Abstract
We present a continuous-time link-based kinematic wave model (LKWM) for dynamic traffic networks based on the scalar conservation law model. Derivation of the LKWM involves the variational principle for the Hamilton–Jacobi equation and junction models defined via the notions of demand and supply. We show that the proposed LKWM can be formulated as a system of differential algebraic equations (DAEs), which captures shock formation and propagation, as well as queue spillback. The DAE system, as we show in this paper, is the continuous-time counterpart of the link transmission model. In addition, we present a solution existence theory for the continuous-time network model and investigate continuous dependence of the solution on the initial data, a property known as well-posedness. We test the DAE system extensively on several small and large networks and demonstrate its numerical efficiency.
Acknowledgments
The authors are grateful to the three reviewers for their constructive comments.
Disclosure statement
No potential conflict of interest was reported by the authors.
Notes
1. In the mathematical modelling of a physical system, the term well-posedness refers to the property of having a unique solution, and the behaviour of that solution hardly changes when there is a slight change in the initial/boundary conditions.
2. In the case of a single conservation law (Equation1(1) ), a solution cannot be defined in the classical sense because
may be discontinuous due to the presence of shock waves. Instead, an alternative solution, called the weak solution, is defined through integrals. See Bressan (Citation2000) and Evans (Citation2010) for more details
3. Flow is the rate of change of volume. Their units are respectively vehicle per unit time, and vehicle.
4. We use the notation to represent a wave with state
behind the wave and state
in front of the wave.