Skip to main content
Log in

Modelling traffic flows and estimating road travel times in transportation network under dynamic disturbances

  • Published:
Transportation Aims and scope Submit manuscript

Abstract

Traffic congestion is a common phenomenon in road transportation networks, especially during peak hours. More accurate prediction of dynamic traffic flows is very important for traffic control and management. However, disturbances caused by the time-varying origin-destination matrix, dynamic route choices, and disruptions make the modelling of traffic flows difficult. Therefore, this study focuses on modelling the dynamic evolution processes of traffic flows under disturbances and estimating dynamic travel times for arbitrary moment. A revised Lighthill–Whitham–Richards (RLWR) model with non-equilibrium states is presented to describe the dynamic traffic states on individual roads, and the ripple-spreading model (RSM) is integrated to investigate the interactions among several shockwaves from multiple roads. We propose a hybrid RLWR–RSM to model the congestion and congestion-recovery propagations in an entire transportation network. After predicting the dynamic traffic flows by the RLWR–RSM, the road travel times for arbitrary moment were estimated. Theoretical analyses indicated that (1) the RLWR–RSM inherits the advantages of macroscopic traffic flow models and integrates the characteristics of both low- and high-order continuum models, and (2) the RLWR–RSM considers multiple disturbances. From numerical experiments with various inputs, the variation in travel times under disturbances was investigated, and this further demonstrated that (1) the modelled dynamic traffic flows have four basic properties, and (2) the experimental results validate the theoretical analyses. In addition, the RLWR–RSM can explain several distinct traffic phenomena. Finally, the estimated travel times can provide decision supports for vehicle navigation.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22

Similar content being viewed by others

References

  • Arbués, P., Baños, J.F.: A dynamic approach to road freight flows modeling in spain. Transportation 43(3), 549–564 (2016)

    Article  Google Scholar 

  • Carey, M., Ge, Y.E.: Comparing whole-link travel time models. Transp. Res. Part B Methodol. 37(10), 905–926 (2003)

    Article  Google Scholar 

  • Carey, M., Ge, Y.E., McCartney, M.: A whole-link travel-time model with desirable properties. Transp. Sci. 37(1), 83–96 (2003)

    Article  Google Scholar 

  • Castillo, E., Jiménez, P., Menéndez, J.M., Nogal, M.: A bayesian method for estimating traffic flows based on plate scanning. Transportation 40(1), 173–201 (2013)

    Article  Google Scholar 

  • Cho, H.J., Lo, S.C.: Modeling self-consistent multi-class dynamic traffic flow. Physica A Stat. Mech. Appl. 312(3), 342–362 (2002)

    Article  Google Scholar 

  • Daganzo, C.F.: The cell transmission model: a dynamic representation of highway traffic consistent with the hydrodynamic theory. Transp. Res. Part B Methodol. 28(4), 269–287 (1994)

    Article  Google Scholar 

  • Daganzo, C.F.: The cell transmission model: a simple dynamic representation of highway traffic. Transp. Res. Part B Methodol. 28(4), 269–287 (1994)

    Article  Google Scholar 

  • Daganzo, C.F.: The cell transmission model, part II: network traffic. Transp. Res. Part B Methodol. 29(2), 79–93 (1995)

    Article  Google Scholar 

  • Daganzo, C.F.: Requiem for second-order fluid approximations of traffic flow. Transp. Res. Part B Methodol. 29(4), 277–286 (1995)

    Article  Google Scholar 

  • Fu, L.: Scheduling dial-a-ride paratransit under time-varying, stochastic congestion. Transp. Res. Part B Methodol. 36(6), 485–506 (2002)

    Article  Google Scholar 

  • Fu, L., Rilett, L.R.: Expected shortest paths in dynamic and stochastic traffic networks. Transp. Res. Part B Methodol. 32(7), 499–516 (1998)

    Article  Google Scholar 

  • Gentile, G., Meschini, L., Papola, N.: Spillback congestion in dynamic traffic assignment: a macroscopic flow model with time-varying bottlenecks. Transp. Res. Part B Methodol. 41(10), 1114–1138 (2007)

    Article  Google Scholar 

  • Helbing, D.: Gas-kinetic derivation of navier-stokes-like traffic equations. Phys. Rev. E 53(3), 2366 (1996)

    Article  Google Scholar 

  • Hirsch, H.: Numerical Computation of Internal and External Flows: The Fundamentals of Computational Fluid Dynamics. Wiley, New York (1990)

    Google Scholar 

  • Hoogendoorn, S., van Lint, H., Knoop, V.: Macroscopic modeling framework unifying kinematic wave modeling and three-phase traffic theory. Transp. Res. Rec. J. Transp. Res. Board 2088, 102–108 (2008)

  • Hoogendoorn, S.P., Bovy, P.H.: State-of-the-art of vehicular traffic flow modelling. Proc. Inst. Mech. Eng. Part I J. Syst. Control Eng. 215(4), 283–303 (2001)

  • Hu, X.B., Wang, M., Leeson, M.S., Hines, E.L., Di Paolo, E.: Deterministic ripple-spreading model for complex networks. Phys. Rev. E 83(4), 046123 (2011)

    Article  Google Scholar 

  • Jiang, J., Li, Q., Wu, L., Tu, W.: Multi-objective emergency material vehicle dispatching and routing under dynamic constraints in an earthquake disaster environment. ISPRS Int. J. Geo Inf. 6(5), 142 (2017)

    Article  Google Scholar 

  • Jiang, J., Wu, L.: A new dynamic network flow algorithm using base state amendment model for emergency response. Trans. GIS 21(6), 1179–1203 (2017)

    Article  Google Scholar 

  • Jin, W.L.: A kinematic wave theory of lane-changing traffic flow. Transp. Res. Part B Methodol. 44(8), 1001–1021 (1977)

    Google Scholar 

  • Kerner, B.S., Rehborn, H.: Experimental properties of phase transitions in traffic flow. Phys. Rev. Lett. 79(20), 4030 (1997)

    Article  Google Scholar 

  • Kim, S., Lewis, M.E., White, C.C.: Optimal vehicle routing with real-time traffic information. IEEE Trans. Intell. Transp. Syst. 6(2), 178–188 (2005)

    Article  Google Scholar 

  • Kockelman, K.M.: Modeling traffic’s flow-density relation: accommodation of multiple flow regimes and traveler types. Transportation 28(4), 363–374 (2001)

    Article  Google Scholar 

  • Lighthill, M.J., Whitham, G.B.: On kinematic waves. II. a theory of traffic flow on long crowded roads. Proc. R. Soc. London A: Math. Phys. Eng. Sci. 229(1178), 317–345 (1955)

  • Lim, S.H., Kim, Y., Lee, C.: Real-time travel-time prediction method applying multiple traffic observations. KSCE J. Civ. Eng. 20(7), 2920–2927 (2016)

    Article  Google Scholar 

  • Liu, G., Lyrintzis, A., Michalopoulos, P.: Improved high-order model for freeway traffic flow. Transp. Res. Rec. J. Transp. Res. Board 1644, 37–46 (1998)

  • Lnnamaa, S.: Short-term prediction of travel time using neural networks on an interurban highway. Transportation 32(6), 649–669 (2005)

    Article  Google Scholar 

  • Matas, A., Raymond, J., Ruiz, A.: Traffic forecasts under uncertainty and capacity constraints. Transportation 39(1), 1–17 (2012)

    Article  Google Scholar 

  • Michalopoulos, P.G., Yi, P., Lyrintzis, A.S.: Development of an improved high-order continuum traffic flow model. Transp. Res. Rec. 1365, 485–498 (1992)

    Google Scholar 

  • Newell, G.F.: Nonlinear effects in the dynamics of car following. Oper. Res. 9(2), 209–229 (1961)

    Article  Google Scholar 

  • Papageorgiou, M., Diakaki, C., Dinopoulou, V., Kotsialos, A., Wang, Y.: Review of road traffic control strategies. Proc. IEEE 91(12), 2043–2067 (2003)

    Article  Google Scholar 

  • Payne, H.J.: Models of freeway traffic and control. Math. Models Public Syst. 1(28), 51–61 (1971)

    Google Scholar 

  • Payne, H.J.: Freflo: a macroscopic simulation model of freeway traffic. Transp. Res. Rec. 722, 68–72 (1979)

    Google Scholar 

  • Peeta, S., Ziliaskopoulos, A.K.: Foundations of dynamic traffic assignment: the past, the present and the future. Netw. Spat. Econ. 1(3–4), 233–265 (2001)

    Article  Google Scholar 

  • Richards, P.I.: Shock waves on the highway. Oper. Res. 4(1), 42–51 (1956)

    Article  Google Scholar 

  • Sever, D., Dellaert, N., Van Woensel, T., De Kok, T.: Dynamic shortest path problems: hybrid routing policies considering network disruptions. Comput. Oper. Res. 40(12), 2852–2863 (2013)

    Article  Google Scholar 

  • Sheu, J.B., Chou, Y.H., Shen, L.J.: A stochastic estimation approach to real-time prediction of incident effects on freeway traffic congestion. Transp. Res. Part B Methodol. 35(6), 575–592 (2001)

    Article  Google Scholar 

  • Tong, D., Lin, W.H., Stein, A.: Integrating the directional effect of traffic into geostatistical approaches for travel time estimation. Int. J. Intell. Transp. Syst. Res. 11(3), 101–112 (2013)

    Google Scholar 

  • Treiber, M., Kesting, A.: Traffic flow dynamics: data, models and simulation. Phys. Today 67(3), 54 (2014)

    Google Scholar 

  • Turner, S.: Advanced techniques for travel time data collection. Transp. Res. Rec. J. Transp. Res. Board 1551, 51–58 (1996)

  • Whitham, G.B., Fowler, R.G.: Linear and nonlinear waves. Phys. Today 28(6), 55–56 (2008)

    Article  Google Scholar 

  • Xiong, C., Chen, X., He, X., Guo, W., Zhang, L.: The analysis of dynamic travel mode choice: a heterogeneous hidden markov approach. Transportation 42(6), 985–1002 (2015)

    Article  Google Scholar 

  • Xu, X., Chen, A., Cheng, L.: Assessing the effects of stochastic perception error under travel time variability. Transportation 40(3), 525–548 (2013)

    Article  Google Scholar 

  • Yeon, J., Elefteriadou, L., Lawphongpanich, S.: Travel time estimation on a freeway using discrete time markov chains. Transp. Res. Part B Methodol. 42(4), 325–338 (2008)

    Article  Google Scholar 

Download references

Acknowledgements

This work was supported by the National Natural Science Foundation of China: [Grant Numbers 41701452]; The National Key Research and Development Program of China (2017YFB0504203); The Strategic Priority Research Program of the Chinese Academy of Sciences (No. XDA19030301).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jincheng Jiang.

Ethics declarations

Conflict of interest

On behalf of all authors, the corresponding author states that there is no conflict of interest.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Appendices

Appendix 1: The time-varying OD matrix in which the sampling period is 10 minute

See Table 2.

Table 2 The time-varying OD matrix in which the sampling period is 10 minutes

Appendix 2: The time varying OD matrix in which the sampling period is 4 minutes

See Table 3.

Table 3 The time varying OD matrix in which the sampling period is 4 minutes

Appendix 3: The static OD matrix

See Table 4.

Table 4 The static OD matrix

Appendix 4: The route path matrix

See Table 5.

Table 5 The route path matrix, where the elements indicate the next node of \(P^k_{O,D}\)

Appendix 5: The route choices

See Table 6.

Table 6 The route choices, where the elements indicate the percentages of vehicles choosing \(P^k_{O,D}\) at particular time moments

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Jiang, J., Dellaert, N., Van Woensel, T. et al. Modelling traffic flows and estimating road travel times in transportation network under dynamic disturbances. Transportation 47, 2951–2980 (2020). https://doi.org/10.1007/s11116-019-09997-3

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11116-019-09997-3

Keywords

Navigation