Basic Concepts of Traffic Flow and Kinetic Theory next up previous
Next: Fluid Dynamics Up: No Title Previous: Introduction

Basic Concepts of Traffic Flow and Kinetic Theory

An overview of the field is given in the work by Prigogine el al. [1] on kinetic theory of vehicular traffic. The traffic flow can be understood by studying the distribution function f(x,v,t), which describes the number of cars in the road interval (x,x+dx) with a velocity in (v,v+dv) at a given time t. A few measurements have been made to determine this function (see Fig. 1).

 figure19
Figure 1: Measured velocity distribution function f(v) versus velocity v. (taken from [1]).  

This function can also be expressed in terms of the two fundamental variables, concentration and flow (or current). An understanding of the relation of concentration and flow is the basis for describing the traffic. The flow-concentration curve is called the fundamental diagram of road traffic or the equation of state of traffic theory. Two measurements of this function are shown in Fig. 2.

 figure30
Figure 2: Fundamental diagram: Flow versus vehicle concentration is shown in this fundamental diagram for two different tunnels. (taken from [1]).  

At low densities, the flow increases linearly with concentration. Cars move independently in the dilute traffic with small fluctuations about a mean velocity. With increasing concentration, cars hinder each other more and more, which leads to a reduction of the average velocity and a decreasing slope in the fundamental diagram. These hindering effects become dominant at high concentrations. At a critical density, the flow exhibits a maximum. Then, an increase in density results into an actual decrease of the total throughput, and finally in a completely congested phase where no car can move and the flow is zero.

The flow near the critical concentration is unstable. Small perturbations that increase the density locally lead to a decrease in the flow, which then amplifies the initial perturbation. The variance in car velocities is what triggers this process [6], which leads to the formation of traffic jams. Traffic jams are locally congested phases, in which cars travel at slow or zero velocity. Between jams, one finds cars at low concentrations traveling with high velocities. These congested phases are rather stable configurations with their own dynamics. Cars driving into the jams stabilize and cars leaving from the front can reduce the length. From this picture, it follows that jams move slowly in the opposite direction of the cars. Their velocity can be estimated in a very simple model where one assumes a small constant velocity tex2html_wrap_inline528 and a density tex2html_wrap_inline530 in the jam and a higher velocity tex2html_wrap_inline532 and low density tex2html_wrap_inline534 outside. If cars accelerate and decelerate instantly, the jam moves with a velocity,
equation39
Since the density ratio is small, jams move slowly. A much more sophisticated picture of jams is given by the theory of fluid dynamics, in which jams are modeled in terms of density waves.


next up previous
Next: Fluid Dynamics Up: No Title Previous: Introduction

Burkhard Militzer
Sat May 9 11:34:31 CDT 1998