“…Macroscopic traffic flow models have gained much attention from researchers in recent years, owing in part to the success of second order models [2,3,9,12,16] which are now largely free of the un-physical features previously exhibited [18], as outlined by Daganzo [5], due to the corrections made by Aw and Rascle [3]. In contrast with first-order, one-equation macroscopic models, these contain a second equation which allow non-equilibrium traffic to be modeled.…”