This paper studies the effects of user mobility and handoff path rerouting
on the traffic distributions in a mobile network environment. In mobile ATM
networks, extra traffic load may be added to network links due to user mob
ility and handoff path rerouting. This requires higher network link capacit
y and possible topology reengineering in order to support the same quality
of service (QoS) for mobile services. To capture the dynamic variations in
mobile ATM networks, we propose to use a flow model. The model represents t
he mobile-generated traffic as a set of stochastic flows over a set of orig
in-destination (OD) pairs. The user mobility is defined by transfer probabi
lities of the flows and the handoff path rerouting algorithm is modeled by
a transformation between the routing functions for traffic flows. The analy
sis shows that user mobility may cause temporal variations as well as smoot
hing effects on the network traffic. Using the flow network model, typical
handoff path rerouting algorithms are evaluated through both analytical and
experimental approaches. The evaluation methodology can be used for either
redesigning the network topology for a given path rerouting algorithm or s
electing a path rerouting algorithm for a given network topology under a sp
ecific mobile service scenario.