Several realistic situations in vehicular traffic that give rise to queues can be modeled through conservation laws with boundary and unilateral constraints on the flux. This paper provides a rigorous analytical framework for these descriptions, comprising stability with respect to the initial data, to the boundary inflow and to the constraint. We present a framework to rigorously state optimal management problems and prove the existence of the corresponding optimal controls. Specific cases are dealt with in detail through ad hoc numerical integrations. These are here obtained implementing the wave front tracking algorithm, which appears to be very precise in computing, for instance, the exit times.
Mots-clés : optimal control of conservation laws, constrained hyperbolic pdes, traffic modelling
@article{M2AN_2011__45_5_853_0, author = {Colombo, Rinaldo M. and Goatin, Paola and Rosini, Massimiliano D.}, title = {On the modelling and management of traffic}, journal = {ESAIM: Mathematical Modelling and Numerical Analysis }, pages = {853--872}, publisher = {EDP-Sciences}, volume = {45}, number = {5}, year = {2011}, doi = {10.1051/m2an/2010105}, mrnumber = {2817547}, zbl = {1267.90032}, language = {en}, url = {http://www.numdam.org/articles/10.1051/m2an/2010105/} }
TY - JOUR AU - Colombo, Rinaldo M. AU - Goatin, Paola AU - Rosini, Massimiliano D. TI - On the modelling and management of traffic JO - ESAIM: Mathematical Modelling and Numerical Analysis PY - 2011 SP - 853 EP - 872 VL - 45 IS - 5 PB - EDP-Sciences UR - http://www.numdam.org/articles/10.1051/m2an/2010105/ DO - 10.1051/m2an/2010105 LA - en ID - M2AN_2011__45_5_853_0 ER -
%0 Journal Article %A Colombo, Rinaldo M. %A Goatin, Paola %A Rosini, Massimiliano D. %T On the modelling and management of traffic %J ESAIM: Mathematical Modelling and Numerical Analysis %D 2011 %P 853-872 %V 45 %N 5 %I EDP-Sciences %U http://www.numdam.org/articles/10.1051/m2an/2010105/ %R 10.1051/m2an/2010105 %G en %F M2AN_2011__45_5_853_0
Colombo, Rinaldo M.; Goatin, Paola; Rosini, Massimiliano D. On the modelling and management of traffic. ESAIM: Mathematical Modelling and Numerical Analysis , Tome 45 (2011) no. 5, pp. 853-872. doi : 10.1051/m2an/2010105. http://www.numdam.org/articles/10.1051/m2an/2010105/
[1] Initial-boundary value problems for nonlinear systems of conservation laws. NoDEA 4 (1997) 1-42. | MR | Zbl
,[2] Continuous dependence for 2×2 conservation laws with boundary. J. Differ. Equ. 138 (1997) 229-266. | MR | Zbl
and ,[3] Scalar non-linear conservation laws with integrable boundary data. Nonlinear Anal. 35 (1999) 687-710. | MR | Zbl
and ,[4] Finite volume schemes for locally constrained conservation laws. Numer. Math. 115 (2010) 609-645. | MR | Zbl
, and ,[5] Resurrection of “second order” models of traffic flow. SIAM J. Appl. Math. 60 (2000) 916-938. | MR | Zbl
and ,[6] A.Y. le Roux and J.-C. Nédélec, First order quasilinear equations with boundary conditions. Comm. Partial Differential Equations 4 (1979) 1017-1034. | MR | Zbl
,[7] D. Work, P. Goatin, B. Piccoli and A. Bayen, A general phase transition model for vehicular traffic. SIAM J. Appl. Math. (to appear). | MR | Zbl
,[8] Hyperbolic systems of conservation laws - The one-dimensional Cauchy problem,Oxford Lecture Series in Mathematics and its Applications 20. Oxford University Press, Oxford (2000). | MR | Zbl
,[9] Front tracking algorithm for the Lighthill-Whitham-Richards traffic flow model with a piecewise quadratic, continuous, non-smooth and non-concave fundamental diagram. Int. J. Numer. Anal. Model. 6 (2009) 562-585. | MR
, , and ,[10] Hyperbolic phase transitions in traffic flow. SIAM J. Appl. Math. 63 (2002) 708-721. | MR | Zbl
,[11] A well posed conservation law with a variable unilateral constraint. J. Differ. Equ. 234 (2007) 654-675. | MR | Zbl
and ,[12] Minimising stop and go waves to optimise traffic flow. Appl. Math. Lett. 17 (2004) 697-701. | MR | Zbl
and ,[13] Conservation laws with unilateral constraints in traffic modeling, in Transport Management and Land-Use Effects in Presence of Unusual Demand, L. Mussone and U. Crisalli Eds., Atti del convegno SIDT 2009 (2009). | Zbl
, , and ,[14] Road networks with phase transitions. J. Hyperbolic Differ. Equ. 7 (2010) 85-106. | MR | Zbl
, and ,[15] A 2-phase traffic model based on a speed bound. SIAM J. Appl. Math. 70 (2010) 2652-2666. | MR | Zbl
, and ,[16] Polygonal approximations of solutions of the initial value problem for a conservation law. J. Math. Anal. Appl. 38 (1972) 33-41. | MR | Zbl
,[17] The cell transmission model: A dynamic representation of highway traffic consistent with the hydrodynamic theory. Transp. Res. B 28B (1994) 269-287.
,[18] Boundary conditions for nonlinear hyperbolic systems of conservation laws. J. Differential Equations 71 (1988) 93-122. | MR | Zbl
and ,[19] The Aw-Rascle vehicular traffic flow model with phase transitions. Math. Comput. Model. 44 (2006) 287-303. | MR | Zbl
,[20] Initial Boundary Value Problems for Hyperbolic Systems of Conservation Laws. Ph.D. thesis, California University (1982). | MR
,[21] An analysis of traffic flow. Oper. Res. 7 (1959) 79-85. | MR
,[22] A study of traffic capacity. Proceedings of the Highway Research Board 14 (1935) 448-477.
,[23] A macroscopic traffic model for road networks with a representation of the capacity drop phenomenon at the junctions, in Proceedings 16th IFAC World Congress, Prague, Czech Republic, July (2005) Tu-M01-TP/3.
, and ,[24] Self-Organized Control of Irregular or Perturbed Network Traffic, in Optimal Control and Dynamic Games, Advances in Computational Management Science 7, Springer (2005) 239-274. | Zbl
, and ,[25] Incorporation of lagrangian measurements in freeway traffic state estimation. Transp. Res. Part B: Methodol. 44 (2010) 460-481.
and ,[26] Front tracking for hyperbolic conservation laws, Applied Mathematical Sciences 152. Springer-Verlag, New York (2002). | MR | Zbl
and ,[27] Continuous kinematic wave models of merging traffic flow. Transp. Res. Part B: Methodol. 44 (2010) 1084-1103.
,[28] The formation and structure of vehicle clusters in the Payne-Whitham traffic flow model. Transp. Res. B 37 (2003) 207-223.
and ,[29] On the distribution schemes for determining flows through a merge. Transp. Res. Part B: Methodol. 37 (2003) 521-540.
and ,[30] Cluster effect in initially homogeneous traffic flow. Phys. Rev. E 48 (1993) R2335-R2338.
and ,[31] Structure and parameters of clusters in traffic flow. Phys. Rev. E 50 (1994) 54-83.
and ,[32] Experimental features and characteristics of traffic jams. Phys. Rev. E 53 (1996) R1297-R1300.
and ,[33] Kinetic and Macroscopic Traffic Flow Models. School of Computational Mathematics: Computational aspects in kinetic models, XXth edition (2002).
,[34] First order quasilinear equations with several independent variables. Mat. Sb. (N.S.) 81 (1970) 228-255. | Zbl
,[35] Bounded acceleration close to fixed and moving bottlenecks. Transp. Res. Part B: Methodol. 41 (2007) 309-319.
,[36] Hybrid approaches to the solutions of the Lighthill-Whitham-Richards model. Transp. Res. Part B: Methodol. 41 (2007) 701-709.
,[37] Empirical phase diagram of traffic flow on highways with on-ramps, in Traffic and Granular Flow '99, M.S.D.W.D. Helbing and H.J. Herrmann Eds. (2000). | Zbl
, and ,[38] Finite volume methods for hyperbolic problems. Cambridge Texts in Applied Mathematics, Cambridge University Press, Cambridge (2002). | MR | Zbl
,[39] Analysis of LWR model with fundamental diagram subject to uncertainties, in TRB 88th Annual Meeting Compendium of Papers, number 09-1189 in TRB (2009) 14.
, , and ,[40] On kinematic waves. II. A theory of traffic flow on long crowded roads. Proc. Roy. Soc. London. Ser. A. 229 (1955) 317-345. | MR | Zbl
and ,[41] Real-time queue length estimation for congested signalized intersections. Transp. Res. Part C 17 (2009) 412-427.
, , and ,[42] Riemann problem resolution and Godunov scheme for the Aw-Rascle-Zhang model. Transp. Sci. 43 (2009) 531-545.
, and ,[43] A simplified theory of kinematic waves in highway traffic, part II. Transp. Res. B 27 B (1993) 289-303.
,[44] Existence of strong traces for quasi-solutions of multidimensional conservation laws. J. Hyperbolic Differ. Equ. 4 (2007) 729-770. | MR | Zbl
,[45] Traffic flow on networks - Conservation laws models, AIMS Series on Applied Mathematics 1. American Institute of Mathematical Sciences (AIMS), Springfield, MO (2006). | MR | Zbl
and ,[46] Shock waves on the highway. Oper. Res. 4 (1956) 42-51. | MR
,[47] Systems of conservation laws 1 & 2. Cambridge University Press, Cambridge (1999). | MR | Zbl
,[48] A behavioural approach to instability, stop & go waves, wide jams and capacity drop, in Proceedings of 16th International Symposium on Transportation and Traffic Theory (ISTTT), Maryland (2005).
, and ,[49] Global solution of the Cauchy problem for a class of 2×2 nonstrictly hyperbolic conservation laws. Adv. Appl. Math. 3 (1982) 335-375. | MR | Zbl
,[50] Optimization of congested traffic by controlling stop-and-go waves. Phys. Rev. E 65 (2002) 4. | MR
, , and ,[51] Congested traffic states in empirical observations and microscopic simulation. Phys. Rev. E 62 (2000) 1805-1824.
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