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Submission to the DTA2012 Special Issue: A Case for Higher-Order Traffic Flow Models in DTA

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Abstract

An accurate Dynamic Traffic Assignment (DTA) model should capture real world traffic flow dynamics and predict ‘dynamic’ travel times. Traditional DTA models used simple traffic flow functions such as exit flow functions, delay functions, point queues, and deterministic physical queue models. Recently, simulation based models apply well accepted traffic flow theoretic models to simulate traffic flow. However, a significant number of papers over the last decade have adopted an approximation of LWR traffic flow model, the cell transmission model, for simulating traffic flow in a DTA model. This paper compares three models, namely, LWR, Payne and Aw-Rascle, models, for their suitability to be embedded in a DTA model. Model calibration and flow simulation is performed separately using two different speed–density relationships. Results showed the importance of choice of speed-density relationship in traffic flow simulation. Models were used to simulate traffic state at different discretization levels and it was observed that as discretization becomes finer, the models' accuracy increases. Finally, the models were applied to a two node, two link network to analyze their performance in a DTA framework. The higher-order models captured congestion dissipation better than LWR model which consistently underestimates congestion and travel time.

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References

  • ADB30 Transportation Network Modelling Committee (2010) A primer for Dynamic Traffic Assignment. accessed on 2nd June 2012. http://onlinepubs.trb.org/onlinepubs/circulars/ec153.pdf

  • Aw A, Rascle M (2000) Resurrection of second Order models of traffic flow. SIAM J Appl Math 60(3):916–938

    Article  MathSciNet  MATH  Google Scholar 

  • Balijepalli C, Carey M, Walting D (2010) Introducing lanes and lane-changing in a cell transmistran model, In: Presented at the third international symposium on dynamic traffic assignment

  • Carey M (2001) Dynamic traffic assignment with more flexible modelling within links. Netw Spatial Econ 1:349–375

    Article  MathSciNet  Google Scholar 

  • Carey M (2006) Introducing lane-changing into the CTM and DTA. Presentation at UCL traffic flow workshop. http://2222.cege.ucl.ac.uk/cts/TrafficFlow/pdfs/Carey.pdf

  • Carey M, McCartney M (2004) An exit–flow model used in dynamic traffic assignment. Comput Oper Res 31:1583–1602

    Article  MATH  Google Scholar 

  • Carey M, Balijepalli C, Watling D (2013) Extending the cell transmission model to multiple lanes and lane-changing. Netw Spatial Econ 15:1–29

    Google Scholar 

  • Cremer M, May AD (1986) An extended traffic flow model for inner urban freeways. In: 5th IFAC/IFIP/IFORS International conference on control in Transportation Systems, Vienna, pp. 383–388

  • Cremer M, Papageorgiou M (1981) Parameter identification for a traffic flow model. Automatica 17(6):837–843

    Article  MathSciNet  Google Scholar 

  • Daganzo CF (1995b) Requiem of second-order fluid approximations of traffic flow. Transp Res: Part B 2(4):277–286

    Article  Google Scholar 

  • Florian M, Mahut M, Tremblay N (2005) Simulation approaches in transportation analysis, Operations research/computer science interfaces series, vol 31. Springer, US

    Google Scholar 

  • Helbing D, Trieber M (1999) Numerical simulation of macroscopic traffic equations. Comput Sci Eng 1(5):89–98

    Article  Google Scholar 

  • Jayakrishnan R, Mahmassani HS (2004) An evaluation tool for advanced traffic information and management systems in urban networks. Transp Res: Part C 2(3):129–147

    Google Scholar 

  • Jiang R, Wu QS, Zhu ZJ (2002) A new continuum model for traffic flow and numerical tests. Transp Res: Part B 36:405–419

    Article  Google Scholar 

  • Jin WL, Zhang HM (2003a) The formation and structure of vehicle clusters in the payne-whitham traffic flow model. Transp Res: Part B 37:207–223

    Article  Google Scholar 

  • Lebacque JP, Mammar S, Haj-Salem H (2007) The aw-rascle and zhang’s model: Vacuum problems, existence and regularities of the solutions of the riemann problem. Transp Res: Part B 41:710–721

    Article  Google Scholar 

  • Li T, Zhang HM (2001) The mathematical theory of an enhanced nonequilibrium traffic flow model. Netw Spatial Econ 1:167–177

    Article  Google Scholar 

  • Lighthill MJ, Whitham GB (1955) On kinematic waves. ii, a theory of traffic flow on long crowed roads. Proc Roy Soc A 229:281–345

    Article  MathSciNet  ADS  MATH  Google Scholar 

  • Lo H, Szeto WY (2002a) A cell-based variational inequality formulation of the dynamic user optimal assignment problem. Transp Res: Part B 36:421–443

    Article  Google Scholar 

  • Lo HK, Szeto WY (2002b) A cell–based dynamic traffic assignment model: Formulation and properties. Math Comput Model 35 (7-8):849–865

    Article  MathSciNet  MATH  Google Scholar 

  • Mammar S, Lebacque JP, Haj-Salem H (2009) Riemann problem resolution and godunov scheme for the aw- rascle-zhang model. Transp Sci 43 (4):531–545

    Article  Google Scholar 

  • Michalopoulos PG, Yi P, Lyrintzis AS (1992) Continuum modelling of traffic dynamics on congested freeways. Transp Res: Part B 27:315–332

    Article  Google Scholar 

  • Nie X, Zhang MH (2005) A comparitive study of some macroscopic link models used in dynamic traffic assignement. Netw Spatial Econ 5:89–115

    Article  MATH  Google Scholar 

  • Papageorgiou M (1997) Some remarks on macroscopic traffic flow modelling. Transp Res: Part A 32 (5):323–329

    Google Scholar 

  • Papageorgiou M, Blosseville JM, Haj-Salem H (1990) Modelling and real-time control of traffic flow on the southern part of boulevard peripherique in Paris part i: modelling. Transp Res: Part A 24(5):345–359

    Article  Google Scholar 

  • Park B, Won J (2007) Microscopic simulation models calibration and validation handbook. Tech. Rep. (VRTC) -07-CR6, Virginia Transportation Research Council

  • Payne HJ (1971) Mathematical models of public systems. Society for Computer Simulation (Simulation Councils Incorporated)

  • Pipes LA (1967) Car following models and the fundamental diagram of road traffic. Transp Res 1:21–29

    Article  Google Scholar 

  • Rakha H, Crowther B (2002) Comparison of greenshields, pipes and van aerde car-following and traffic stream models. Transp Res Rec 1802:248–262

    Article  Google Scholar 

  • Ramadurai G, Ukkusurai S (2010) Dynamic user equilibrium model for combined activity-travel choices using activity-travel supernetwork representation. Netw Spatial Econ 10:273–292

    Article  MATH  Google Scholar 

  • Richards PI (1956) Shockwaves on the highway. Oper Res 4 (1):42–51

    Article  MathSciNet  Google Scholar 

  • Szeto WY, Lo HK (2006) Dynamic traffic assignment: Properties and extensions. Transportmetrica 2(1):31–52

    Article  ADS  Google Scholar 

  • Wardrop JG (1952) Some theoretical aspects of road traffic research Proceedings of the Institute of Civil Engineers Part, vol II, pp 325–378

  • Zhang HM (1998) A theory of non–equilibrium traffic flow. Transp Res: Part B 32(7):485–498

    Article  Google Scholar 

  • Zhang HM (2002) A non-equilibrium traffic model devoid of gas-like behavior. Transp Res: Part B 36(3):275–290

    Article  Google Scholar 

  • Zhong R, Sumalee A, Panl T, WHK L (2012) A cell transmission model with lane changing and incorporation of stochastic demand and supply uncertainties for freeway traffic state estimation. In: Presented at the Fourth International Symposium on Dynamic Traffic Assignment

Download references

Acknowledgments

The authors thank the Ministry of Urban Development, Government of India, for sponsoring the Center of Excellence in Urban Transport at Indian Institute of Technology (IIT), Madras that enabled this research work. The second author also thanks the New Faculty Grant provided by IIT Madras that partially funded this research work. All findings and opinions in the paper are the authors and does not necessarily reflect the views of the funding agencies.

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Correspondence to Gitakrishnan Ramadurai.

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Mohan, R., Ramadurai, G. Submission to the DTA2012 Special Issue: A Case for Higher-Order Traffic Flow Models in DTA. Netw Spat Econ 15, 765–790 (2015). https://doi.org/10.1007/s11067-014-9252-8

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  • DOI: https://doi.org/10.1007/s11067-014-9252-8

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