American Institute of Mathematical Sciences

Advanced
  • Previous Article
    Convergence rates towards the traveling waves for a model system of radiating gas with discontinuities
  • KRM Home
  • This Issue
  • Next Article
    From individual to collective behaviour of coupled velocity jump processes: A locust example
December  2012, 5(4): 843-855. doi: 10.3934/krm.2012.5.843

Coupling of non-local driving behaviour with fundamental diagrams

Michael Herty 1, and  Reinhard Illner 2,

1. 

RWTH Aachen University, Templergraben 55, D-52065 Aachen, Germany
2. 

University of Victoria, Department of Mathematics and Statistics, PO Box 3060 STN CSC, Victoria, B.C., Canada V8W 3R4., Canada

Received  July 2012 Revised  September 2012 Published  November 2012

We present an extended discussion of a macroscopic traffic flow model [18] which includes non-local and relaxation terms for vehicular traffic flow on unidirectional roads. The braking and acceleration forces are based on a behavioural model and on free flow dynamics. The latter are modelled by using different fundamental diagrams. Numerical investigations for different situations illustrate the properties of the mathematical model. In particular, the emergence of stop-and-go waves is observed for suitable parameter ranges.
Keywords: Traffic flow, mathematical modeling..
Mathematics Subject Classification: Primary: 90B20; Secondary: 35L6.
Citation: Michael Herty, Reinhard Illner. Coupling of non-local driving behaviour with fundamental diagrams. Kinetic and Related Models, 2012, 5 (4) : 843-855. doi: 10.3934/krm.2012.5.843
References:
[1]

A. Aw and M. Rascle, Resurrection of "second order" models of traffic flow, SIAM J. Appl. Math., 60 (2000), 916-938. doi: 10.1137/S0036139997332099.

[2]

A. Aw, A. Klar, Th. Materne and M. Rascle, Derivation of continuum traffic flow models from microscopic follow-the-leader models, SIAM J. Appl. Math., 63 (2002), 259-278. doi: 10.1137/S0036139900380955.

[3]

F. Berthelin, P. Degond, M. Delitala and M. Rascle, A model for the formation and evolution of traffic jams, Arch. Ration. Mech. Anal., 187 (2008), 185-220. doi: 10.1007/s00205-007-0061-9.

[4]

A. Chertock, A. Kurganov and Y. Rykov, A new sticky particle method for pressureless gas dynamics, SIAM J. on Numerical Analysis, 45 (2007), 2408-2441. doi: 10.1137/050644124.

[5]

G. M. Coclite, M. Garavello and B. Piccoli, Traffic flow on a road network, SIAM J. Math. Anal., 36 (2005), 1862-1886. doi: 10.1137/S0036141004402683.

[6]

C. F. Daganzo, The cell transmission model : A dynamic representation of highway traffic consistent with the hydrodynamic theory, Transp. Res. B, 28 (1994), 269-287. doi: 10.1016/0191-2615(94)90002-7.

[7]

I. Gasser, T. Seidel, G. Sirito and B. Werner, Bifurcation Analysis of a Class of Car Following Traffic Models II: Variable Reaction Times and Agressive Drivers, Bulletin of the Institute of Mathematics, Academica Sinica (New Series), 2 (2007), 587-607.

[8]

I. Gasser, G. Sirito and B. Werner, Bifurcation analysis of a class of 'car following' traffic models, Physica D, 197 (2004), 222-241. doi: 10.1016/j.physd.2004.07.008.

[9]

J. Greenberg, Extensions and amplifications of a traffic model of Aw and Rascle, SIAM J. Appl. Math., 62 (2001), 729-745. doi: 10.1137/S0036139900378657.

[10]

______, Congestion redux, SIAM J. Appl. Math., 64 (2004), 1175-1185. doi: 10.1137/S0036139903431737.

[11]

______, Traffic congestion - an instability in a hyperbolic system, Bulletin of the Institute of Mathematics, Academica Sinica (New Series), 2 (2007), 123-138.

[12]

J. Greenberg, A. Klar and M. Rascle, Congestion on multilane highways, SIAM J. Appl. Math., 63 (2003), 818-833. doi: 10.1137/S0036139901396309.

[13]

B. D. Greenshields, A study of traffic capacity, Proc. Highway Res., 14 (1935), 448-477.

[14]

R. Herman and I. Prigogine, A two-fluid approach to twon traffic, Science, 204 (1979), 148-151. doi: 10.1126/science.204.4389.148.

[15]

D. Helbing, Traffic dynamics. New physical concepts of modelling. (Verkehrsdynamik. Neue physikalische Modellierungskonzepte), Berlin: Springer. xii, 308 p. DM 128.00; öS934.40; sFr 113.00, 1997.

[16]

D. Helbing, A. Hennecke, V. Shvetsov and M. Treiber, Micro- and macro-simulation of freeway traffic, Math. Comput. Modelling, 35 (2002), 517-547. doi: 10.1016/S0895-7177(02)80019-X.

[17]

M. Herty and R. Illner, On stop-and-go waves in dense traffic, Kinetic and Related Models, 1 (2008), 437-452.

[18]

M. Herty and R. Illner, Analytical and Numerical Investigations of Refined Macroscopic Traffic Flow Models, Kinetic and Related Models, 3 (2010), 311-333.

[19]

M. Herty, R. Illner, A. Klar and V. Panferov, Qualitative properties of solutions to systems of Fokker-Planck equations for multilane traffic flow, Transp. Theory Stat. Phys., 35 (2006), 31-54. doi: 10.1080/00411450600878573.

[20]

M. Herty and A. Klar, Modelling, simulation and optimization of traffic flow networks, SIAM J. Sci. Comp., 25 (2003), 1066-1087. doi: 10.1137/S106482750241459X.

[21]

M. Herty and M. Rascle, Coupling conditions for a class of second-order models for traffic flow, SIAM J. Math. Anal., 38 (2006), 595-616. doi: 10.1137/05062617X.

[22]

R. Illner and G. McGregor, On a functional-differential equation arising from a traffic flow model, SIAM J. Appl. Math., 72 (2012), 623-645.

[23]

R. Illner, C. Kirchner and R. Pinnau, A derivation of the Aw-Rascle traffic models from Fokker-Planck type kinetic models, Quarterly Appl. Math., 67 (2009), 39-45.

[24]

R. Illner, A. Klar and T. Materne, Vlasov-Fokker-Planck models for multilane traffic flow, Commun. Math. Sci., 1 (2003), 1-12.

[25]

A. Klar and R. Wegener, A hierarchy of models for multilane vehicular traffic. I. Modeling, SIAM J. Appl. Math., 3 (1999), 983-1001.

[26]

B. Kerner, "The Physics of Traffic," Springer, Berlin, 2004.

[27]

M. E. M. Kimathi, "Mathematical Models for 3-Phase Traffic Flow Theory," Ph. D. Thesis, Kaiserslautern 2012

[28]

J. P. Lebacque and M. Khoshyaran, First-order macroscopic traffic flow models for networks in the context of dynamic assignment, Transportation Planning and Applied Optimization, 64 (2004), 119-140.

[29]

R. LeVeque, The dynamics of pressureless dust clouds and delta waves, Journal Hyperbolic Differential Equations, 1 (2004), 315-327.

[30]

T. Li, Global solutions of nonconcave hyperbolic conservation laws with relaxation arising from traffic flow, J. Diff. Eqn., 190 (2003), 131-149. doi: 10.1016/S0022-0396(03)00014-7.

[31]

M. Lighthill and J. Whitham, On kinematic waves, Proc. Roy. Soc. London Ser. A, 229 (1955), 281-345. doi: 10.1098/rspa.1955.0088.

[32]

E. Ben-Naim, P. L. Krapinsky and S. Redner, Kinetics of clustering in traffic flows, Physical Rev. E, 50 (1994), 822-829.

[33]

P. I. Richards, Shock waves on the highway, Oper. Res., 4 (1956), 42-51.

[34]

L. Santen, A. Schadschneider and M. Schreckenberg, Towards a realistic microscopic description of highway traffic, J. Phys A, 33 (2000), 477-485.

[35]

S. Marinosson, R. Chrobok, A. Pottmeier, J. Wahle and M. Schreckenberg, Simulation framework for the autobahn traffic in North Rhine-Westphalia, Cellular automata, 315-324, Lecture Notes in Comput. Sci., 2493, Springer, Berlin (2002).

[36]

T. Alperovich and A. Sopasakis, Stochastic description of traffic flow, J. Stat. Phys., 133 (2008), 1083-1105. doi: 10.1007/s10955-008-9652-6.

[37]

A. Sopasakis and M. A. Katsoulakis, Stochastic modeling and simulation of traffic flow: asymmetric single exclusion process with Arrhenius look-ahead dynamics, SIAM J. Appl. Math., 66 (2006), 921-944. doi: 10.1137/040617790.

[38]

M. Treiber and D. Helbing, Macroscopic simulation of widely scattered synchronized traffic states, J. Phys. A, Math. Gen., (1999).

[39]

H. M. Zhang, A non-equilibrium traffic model devoid of gas-like behavior, Tans. Res. B, 36 (2002), 275-290. doi: 10.1016/S0191-2615(00)00050-3.

show all references

References:
[1]

A. Aw and M. Rascle, Resurrection of "second order" models of traffic flow, SIAM J. Appl. Math., 60 (2000), 916-938. doi: 10.1137/S0036139997332099.

[2]

A. Aw, A. Klar, Th. Materne and M. Rascle, Derivation of continuum traffic flow models from microscopic follow-the-leader models, SIAM J. Appl. Math., 63 (2002), 259-278. doi: 10.1137/S0036139900380955.

[3]

F. Berthelin, P. Degond, M. Delitala and M. Rascle, A model for the formation and evolution of traffic jams, Arch. Ration. Mech. Anal., 187 (2008), 185-220. doi: 10.1007/s00205-007-0061-9.

[4]

A. Chertock, A. Kurganov and Y. Rykov, A new sticky particle method for pressureless gas dynamics, SIAM J. on Numerical Analysis, 45 (2007), 2408-2441. doi: 10.1137/050644124.

[5]

G. M. Coclite, M. Garavello and B. Piccoli, Traffic flow on a road network, SIAM J. Math. Anal., 36 (2005), 1862-1886. doi: 10.1137/S0036141004402683.

[6]

C. F. Daganzo, The cell transmission model : A dynamic representation of highway traffic consistent with the hydrodynamic theory, Transp. Res. B, 28 (1994), 269-287. doi: 10.1016/0191-2615(94)90002-7.

[7]

I. Gasser, T. Seidel, G. Sirito and B. Werner, Bifurcation Analysis of a Class of Car Following Traffic Models II: Variable Reaction Times and Agressive Drivers, Bulletin of the Institute of Mathematics, Academica Sinica (New Series), 2 (2007), 587-607.

[8]

I. Gasser, G. Sirito and B. Werner, Bifurcation analysis of a class of 'car following' traffic models, Physica D, 197 (2004), 222-241. doi: 10.1016/j.physd.2004.07.008.

[9]

J. Greenberg, Extensions and amplifications of a traffic model of Aw and Rascle, SIAM J. Appl. Math., 62 (2001), 729-745. doi: 10.1137/S0036139900378657.

[10]

______, Congestion redux, SIAM J. Appl. Math., 64 (2004), 1175-1185. doi: 10.1137/S0036139903431737.

[11]

______, Traffic congestion - an instability in a hyperbolic system, Bulletin of the Institute of Mathematics, Academica Sinica (New Series), 2 (2007), 123-138.

[12]

J. Greenberg, A. Klar and M. Rascle, Congestion on multilane highways, SIAM J. Appl. Math., 63 (2003), 818-833. doi: 10.1137/S0036139901396309.

[13]

B. D. Greenshields, A study of traffic capacity, Proc. Highway Res., 14 (1935), 448-477.

[14]

R. Herman and I. Prigogine, A two-fluid approach to twon traffic, Science, 204 (1979), 148-151. doi: 10.1126/science.204.4389.148.

[15]

D. Helbing, Traffic dynamics. New physical concepts of modelling. (Verkehrsdynamik. Neue physikalische Modellierungskonzepte), Berlin: Springer. xii, 308 p. DM 128.00; öS934.40; sFr 113.00, 1997.

[16]

D. Helbing, A. Hennecke, V. Shvetsov and M. Treiber, Micro- and macro-simulation of freeway traffic, Math. Comput. Modelling, 35 (2002), 517-547. doi: 10.1016/S0895-7177(02)80019-X.

[17]

M. Herty and R. Illner, On stop-and-go waves in dense traffic, Kinetic and Related Models, 1 (2008), 437-452.

[18]

M. Herty and R. Illner, Analytical and Numerical Investigations of Refined Macroscopic Traffic Flow Models, Kinetic and Related Models, 3 (2010), 311-333.

[19]

M. Herty, R. Illner, A. Klar and V. Panferov, Qualitative properties of solutions to systems of Fokker-Planck equations for multilane traffic flow, Transp. Theory Stat. Phys., 35 (2006), 31-54. doi: 10.1080/00411450600878573.

[20]

M. Herty and A. Klar, Modelling, simulation and optimization of traffic flow networks, SIAM J. Sci. Comp., 25 (2003), 1066-1087. doi: 10.1137/S106482750241459X.

[21]

M. Herty and M. Rascle, Coupling conditions for a class of second-order models for traffic flow, SIAM J. Math. Anal., 38 (2006), 595-616. doi: 10.1137/05062617X.

[22]

R. Illner and G. McGregor, On a functional-differential equation arising from a traffic flow model, SIAM J. Appl. Math., 72 (2012), 623-645.

[23]

R. Illner, C. Kirchner and R. Pinnau, A derivation of the Aw-Rascle traffic models from Fokker-Planck type kinetic models, Quarterly Appl. Math., 67 (2009), 39-45.

[24]

R. Illner, A. Klar and T. Materne, Vlasov-Fokker-Planck models for multilane traffic flow, Commun. Math. Sci., 1 (2003), 1-12.

[25]

A. Klar and R. Wegener, A hierarchy of models for multilane vehicular traffic. I. Modeling, SIAM J. Appl. Math., 3 (1999), 983-1001.

[26]

B. Kerner, "The Physics of Traffic," Springer, Berlin, 2004.

[27]

M. E. M. Kimathi, "Mathematical Models for 3-Phase Traffic Flow Theory," Ph. D. Thesis, Kaiserslautern 2012

[28]

J. P. Lebacque and M. Khoshyaran, First-order macroscopic traffic flow models for networks in the context of dynamic assignment, Transportation Planning and Applied Optimization, 64 (2004), 119-140.

[29]

R. LeVeque, The dynamics of pressureless dust clouds and delta waves, Journal Hyperbolic Differential Equations, 1 (2004), 315-327.

[30]

T. Li, Global solutions of nonconcave hyperbolic conservation laws with relaxation arising from traffic flow, J. Diff. Eqn., 190 (2003), 131-149. doi: 10.1016/S0022-0396(03)00014-7.

[31]

M. Lighthill and J. Whitham, On kinematic waves, Proc. Roy. Soc. London Ser. A, 229 (1955), 281-345. doi: 10.1098/rspa.1955.0088.

[32]

E. Ben-Naim, P. L. Krapinsky and S. Redner, Kinetics of clustering in traffic flows, Physical Rev. E, 50 (1994), 822-829.

[33]

P. I. Richards, Shock waves on the highway, Oper. Res., 4 (1956), 42-51.

[34]

L. Santen, A. Schadschneider and M. Schreckenberg, Towards a realistic microscopic description of highway traffic, J. Phys A, 33 (2000), 477-485.

[35]

S. Marinosson, R. Chrobok, A. Pottmeier, J. Wahle and M. Schreckenberg, Simulation framework for the autobahn traffic in North Rhine-Westphalia, Cellular automata, 315-324, Lecture Notes in Comput. Sci., 2493, Springer, Berlin (2002).

[36]

T. Alperovich and A. Sopasakis, Stochastic description of traffic flow, J. Stat. Phys., 133 (2008), 1083-1105. doi: 10.1007/s10955-008-9652-6.

[37]

A. Sopasakis and M. A. Katsoulakis, Stochastic modeling and simulation of traffic flow: asymmetric single exclusion process with Arrhenius look-ahead dynamics, SIAM J. Appl. Math., 66 (2006), 921-944. doi: 10.1137/040617790.

[38]

M. Treiber and D. Helbing, Macroscopic simulation of widely scattered synchronized traffic states, J. Phys. A, Math. Gen., (1999).

[39]

H. M. Zhang, A non-equilibrium traffic model devoid of gas-like behavior, Tans. Res. B, 36 (2002), 275-290. doi: 10.1016/S0191-2615(00)00050-3.

[1]

Rinaldo M. Colombo, Andrea Corli. Dynamic parameters identification in traffic flow modeling. Conference Publications, 2005, 2005 (Special) : 190-199. doi: 10.3934/proc.2005.2005.190
[2]

Yunxiang Han, Xiaoqiong Huang. Traffic flow modeling and optimization control in the approach airspace. Journal of Industrial and Management Optimization, 2022  doi: 10.3934/jimo.2022109
[3]

Sharif E. Guseynov, Shirmail G. Bagirov. Distributed mathematical models of undetermined "without preference" motion of traffic flow. Conference Publications, 2011, 2011 (Special) : 589-600. doi: 10.3934/proc.2011.2011.589
[4]

Alexandre M. Bayen, Hélène Frankowska, Jean-Patrick Lebacque, Benedetto Piccoli, H. Michael Zhang. Special issue on Mathematics of Traffic Flow Modeling, Estimation and Control. Networks and Heterogeneous Media, 2013, 8 (3) : i-ii. doi: 10.3934/nhm.2013.8.3i
[5]

Yacine Chitour, Benedetto Piccoli. Traffic circles and timing of traffic lights for cars flow. Discrete and Continuous Dynamical Systems - B, 2005, 5 (3) : 599-630. doi: 10.3934/dcdsb.2005.5.599
[6]

Alexandre Bayen, Rinaldo M. Colombo, Paola Goatin, Benedetto Piccoli. Traffic modeling and management: Trends and perspectives. Discrete and Continuous Dynamical Systems - S, 2014, 7 (3) : i-ii. doi: 10.3934/dcdss.2014.7.3i
[7]

Avner Friedman, Wenrui Hao. Mathematical modeling of liver fibrosis. Mathematical Biosciences & Engineering, 2017, 14 (1) : 143-164. doi: 10.3934/mbe.2017010
[8]

Nicola Bellomo, Abdelghani Bellouquid, Juanjo Nieto, Juan Soler. On the multiscale modeling of vehicular traffic: From kinetic to hydrodynamics. Discrete and Continuous Dynamical Systems - B, 2014, 19 (7) : 1869-1888. doi: 10.3934/dcdsb.2014.19.1869
[9]

Gang Bao. Mathematical modeling of nonlinear diffracvtive optics. Conference Publications, 1998, 1998 (Special) : 89-99. doi: 10.3934/proc.1998.1998.89
[10]

Mary Luz Mouronte, Rosa María Benito. Structural analysis and traffic flow in the transport networks of Madrid. Networks and Heterogeneous Media, 2015, 10 (1) : 127-148. doi: 10.3934/nhm.2015.10.127
[11]

Gabriella Bretti, Roberto Natalini, Benedetto Piccoli. Numerical approximations of a traffic flow model on networks. Networks and Heterogeneous Media, 2006, 1 (1) : 57-84. doi: 10.3934/nhm.2006.1.57
[12]

Gabriella Bretti, Roberto Natalini, Benedetto Piccoli. Fast algorithms for the approximation of a traffic flow model on networks. Discrete and Continuous Dynamical Systems - B, 2006, 6 (3) : 427-448. doi: 10.3934/dcdsb.2006.6.427
[13]

Alberto Bressan, Khai T. Nguyen. Conservation law models for traffic flow on a network of roads. Networks and Heterogeneous Media, 2015, 10 (2) : 255-293. doi: 10.3934/nhm.2015.10.255
[14]

Johanna Ridder, Wen Shen. Traveling waves for nonlocal models of traffic flow. Discrete and Continuous Dynamical Systems, 2019, 39 (7) : 4001-4040. doi: 10.3934/dcds.2019161
[15]

Tong Li. Qualitative analysis of some PDE models of traffic flow. Networks and Heterogeneous Media, 2013, 8 (3) : 773-781. doi: 10.3934/nhm.2013.8.773
[16]

Paola Goatin. Traffic flow models with phase transitions on road networks. Networks and Heterogeneous Media, 2009, 4 (2) : 287-301. doi: 10.3934/nhm.2009.4.287
[17]

Alberto Bressan, Ke Han. Existence of optima and equilibria for traffic flow on networks. Networks and Heterogeneous Media, 2013, 8 (3) : 627-648. doi: 10.3934/nhm.2013.8.627
[18]

Alberto Bressan, Fang Yu. Continuous Riemann solvers for traffic flow at a junction. Discrete and Continuous Dynamical Systems, 2015, 35 (9) : 4149-4171. doi: 10.3934/dcds.2015.35.4149
[19]

Wen Shen, Karim Shikh-Khalil. Traveling waves for a microscopic model of traffic flow. Discrete and Continuous Dynamical Systems, 2018, 38 (5) : 2571-2589. doi: 10.3934/dcds.2018108
[20]

Michael Herty, J.-P. Lebacque, S. Moutari. A novel model for intersections of vehicular traffic flow. Networks and Heterogeneous Media, 2009, 4 (4) : 813-826. doi: 10.3934/nhm.2009.4.813

2021 Impact Factor: 1.398

Tools

Metrics

  • PDF downloads (55)
  • HTML views (0)
  • Cited by (3)

Other articles
by authors

[Back to Top]

Copyright © 2022 American Institute of Mathematical Sciences | Privacy Policy