Uma aplicação das equações diferenciais parciais no fluxo de tráfego ao longo de uma rodovia .

Abstract

In this paper we present an application of the partial differential equations in the traffic flow model along a highway modeled by the first order quasi-linear differential equation. ∂u ∂u +t + c (1 - 2u) ∂x = 0, where u is the density of cars per unit length. The technique used to obtain solution was the characteristics method.