Abstract
This paper proposes a system optimal dynamic traffic assignment model that does not require the network to be empty at the beginning or at the end of the planning horizon. The model assumes that link travel times depend on traffic densities and uses a discretized planning horizon. The resulting formulation is a nonlinear program with binary variables and a time-expanded network structure. Under a relatively mild condition, the nonlinear program has a feasible solution. When necessary, constraints can be added to ensure that the solution satisfies the First-In-First-Out condition. Also included are approximation schemes based on linear integer programs that can provide solutions arbitrarily close to that of the original nonlinear problem.
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References
Ahuja R., Magnanti T., Orlin J. (1993). Network Flows. Prentice Hall, Englewood Cliffs, NJ
Boyce D., Ran B., LeBlanc L. (1995). Solving an instantaneous dynamic user-optimal route choice model. Transport. Sci. 29:128–142
Brotcorne L., De Wolf D., Gendreau M., Labbé M. (2002) A dynamic user equilibrium model for traffic assignment in urban areas. In: Gendreau M., Marcotte P. (eds) Transportation and Analysis: Current Trends. Kluwer Academic Publishers, Norwell, MA, pp. 49–69
Carey M. (1987). Optimal time-varying flow on congested network. Oper. Res. 35(1):58–69
Carey M. (2001). Dynamic traffic assignment with more flexible modelling within links. Netw. Spatial Econ. 1:349–375
Carey M. (2004). Link travel times I: desirable properties. Netw. Spatial Econ. 4:257–268
Carey M. (2004). Efficient discretisation for link travel time models. Netw. Spatial Econ. 4:269–290
Carey M., McCartney M. (2002). Behaviour of a whole-link travel time model used in dynamic traffic assignment. Transport. Res. B 36:83–95
Carey M., Ge Y., McCartney M. (2003). A whole-link travel-time model with desirable properties. Transport. Sci. 37(1):83–96
Carey M., Ge Y. (2005). Convergence of a discretised travel-time model. Transport. Sci. 39(1):25–38
Carey M., Srinivasan A. (1994). Solving a class of network models for dynamic flow control. Eur. J. Oper. Res. 75:151–170
Carey M., Subrahmanian E. (2000). An approach to modelling time-varing flows on congested networks. Transport. Res. B 34:157–183
Chen H., Hsueh C. (1998). A model and an algorithm for the dynamic user-optimal route choice Transport. Res. B 32(3):219–234
CONOPT Solver: ARKI Consulting and Development A/S, Bagsvaerdvej 246 A, DK-2880 , Denmark, Phone +45 44 49 03 23, Fax +45 44 49 03 33, E-mail info@arki.dk.
Daganzo C. (1995). Properties of link travel time function under dynamic loading. Transport. Res. B 29:95–98
Drissi-Kaitouni O., Hameda-Benchekroun A. (1992). A dynamic traffic assignment model and a algorithm. Transport. Sci. 26(2):119–128
Friesz T., Bernstein D., Mehta N., Tobin R., Ganjalizadeh S. (1989). Dynamic network assignment considered as a continuous time optimal control problem. Oper. Res. 37(6):893–901
Friesz T., Bernstein D., Smith T., Tobin R., Wie B. (1993). A variational inequality formulation of the dynamic network user equilibrium problem. Oper. Res. 41(1):178–191
GAMS Development Corporation, 1217 Potomac Street, NW, Washington, DC 20007, USA, Phone: (202) 342–0180, Fax: (202) 342–0181.
Garcia A., Reaume D., Smith R.l. (2000). Fictitious play for finding system optimal routing in dynamic traffic networks. Transport. Res. B 34:147–156
Han S., Heydecker B. (2006). Consistent objective and solution of dynamic user equilibrium models. Transport. Res. B 40:16–34
Ho J. (1980). A successive linear optimization approach to the dynamic traffic assignment problem. Transport. Sci. 14:295–305
Janson B.N. (1991). Dynamic traffic assignment for urban road network. Transport. Res. B 25:143–161
Kaufman D.E., Nonis J., Smith R.L. (1998). A mixed integer linear programming model for dynamic route guidance. Transport. Res. B 32:431–440
Lieberman, E.B.: An advance approach to meeting saturated flow requirements. In: Proceeding of the 72nd Annual Transportation Research Board Meeting, Washington, DC (1993)
Li W., Waller S.T., Ziliaskopoulos A.K. (2003). A decomposition scheme for system optimal dynamic traffic assignment models. Netw. Spatial Econ. 3:441–455
Lighthill M., Whitham G. (1955). On kinematic waves I: flow movement in long rivers and on kinematic waves II: a theory of traffic flow on long crowded roads. Proc. R. Soc. A 229:281–345
Lin W., Lo H. (2000). Are the objective and solutions of dynamic user-equilibrium models always consistent?. Transport. Res. A 34:137–144
Merchant D.K., Nemhauser G.L. (1978). A model and an algorithm for the dynamic traffic assignment problems. Transport. Sci. 12(3):183–199
Merchant D.K., Nemhauser G.L. (1978). Optimality conditions for dynamic traffic assigment problem. Transport. Sci. 12(3):200–207
NEOS Server of Optimization, Technical Report 97/04, Optimization Technology Center, National Laboratory, 9700 S. Cass Avenue, Argonne, IL 60439, 1997.
Peeta S., Ziliaskopoulos A. (2001). Foundations of dynamic traffic assignment: the past, the present and the future. Netw. Spec. Econ. 1:233–265
Perakis G., Roels G. (2004). An analytical model for traffic delays and the dynamic user equilibrium models. Techical Report, OR-368-04, Operations Research Center, Massachusetts Institute of Technology, Cambridge, MA
Ran B., Boyce D., LeBlanc L. (1993). A new class of instantaneous dynamic user-optimal traffic models. Oper. Res. 41(1):192–202
Ran B., Boyce D. (1996). Modeling Dynamic Transportation Networks. Springer, Berlin
Ran B., Boyce D. (1996). A link-based variational inequality formulation for ideal dynamic user-optimal route choice problem. Transport. Res. C 4(1):1–12
Ran B., Hall R., Boyce D. (1996). A link-based variational inequality model for dynamic departure time/route choice. Transport. Res. B 30(1):31–46
Richards P. (1956). Shock waves on the highway. Oper. Res. 4:42–51
SBB Solver, ARKI Consulting and Development A/S, Bagsvaerdvej 246 A, DK-2880 Bagsvaerd, Denmark, Phone +45 44 49 03 23, Fax +45 44 49 03 33, E-mail info@arki.dk.
Smith M. (1993). A new dynamic traffic model and the existence and calculation of dynamic user on congested capacity-constrained road network. Transport. Res. B 27(1):49–63
Wie B., Tobin R., Friesz T., Bernstein D. (1995). A discrete time, nested cost operator approach to the dynamic network user equilibrium problem. Transport. Sci. 29(1):79–92
Wie B., Tobin R., Carey M. (2002). The existence, uniqueness and computation of an arc based dynamic network user equilibrium formulation. Transport. Res. B 36:897–928
Wu J., Chen Y., Florian M. (1997). The continuous dynamic network loading problem: a mathematical fromulation and solutions methods. Transport. Res. B 32(3):173–187
XPress Solver, Dash Optimization Inc, 560 Sylvan Avenue, Englewood Cliffs, NJ 07632, USA, Phone 201 567 9445, Fax 201 567 9443, E-mail info@dashoptimization.com.
Zhu D., Marcotte P. (2000). On the existence of solutions to the dynamic user equilibrium problem. Transport. Sci. 34(4):402–414
Ziliaskopoulos A. (2000). A linear programming model for a single destination system optimum dynamic traffic assignment problem. Transport. Sci. 34(1):37–49
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Nahapetyan, A., Lawphongpanich, S. Discrete-time dynamic traffic assignment models with periodic planning horizon: system optimum. J Glob Optim 38, 41–60 (2007). https://doi.org/10.1007/s10898-006-9082-4
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DOI: https://doi.org/10.1007/s10898-006-9082-4