TY - JOUR
T1 - Dynamic user equilibrium with side constraints for a traffic network
T2 - Theoretical development and numerical solution algorithm
AU - Zhong, R. X.
AU - Sumalee, A.
AU - Friesz, T. L.
AU - Lam, William H.K.
N1 - Funding Information:
The work described in this paper was jointly supported by two research grants from the Research Grant Council of the Hong Kong Special Administration Region to the Hong Kong Polytechnic University (Project Numbers: PolyU 5261/07E and 5195/07E) and an internal research grant J-BB7Q from the Research Committee of the Hong Kong Polytechnic University. The first author would like to thank the Hong Kong Polytechnic University for providing his Ph.D studentship. The authors want to thank the referees for the careful review as well as the very interesting and constructive comments, which provided insights that allowed a substantial improvement of this paper.
PY - 2011/8
Y1 - 2011/8
N2 - This paper investigates a traffic volume control scheme for a dynamic traffic network model which aims to ensure that traffic volumes on specified links do not exceed preferred levels. The problem is formulated as a dynamic user equilibrium problem with side constraints (DUE-SC) in which the side constraints represent the restrictions on the traffic volumes. Travelers choose their departure times and routes to minimize their generalized travel costs, which include early/late arrival penalties. An infinite-dimensional variational inequality (VI) is formulated to model the DUE-SC. Based on this VI formulation, we establish an existence result for the DUE-SC by showing that the VI admits at least one solution. To analyze the necessary condition for the DUE-SC, we restate the VI as an equivalent optimal control problem. The Lagrange multipliers associated with the side constraints as derived from the optimality condition of the DUE-SC provide the traffic volume control scheme. The control scheme can be interpreted as additional travel delays (either tolls or access delays) imposed upon drivers for using the controlled links. This additional delay term derived from the Lagrange multiplier is compared with its counterpart in a static user equilibrium assignment model. If the side constraint is chosen as the storage capacity of a link, the additional delay can be viewed as the effort needed to prevent the link from spillback. Under this circumstance, it is found that the flow is incompressible when the link traffic volume is equal to its storage capacity. An algorithm based on Euler's discretization scheme and nonlinear programming is proposed to solve the DUE-SC. Numerical examples are presented to illustrate the mechanism of the proposed traffic volume control scheme.
AB - This paper investigates a traffic volume control scheme for a dynamic traffic network model which aims to ensure that traffic volumes on specified links do not exceed preferred levels. The problem is formulated as a dynamic user equilibrium problem with side constraints (DUE-SC) in which the side constraints represent the restrictions on the traffic volumes. Travelers choose their departure times and routes to minimize their generalized travel costs, which include early/late arrival penalties. An infinite-dimensional variational inequality (VI) is formulated to model the DUE-SC. Based on this VI formulation, we establish an existence result for the DUE-SC by showing that the VI admits at least one solution. To analyze the necessary condition for the DUE-SC, we restate the VI as an equivalent optimal control problem. The Lagrange multipliers associated with the side constraints as derived from the optimality condition of the DUE-SC provide the traffic volume control scheme. The control scheme can be interpreted as additional travel delays (either tolls or access delays) imposed upon drivers for using the controlled links. This additional delay term derived from the Lagrange multiplier is compared with its counterpart in a static user equilibrium assignment model. If the side constraint is chosen as the storage capacity of a link, the additional delay can be viewed as the effort needed to prevent the link from spillback. Under this circumstance, it is found that the flow is incompressible when the link traffic volume is equal to its storage capacity. An algorithm based on Euler's discretization scheme and nonlinear programming is proposed to solve the DUE-SC. Numerical examples are presented to illustrate the mechanism of the proposed traffic volume control scheme.
UR - https://www.scopus.com/pages/publications/79959793569
UR - https://www.scopus.com/pages/publications/79959793569#tab=citedBy
U2 - 10.1016/j.trb.2011.05.004
DO - 10.1016/j.trb.2011.05.004
M3 - Article
AN - SCOPUS:79959793569
SN - 0191-2615
VL - 45
SP - 1035
EP - 1061
JO - Transportation Research Part B: Methodological
JF - Transportation Research Part B: Methodological
IS - 7
ER -