86, 269–282 (2016)MathSciNetCrossRefGoogle Scholar
  28. 28.
    Li, Z.P., Zhong, C.J., Chen, L.Z., Xu, S.Z., Qian, Y.Q.: Analytical studies on a new lattice hydrodynamic traffic flow model with consideration of traffic current cooperation among three consecutive sites. Int. J. Mod. Phys. C 27, 1650034 (2016)MathSciNetCrossRefGoogle Scholar
  29. 29.
    Peng, G.H., Qing, L.: The effects of drivers aggressive characteristics on traffic stability from a new car-following model. Mod. Phys. Lett. B 30, 1650243 (2016)MathSciNetCrossRefGoogle Scholar
  30. 30.
    Li, X.Q., Fang, K.L., Peng, G.H.: A new lattice model of traffic flow with the consideration of the drivers’ aggressive characteristics. Phys. A 468, 315–321 (2017)MathSciNetCrossRefGoogle Scholar
  31. 31.
    Nagatani, T.: Modified KdV equation for jamming transition in the continuum models of traffic. Phys. A 261, 599–607 (1998)MathSciNetCrossRefGoogle Scholar
  32. 32.
    Ge, H.X., Lai, L.L., Zheng, P.J., Cheng, R.J.: The KdV-Burgers equation in a new continuum model with consideration of driver’s forecast effect and numerical tests. Phys. A 377, 3193–3198 (2013)MathSciNetMATHGoogle Scholar
  33. 33.
    Lai, L.L., Cheng, R.J., Li, Z.P., Ge, H.X.: Theoretical analysis of the density wave in a new continuum model and numerical simulation. Phys. A 402, 0378–4371 (2014)MathSciNetCrossRefGoogle Scholar
  34. 34.
    Liu, F.X., Cheng, R.J., Zheng, P.J., Ge, H.X.: TDGL and mKdV equations for car-following model considering traffic jerk. Nonlinear Dyn. 261, 793–800 (2015)Google Scholar
  35. 35.
    Liu, H.Q., Zheng, P.J., Zhu, K.Q., Ge, H.X.: KdV-Burgers equation in the modified continuum model considering anticipation effect. Phys. A 438, 26–31 (2015)MathSciNetCrossRefGoogle Scholar
  36. 36.
    Liu, H.Q., Cheng, R.J., Zhu, K.Q., Ge, H.X.: The study for continuum model considering traffic jerk effect. Nonlinear Dyn. 83, 57–64 (2016)CrossRefGoogle Scholar
  37. 37.
    Cheng, R.J., Ge, H.X., Wang, J.F.: An extended continuum model accounting for the driver’s timid and aggressive attributions. Phys. A 381, 1302–1312 (2017)MathSciNetMATHGoogle Scholar
  38. 38.
    Nakayama, A., Sugiyama, Y., Hasebe, K.: Effect of looking at the car that follows in an optimal velocity model of traffic flow. Phys. Rev. E 65, 016112 (2001)CrossRefGoogle Scholar
  39. 39.
    Ge, H.X., Zhu, H.B., Dai, S.Q.: Effect of looking backward on traffic flow in a cooperative driving car following model. Eur. Phys. J. B 54, 503–507 (2006)CrossRefGoogle Scholar
  40. 40.
    Ge, H.X., Cheng, R.J.: The “backward looking” effect in the lattice hydrodynamic model. Phys. A 387, 6952–6958 (2008)CrossRefGoogle Scholar
  41. 41.
    Sun, D.H., Liao, X.Y., Peng, G.H.: Effect of looking backward on traffic flow in an extended multiple car-following model. Phys. A 390, 631–635 (2011)CrossRefGoogle Scholar
  42. 42.
    Yang, D., Jin, P., Pu, Y., Ran, B.: Safe distance car-following model including backward-looking and its stability analysis. Phys. B 86, 92 (2013)MathSciNetGoogle Scholar
  43. 43.
    Jiang, R., Wu, Q.S., Zhu, Z.J.: A new continuum model for traffic flow and numerical tests. Transp. Res. B 36, 405–419 (2002)CrossRefGoogle Scholar
  44. 44.
    Berg, B., Woods, A.: Traveling waves in an optimal velocity model of freeway traffic. Phys. Rev. E 64, 035602 (2001)CrossRefGoogle Scholar
  45. 45.
    Arqub, O.A.: Numerical solutions for the Robin time-fractional partial differential equations of heat and fluid flows based on the reproducing kernel algorithm. J. Numer. Methods Heat Fluid Flow Int. (2017).  https://doi.org/10.1108/HFF-07-2016-0278
  46. 46.
    Arqub, O.A.: Fitted reproducing kernel Hilbert space method for the solutions of some certain classes of time-fractional partial differential equations subject to initial and Neumann boundary conditions. Comput. Math. Appl. 73, 1243–1261 (2017)MathSciNetCrossRefGoogle Scholar
  47. 47.
    Arqub, O.A., El-Ajou, A., Momani, S.: Constructing and predicting solitary pattern solutions for nonlinear time-fractional dispersive partial differential equations. J. Comput. Phys. 293, 385–399 (2015)MathSciNetCrossRefMATHGoogle Scholar
  48. 48.
    El-Ajou, A., Arqub, O.A., Momani, S.: Approximate analytical solution of the nonlinear fractional KdV-Burgers equation: a new iterative algorithm. J. Comput. Phys. 293, 81–95 (2015)MathSciNetCrossRefMATHGoogle Scholar
  49. 49.
    Herrmann, M., Kerner, B.S.: Local cluster effect in different traffic flow models. Phys. A 255, 163–188 (1998)CrossRefGoogle Scholar
  50. 50.
    Kerner, B.S., Konhauser, P.: Cluster effect in initially homogeneous traffic flow. Phys. Rev. E 48, 2335–2338 (1993)CrossRefGoogle Scholar

Copyright information

© Springer Science+Business Media B.V., part of Springer Nature 2017

Authors and Affiliations

  • Zhaoze Liu
    • 1
    • 2
    • 3
    • 4
  • Jufeng Wang
    • 5
  • Hongxia Ge
    • 1
    • 2
    • 3
    • 4
  • Rongjun Cheng
    • 1
    • 2
    • 3
    • 4
  1. 1.Faculty of Maritime and TransportationNingbo UniversityNingboChina
  2. 2.Jiangsu Province Collaborative Innovation Center for Modern Urban Traffic TechnologiesNanjingChina
  3. 3.Engineering and Technology Research Centre Ningbo University Sub-centreNingboChina
  4. 4.Center for Collaborative Innovation on Port Trading Cooperation and DevelopmentNingbo UniversityNingboChina
  5. 5.College of Information TechnologyNingbo Dahongying UniversityNingboChina

Personalised recommendations