In this paper, we introduce a deterministic fluid model and two stocha
stic traffic models for wireless networks. The setting is a highway wi
th multiple entrances and exits. Vehicles are classified as calling or
noncalling, depending upon whether or not they have calls in progress
. The main interest is in the calling vehicles, but noncalling vehicle
s are important because they can become calling vehicles if they initi
ate (place or receive) a call. The deterministic model ignores the beh
avior of individual vehicles and treats them as a continuous fluid, wh
ereas the stochastic traffic models consider the random behavior of ea
ch vehicle. However, all three models use the same two coupled partial
differential equations (PDE's) or ordinary differential equations (OD
E's) to describe the evolution of the system. The call density and cal
l handoff rate (or their expected values in the stochastic models) are
readily computable by solving these equations. Since no capacity cons
traints are imposed in the models, these computed quantities can be re
garded as offered traffic loads. The models complement each other, bec
ause the fluid model can be extended to include additional features su
ch as capacity constraints and the interdependence between velocity an
d vehicular density, while the stochastic traffic model can provide pr
obability distributions. Numerical examples are presented to illustrat
e how the models can be used to investigate various aspects of time an
d space dynamics in wireless networks. The numerical results indicate
that both the time-dependence and the mobility of vehicles can play im
portant roles in determining system performance. Even for systems in s
teady state with respect to time, the movement of vehicles and the cal
ling patterns can significantly affect the number of calls in a given
region of the system. The examples demonstrate that the proposed model
s can serve as useful tools for system engineering and planning. For i
nstance, we calculate approximate call blocking probabilities.