A mathematical model for the assessment of the pressure head maxima that ai
r pockets within a pipeline can originate on start-up is presented. This mo
del is based on a general model addressing the filling of a pipeline with s
everal air pockets published by the authors. Here the simulation of the ope
ration of a discharge valve in order to control-the peak pressure following
the pump start-up is included. Also, in order to correctly model reverse f
low through the pump use is made of the dimensionless Suter curves. Water m
ovement is modelled through rigid column theory and air - water straight cr
oss section moving interfaces are considered. Because of the:huge pressure
values that the very rapid compression of the air can cause, and in order t
o avoid pipe breaks, practical engineers must lend great attention to this
problem.