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September  2013, 8(3): 803-824. doi: 10.3934/nhm.2013.8.803

Markov Chain Monte Carlo based inverse modeling of traffic flows using GPS data

Olli-Pekka Tossavainen 1, and  Daniel B. Work 2,

1. 

Microsoft, 1065 La Avenida St, Mountain View, CA 94043, United States
2. 

University of Illinois at Urbana-Champaign, 1203 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave, Urbana, IL 61801, United States

Received  October 2012 Revised  June 2013 Published  October 2013

In large scale deployments of traffic flow models, estimation of the model parameters is a critical but cumbersome task. A poorly calibrated model leads to erroneous estimates in data--poor environments, and limited forecasting ability. In this article we present a method for calibrating flow model parameters for a discretized scalar conservation law using only velocity measurements. The method is based on a Markov Chain Monte Carlo technique, which is used to approximate statistics of the posterior distribution of the model parameters. Numerical experiments highlight the difficulty in estimating jam densities and provide a new approach to improve performance of the sampling through re-parameterization of the model. Supporting source code for the numerical experiments is available for download at https://github.com/dbwork/MCMC-based-inverse-modeling-of-traffic.
Keywords: Markov Chain, Monte Carlo, cell transmission model., Parameter estimation, fundamental diagram, traffic flow.
Mathematics Subject Classification: 90B20, 65C05, 65C40, 35L65, 65N2.
Citation: Olli-Pekka Tossavainen, Daniel B. Work. Markov Chain Monte Carlo based inverse modeling of traffic flows using GPS data. Networks & Heterogeneous Media, 2013, 8 (3) : 803-824. doi: 10.3934/nhm.2013.8.803
References:
[1]

T. Bellemans, B. D. Schutter and B. D. Moor, Model predictive control with repeated model fitting for ramp metering,, in, (2002), 236.  doi: 10.1109/ITSC.2002.1041221.  Google Scholar

[2]

T. Bellemans, B. D. Schutter, G. Wets and B. D. Moor, Model predictive control for ramp metering combined with extended Kalman filter-based traffic state estimation,, in, (2006), 406.  doi: 10.1109/ITSC.2006.1706775.  Google Scholar

[3]

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G. Bretti and B. Piccoli, A tracking algorithm for car paths on road networks,, SIAM Journal on Applied Dynamical Systems, 7 (2008), 510.  doi: 10.1137/070697768.  Google Scholar

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[6]

M. Cremer and M. Papageorgiou, Parameter identification for a traffic flow model,, Automatica J. IFAC, 17 (1981), 837.  doi: 10.1016/0005-1098(81)90071-6.  Google Scholar

[7]

E. Cristiani, C. de Fabritiis and B. Piccoli, A fluid dynamic approach for traffic forecast from mobile sensor data,, Communications in Applied and Industrial Mathematics, 1 (2010), 54.   Google Scholar

[8]

G. Dervisoglu, G. Gomes, J. Kwon, R. Horowitz and P. Varaiya, Automatic calibration of the fundamental diagram and empirical observations on capacity,, in, (2009).   Google Scholar

[9]

M. Garavello and B. Piccoli, "Traffic Flow on Networks,", Conservation laws models. AIMS Series on Applied Mathematics, (2006).   Google Scholar

[10]

W. Gilks, S. Richardson and D. Spegelhalter, "Markov Chain Monte Carlo in Practice,", Interdisciplinary Statistics. Chapman & Hall, (1996).   Google Scholar

[11]

S. Godunov, A difference method for the numerical calculation of discontinuous solutions of hydrodynamic equations,, (Russian) Mat. Sb. (N. S.), 47 (1959), 271.   Google Scholar

[12]

A. Hegyi, D. Girimonte, R. Babŭska and B. D. Schutter, A comparison of filter configurations for freeway traffic state estimation,, in, (2006), 1029.  doi: 10.1109/ITSC.2006.1707357.  Google Scholar

[13]

J. Kaipio and E. Somersalo, "Statistical and Computational Inverse Problems,", Springer, (2005).   Google Scholar

[14]

J. Lebacque, The Godunov scheme and what it means for first order traffic flow models,, in, (1996), 647.   Google Scholar

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R. J. LeVeque, "Numerical Methods for Conservation Laws,", Second edition. Lectures in Mathematics ETH Zürich. Birkhäuser Verlag, (1992).  doi: 10.1007/978-3-0348-8629-1.  Google Scholar

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M. Lighthill and G. Whitham, On kinematic waves. II. A theory of traffic flow on long crowded roads,, Proc. Roy. Soc. London. Ser. A. 229 (1955), 229 (1955), 317.  doi: 10.1098/rspa.1955.0089.  Google Scholar

[17]

J. V. Lint, S. Hoogendoorn and A. Hegyi, Dual EKF state and parameter estimation in multi-class first-order traffic flow models,, in, (2008).   Google Scholar

[18]

X.-Y. Lu, P. Varaiya and R. Horowitz, Fundamental diagram modeling and analysis based on NGSIM data,, in, (2009).   Google Scholar

[19]

L. Mihaylova, R. Boel and A. Hegyi, Freeway traffic estimation within particle filtering framework,, Automatica J. IFAC, 43 (2007), 290.  doi: 10.1016/j.automatica.2006.08.023.  Google Scholar

[20]

L. Munoz, X. Sun, D. Sun, G. Gomez and R. Horowitz, Methodological calibration of the cell transmission model,, in, 1 (2004), 798.   Google Scholar

[21]

A. Muralidharan, G. Dervisoglu and R. Horowitz, Probabilistic graphical models of fundamental diagram parameters for freeway traffic simulations,, in, (2011).  doi: 10.3141/2249-10.  Google Scholar

[22]

P. I. Richards, Shock waves on the highway,, Operations Research, 4 (1956), 42.  doi: 10.1287/opre.4.1.42.  Google Scholar

[23]

S. Smulders, Control of freeway traffic flow by variable speed signs,, Transportation Research Part B: Methodological, 24 (1990), 111.  doi: 10.1016/0191-2615(90)90023-R.  Google Scholar

[24]

Transportation Research Board, "HCM 2010: Highway Capacity Manual,", (2010)., (2010).   Google Scholar

[25]

, , ().   Google Scholar

[26]

Y. Wang, M. Papageorgiou and A. Messmer, RENAISSANCE - A unified macroscopic model-based approach to real-time freeway network traffic surveillance,, Transportation Research Part C: Emerging Technologies, 14 (2006), 190.  doi: 10.1016/j.trc.2006.06.001.  Google Scholar

[27]

Y. Wang, M. Papageorgiou and A. Messmer, Real-time freeway traffic state estimation based on extended kalman filter: A case study,, Transportation Science, 41 (2007), 167.  doi: 10.1287/trsc.1070.0194.  Google Scholar

[28]

D. Work, S. Blandin, O.-P. Tossavainen, B. Piccoli and A. Bayen, A traffic model for velocity data assimilation,, Appl. Math. Res. Express. AMRX, 2010 (2010), 1.   Google Scholar

[29]

J. Yan, Parameter identification of freeway traffic flow model and adaptive ramp metering,, in, (2009), 235.  doi: 10.1109/ISECS.2009.39.  Google Scholar

show all references

References:
[1]

T. Bellemans, B. D. Schutter and B. D. Moor, Model predictive control with repeated model fitting for ramp metering,, in, (2002), 236.  doi: 10.1109/ITSC.2002.1041221.  Google Scholar

[2]

T. Bellemans, B. D. Schutter, G. Wets and B. D. Moor, Model predictive control for ramp metering combined with extended Kalman filter-based traffic state estimation,, in, (2006), 406.  doi: 10.1109/ITSC.2006.1706775.  Google Scholar

[3]

S. Blandin, A. Couque, A. Bayen and D. Work, On sequential data assimilation for scalar macroscopic traffic flow models,, Physica D: Nonlinear Phenomena, 241 (2012), 1421.   Google Scholar

[4]

G. Bretti and B. Piccoli, A tracking algorithm for car paths on road networks,, SIAM Journal on Applied Dynamical Systems, 7 (2008), 510.  doi: 10.1137/070697768.  Google Scholar

[5]

R. M. Colombo and A. Marson, A Hölder continuous ode related to traffic flow,, Proceedings of the Royal Society of Edinburgh: Section A Mathematics, 133 (2003), 759.  doi: 10.1017/S0308210500002663.  Google Scholar

[6]

M. Cremer and M. Papageorgiou, Parameter identification for a traffic flow model,, Automatica J. IFAC, 17 (1981), 837.  doi: 10.1016/0005-1098(81)90071-6.  Google Scholar

[7]

E. Cristiani, C. de Fabritiis and B. Piccoli, A fluid dynamic approach for traffic forecast from mobile sensor data,, Communications in Applied and Industrial Mathematics, 1 (2010), 54.   Google Scholar

[8]

G. Dervisoglu, G. Gomes, J. Kwon, R. Horowitz and P. Varaiya, Automatic calibration of the fundamental diagram and empirical observations on capacity,, in, (2009).   Google Scholar

[9]

M. Garavello and B. Piccoli, "Traffic Flow on Networks,", Conservation laws models. AIMS Series on Applied Mathematics, (2006).   Google Scholar

[10]

W. Gilks, S. Richardson and D. Spegelhalter, "Markov Chain Monte Carlo in Practice,", Interdisciplinary Statistics. Chapman & Hall, (1996).   Google Scholar

[11]

S. Godunov, A difference method for the numerical calculation of discontinuous solutions of hydrodynamic equations,, (Russian) Mat. Sb. (N. S.), 47 (1959), 271.   Google Scholar

[12]

A. Hegyi, D. Girimonte, R. Babŭska and B. D. Schutter, A comparison of filter configurations for freeway traffic state estimation,, in, (2006), 1029.  doi: 10.1109/ITSC.2006.1707357.  Google Scholar

[13]

J. Kaipio and E. Somersalo, "Statistical and Computational Inverse Problems,", Springer, (2005).   Google Scholar

[14]

J. Lebacque, The Godunov scheme and what it means for first order traffic flow models,, in, (1996), 647.   Google Scholar

[15]

R. J. LeVeque, "Numerical Methods for Conservation Laws,", Second edition. Lectures in Mathematics ETH Zürich. Birkhäuser Verlag, (1992).  doi: 10.1007/978-3-0348-8629-1.  Google Scholar

[16]

M. Lighthill and G. Whitham, On kinematic waves. II. A theory of traffic flow on long crowded roads,, Proc. Roy. Soc. London. Ser. A. 229 (1955), 229 (1955), 317.  doi: 10.1098/rspa.1955.0089.  Google Scholar

[17]

J. V. Lint, S. Hoogendoorn and A. Hegyi, Dual EKF state and parameter estimation in multi-class first-order traffic flow models,, in, (2008).   Google Scholar

[18]

X.-Y. Lu, P. Varaiya and R. Horowitz, Fundamental diagram modeling and analysis based on NGSIM data,, in, (2009).   Google Scholar

[19]

L. Mihaylova, R. Boel and A. Hegyi, Freeway traffic estimation within particle filtering framework,, Automatica J. IFAC, 43 (2007), 290.  doi: 10.1016/j.automatica.2006.08.023.  Google Scholar

[20]

L. Munoz, X. Sun, D. Sun, G. Gomez and R. Horowitz, Methodological calibration of the cell transmission model,, in, 1 (2004), 798.   Google Scholar

[21]

A. Muralidharan, G. Dervisoglu and R. Horowitz, Probabilistic graphical models of fundamental diagram parameters for freeway traffic simulations,, in, (2011).  doi: 10.3141/2249-10.  Google Scholar

[22]

P. I. Richards, Shock waves on the highway,, Operations Research, 4 (1956), 42.  doi: 10.1287/opre.4.1.42.  Google Scholar

[23]

S. Smulders, Control of freeway traffic flow by variable speed signs,, Transportation Research Part B: Methodological, 24 (1990), 111.  doi: 10.1016/0191-2615(90)90023-R.  Google Scholar

[24]

Transportation Research Board, "HCM 2010: Highway Capacity Manual,", (2010)., (2010).   Google Scholar

[25]

, , ().   Google Scholar

[26]

Y. Wang, M. Papageorgiou and A. Messmer, RENAISSANCE - A unified macroscopic model-based approach to real-time freeway network traffic surveillance,, Transportation Research Part C: Emerging Technologies, 14 (2006), 190.  doi: 10.1016/j.trc.2006.06.001.  Google Scholar

[27]

Y. Wang, M. Papageorgiou and A. Messmer, Real-time freeway traffic state estimation based on extended kalman filter: A case study,, Transportation Science, 41 (2007), 167.  doi: 10.1287/trsc.1070.0194.  Google Scholar

[28]

D. Work, S. Blandin, O.-P. Tossavainen, B. Piccoli and A. Bayen, A traffic model for velocity data assimilation,, Appl. Math. Res. Express. AMRX, 2010 (2010), 1.   Google Scholar

[29]

J. Yan, Parameter identification of freeway traffic flow model and adaptive ramp metering,, in, (2009), 235.  doi: 10.1109/ISECS.2009.39.  Google Scholar

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