Based on the assumption of a safe velocity $U_e\left(\rho \right)$ depending on the vehicle density $\rho ,$ a macroscopic model for traffic flow is presented that extends the model of the Kühne-Kerner-Konhäuser by an interaction term containing the second derivative of $U_e\left(\rho \right).\mathrm{}$ We explore two qualitatively different forms of $U_e:$ a conventional Fermi-type function and, motivated by recent experimental findings, a function that exhibits a plateau at intermediate densities, i.e., in this density regime the exact distance to the car ahead is only of minor importance. To solve the fluidlike equations a Lagrangian particle scheme is developed. The suggested model shows a much richer dynamical behavior than the usual fluidlike models. A large variety of encountered effects is known from traffic observations, many of which are usually assigned to the elusive state of “synchronized flow.” Furthermore, the model displays alternating regimes of stability and instability at intermediate densities. It can explain data scatter in the fundamental diagram and complicated jam patterns. Within this model, a consistent interpretation of the emergence of very different traffic phenomena is offered: they are determined by the velocity relaxation time, i.e., the time needed to relax towards $U_e\left(\rho \right).\mathrm{}$ This relaxation time is a measure of the average acceleration capability and can be attributed to the composition (e.g., the percentage of trucks) of the traffic flow.

• Received 16 May 2001

DOI:https://doi.org/10.1103/PhysRevE.65.036106