Technical Papers
Jan 19, 2023

Higher-Order Traffic Flow Model Extended to Road Networks

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 149, Issue 4

Abstract

In this work, a conserved higher-order (CHO) macroscopic traffic flow model is extended to road networks. We first introduce the Riemann problem at a junction for the CHO model and then provide a general framework to solve it, considering the compatibility between the CHO and Lighthill-Whitham-Richards (LWR) models. Through the presented framework, Riemann solvers for the LWR model can be extended to the CHO model. Specifically, a kind of Riemann solver for the LWR model is extended to derive the Riemann solver for the CHO model, in which the total actual flow at the junction is maximized. The Riemann solvers for three typical junctions (one-in-two-out junction, two-in-one-out junction, and two-in-two-out junction) are discussed. The first-order finite-volume method is adopted to solve the extended model. Numerical examples are given to validate the extended model and the numerical algorithm.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was jointly supported by grants from the National Natural Science Foundation of China (Grant Nos. 72101185, 72021002, and 71890973), China Postdoctoral Science Foundation (Grant No. 2021M692414), and Guangdong-Hong Kong-Macau Joint Laboratory Program of the 2020 Guangdong New Innovative Strategic Research Fund, Guangdong Science and Technology Department (Grant No. 2020B1212030009). The second author was also supported by the Francis S Y Bong Professorship in Engineering.

References

Aw, A., and M. Rascle. 2000. “Resurrection of ‘second order’ models of traffic flow.” SIAM J. Appl. Math. 60 (3): 916–938. https://doi.org/10.1137/S0036139997332099.
Bressan, A., and F. Yu. 2015. “Continuous Riemann solvers for traffic flow at a junction.” Discrete Contin. Dyn. Syst. 35 (9): 4149–4171. https://doi.org/10.3934/dcds.2015.35.4149.
Buli, J., and Y. Xing. 2020. “A discontinuous Galerkin method for the Aw–Rascle traffic flow model on networks.” J. Comput. Phys. 406 (Apr): 109183. https://doi.org/10.1016/j.jcp.2019.109183.
Canic, S., B. Piccoli, J. M. Qiu, and T. Ren. 2015. “Runge–Kutta discontinuous Galerkin method for traffic flow model on networks.” J. Sci. Comput. 63 (1): 233–255. https://doi.org/10.1007/s10915-014-9896-z.
Chiarello, F. A., J. Friedrich, P. Goatin, S. Göttlich, and O. Kolb. 2020. “A non-local traffic flow model for 1-to-1 junctions.” Eur. J. Appl. Math. 31 (6): 1029–1049. https://doi.org/10.1017/S095679251900038X.
Coclite, G. M., M. Garavello, and B. Piccoli. 2005. “Traffic flow on a road network.” SIAM J. Math. Anal. 36 (6): 1862–1886. https://doi.org/10.1137/S0036141004402683.
D’Apice, C., R. Manzo, and B. Piccoli. 2006. “Packet flow on telecommunication networks.” SIAM J. Math. Anal. 38 (3): 717–740. https://doi.org/10.1137/050631628.
D’Apice, C., and B. Piccoli. 2008. “Vertex flow models for vehicular traffic on networks.” Math. Models Methods Appl. Sci. 18 (supp01): 1299–1315. https://doi.org/10.1142/S0218202508003042.
El Ouenjli, H., A. Chafi, and S. K. Alami. 2022. “Numerical resolution of the LWR method for first order traffic flow model.” In Proc., Int. Conf. on Digital Technologies and Applications, 727–736. Cham, Switzerland: Springer.
Friedrich, J., S. Göttlich, and M. Osztfalk. 2022. “Network models for nonlocal traffic flow.” ESAIM 56 (1): 213–235. https://doi.org/10.1051/m2an/2022002.
Garavello, M., and P. Goatin. 2012. “The Cauchy problem at a node with buffer.” Discrete Contin. Dyn. Syst. 32 (6): 1915–1938. https://doi.org/10.3934/dcds.2012.32.1915.
Garavello, M., and F. Marcellini. 2018. “A Riemann solver at a junction compatible with a homogenization limit.” J. Math. Anal. Appl. 464 (2): 1333–1351. https://doi.org/10.1016/j.jmaa.2018.04.068.
Garavello, M., and B. Piccoli. 2006. “Traffic flow on a road network using the Aw–Rascle model.” Commun. Partial Differ. Equations 31 (2): 243–275. https://doi.org/10.1080/03605300500358053.
Garavello, M., and B. Piccoli. 2013. “A multibuffer model for LWR road networks.” In Advances in dynamic network modeling in complex transportation systems, 143–161. New York: Springer.
Gottlich, S., M. Herty, S. Moutari, and J. Weissen. 2021. “Second-order traffic flow models on networks.” SIAM J. Appl. Math. 81 (1): 258–281. https://doi.org/10.1137/20M1339908.
Haut, B., and G. Bastin. 2007. “A second order model of road junctions in fluid models of traffic networks.” Networks Heterogen. Media 2 (2): 227–253. https://doi.org/10.3934/nhm.2007.2.227.
Herty, M., J. P. Lebacque, and S. Moutari. 2009. “A novel model for intersections of vehicular traffic flow.” Networks Heterogen. Media 4 (4): 813–826. https://doi.org/10.3934/nhm.2009.4.813.
Herty, M., S. Moutari, and M. Rascle. 2006. “Optimization criteria for modelling intersections of vehicular traffic flow.” Networks Heterogen. Media 1 (2): 275–294. https://doi.org/10.3934/nhm.2006.1.275.
Herty, M., and M. Rascle. 2006. “Coupling conditions for a class of second-order models for traffic flow.” SIAM J. Math. Anal. 38 (2): 595–616. https://doi.org/10.1137/05062617X.
Holden, H., and N. H. Risebro. 1995. “A mathematical model of traffic flow on a network of unidirectional roads.” SIAM J. Math. Anal. 26 (4): 999–1017. https://doi.org/10.1137/S0036141093243289.
Holle, Y. 2022. “Entropy dissipation at the junction for macroscopic traffic flow models.” SIAM J. Math. Anal. 54 (1): 954–985. https://doi.org/10.1137/21M1423920.
Jiang, R., Q. S. Wu, and Z. J. Zhu. 2002. “A new continuum model for traffic flow and numerical tests.” Transp. Res. Part B Methodol. 36 (5): 405–419. https://doi.org/10.1016/S0191-2615(01)00010-8.
Kerner, B. S., and P. Konhäuser. 1993. “Cluster effect in initially homogeneous traffic flow.” Phys. Rev. E 48 (4): R2335. https://doi.org/10.1103/PhysRevE.48.R2335.
Kerner, B. S., and P. Konhäuser. 1994. “Structure and parameters of clusters in traffic flow.” Phys. Rev. E 50 (1): 54–83. https://doi.org/10.1103/PhysRevE.50.54.
Kerner, B. S., and H. Rehborn. 1996. “Experimental features and characteristics of traffic jams.” Phys. Rev. E 53 (2): R1297. https://doi.org/10.1103/PhysRevE.53.R1297.
Kolb, O., G. Costeseque, P. Goatin, and S. Göttlich. 2018. “Pareto-optimal coupling conditions for the Aw–Rascle–Zhang traffic flow model at Junctions.” SIAM J. Appl. Math. 78 (4): 1981–2002. https://doi.org/10.1137/17M1136900.
Lebacque, J. P. 1996. “The Godunov scheme and what it means for first order traffic flow models.” In Proc., 13th Int. Symp. on Transportation and Traffc Theory, 647–677. New York: Pergamon.
Lebacque, J. P. 2005. “First-order macroscopic traffic flow models: Intersection modeling, network modeling.” In Proc., 16th Int. Symp. on Transportation and Traffic Theory: Transportation and Traffic Theory. Flow, Dynamics and Human Interaction. College Park, MD: Univ. of Maryland.
Lebacque, J. P., S. Mammar, and H. Haj-Salem. 2007. “Generic second order traffc flow modeling.” In Proc., 17th Int. Symp. on Transportation and Traffc Theory. Amsterdam, Netherlands: Elsevier.
Lebacque, J. P., S. Mammar, and H. Haj-Salem. 2008. “An intersection model based on the GSOM model.” In Vol. 17 of Proc., World Congress, 7148–7153. Seoul: International Federation of Automatic Control. https://doi.org/10.3182/20080706-5-KR-1001.01212.
LeVeque, R. J. 1992. Vol. 132 of Numerical methods for conservation laws. Basel, Switzerland: Birkhäuser.
Li, H. Y., Z. Y. Lin, P. Zhang, and Y. L. Duan. 2020. “Modeling and simulation of dynamic traffc assignment based on conserved higher-order model.” Chin. J. Comput. Phys. 37 (5): 162–174. https://doi.org/10.19596/j.cnki.1001-246x.8143.
Lighthill, M. J., and G. B. Whitham. 1955. “On kinematic waves. II. A theory of traffic flow on long crowded roads.” Proc. R. Soc. London, Ser. A: Math. Phys. Sci. 229 (1178): 317–345. https://doi.org/10.1098/rspa.1955.0089.
Lin, Z. Y., P. Zhang, L. Y. Dong, S. C. Wong, and K. Choi. 2015a. “Physically bounded solution for a conserved higher-order traffic flow model.” In Traffic and Granular Flow’13, 463–470. Cham, Switzerland: Springer.
Lin, Z. Y., P. Zhang, L. Y. Dong, S. C. Wong, and K. Choi. 2015b. “Traffic flow on a road network using a conserved higher-order model.” In Vol. 1648 of Proc., AIP Conf., 530006. New York: AIP Publishing. https://doi.org/10.1063/1.4912739.
Payne, H. J. 1971. “Models of freeway traffic and control.” Math. Model Public Syst. 1 (1): 51–61.
Qiao, D. L., B. Y. Dai, Z. Y. Lin, M. M. Guo, X. N. Zhang, P. Zhang, and F. Z. Cheng. 2023. “Study on vehicle fuel consumption and exhaust emissions based on a new viscous macroscopic traffic flow model.” J. Transp. Eng. Part A Syst. 149 (2): 04022137. https://doi.org/10.1061/JTEPBS.TEENG-7506.
Qiao, D. L., Z. Y. Lin, M. M. Guo, X. X. Yang, X. Y. Li, P. Zhang, and X. N. Zhang. 2022. “Riemann solvers of a conserved high-order traffic flow model with discontinuous fluxes.” Appl. Math. Comput. 413 (Jan): 126648. https://doi.org/10.1016/j.amc.2021.126648.
Rascle, M. 2002. “An improved macroscopic model of traffic flow: Derivation and roads with the Lighthill–Whitham model.” Math. Comput. Model. 35 (5–6): 581–590. https://doi.org/10.1016/S0895-7177(02)80022-X.
Richards, P. I. 1956. “Shock waves on the highway.” Oper. Res. 4 (1): 42–51. https://doi.org/10.1287/opre.4.1.42.
Sheng, W. C., and Q. L. Zhang. 2022. “The Riemann problem for a traffic flow model on a road with variable widths.” IMA J. Appl. Math. 87 (5): 757–785. https://doi.org/10.1093/imamat/hxac020.
Siebel, F., W. Mauser, S. Moutari, and M. Rascle. 2009. “Balanced vehicular traffic at a bottleneck.” Math. Comput. Modell. 49 (3–4): 689–702. https://doi.org/10.1016/j.mcm.2008.01.006.
Wang, S. A., X. Y. Chen, and X. B. Qu. 2021. “Model on empirically calibrating stochastic traffic flow fundamental diagram.” Commun. Transp. Res. 1 (Dec): 100015. https://doi.org/10.1016/j.commtr.2021.100015.
Whitham, G. B. 1974. Linear and nonlinear waves. New York: Wiley.
Zhang, H. M. 2002. “A non-equilibrium traffc model devoid of gas-like behavior.” Transp. Res. Part B Methodol. 36 (3): 275–290. https://doi.org/10.1016/S0191-2615(00)00050-3.
Zhang, P., D. L. Qiao, L. Y. Dong, S. Q. Dai, and S. C. Wong. 2011. “A number of Riemann solvers for a conserved higher-order traffic flow model.” In Proc., 2011 4th Int. Joint Conf. on Computational Sciences and Optimization, 1049–1053. New York: IEEE.
Zhang, P., S. C. Wong, and S. Q. Dai. 2009. “A conserved higher-order anisotropic traffic flow model: Description of equilibrium and non-equilibrium flows.” Transp. Res. Part B Methodol. 43 (5): 562–574. https://doi.org/10.1016/j.trb.2008.10.001.
Zhang, Q. L., and S. Z. Liu. 2023. “The Riemann problem and a Godunov-type scheme for a traffic flow model on two lanes with two velocities.” Appl. Math. Comput. 436 (Jan): 127502. https://doi.org/10.1016/j.amc.2022.127502.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 149Issue 4April 2023

History

Received: May 27, 2022
Accepted: Nov 18, 2022
Published online: Jan 19, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 19, 2023

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Postdoctoral, School of Economics and Management, Tongji Univ., Shanghai 200092, China. ORCID: https://orcid.org/0000-0001-5370-5184. Email: [email protected]
Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong; Professor, Guangdong-Hong Kong-Macau Joint Laboratory for Smart Cities, Shenzhen 518060, China. ORCID: https://orcid.org/0000-0003-1169-7045. Email: [email protected]
Xiaoning Zhang [email protected]
Professor, School of Economics and Management, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Professor, Shanghai Institute of Applied Mathematics and Mechanics, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China (corresponding author). Email: [email protected]

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