Abstract
Starting from the classical fluidodynamic models for traffic flow, we extend the theory to general networks. The problem at junction is underdetermined and is solved by two rules:
(A) Incoming traffic distributes to outgoing roads according to fixed coefficients;
(B) Drivers optimize the trough flow.
Existence of solutions is provided by a wave front tracking algorithm.
Anno
2005
Tipo pubblicazione
Altri Autori
Coclite G., Garavello M., Piccoli B.
Editore
Society for Industrial and Applied Mathematics.
Rivista
SIAM journal on mathematical analysis (Print)