A generalized set of pipeline column separation equations is presented desc
ribing all conventional types of low-pressure regions. These include water
hammer zones, distributed vaporous cavitation, vapor cavities, and shocks (
that eliminate distributed vaporous cavitation zones). Numerical methods fo
r solving these equations are then considered, leading to a review of three
numerical models of column separation. These include the discrete vapor ca
vity model, the discrete gas cavity model, and the generalized interface va
porous cavitation model. The generalized interface vaporous cavitation mode
l enables direct tracking of actual column separation phenomena (e.g., disc
rete cavities, vaporous cavitation zones), and consequently, better insight
into the transient event. Numerical results from the three column separati
on models are compared with results of measurements for a number of flow re
gimes initiated by a rapid closure of a downstream valve in a sloping pipel
ine laboratory apparatus. Finally, conclusions are drawn about the accuracy
of the modeling approaches. A new classification of column separation (act
ive or passive) is proposed based on whether the maximum pressure in a pipe
line following column separation results in a short-duration pressure pulse
that exceeds the magnitude of the Joukowsky pressure rise for rapid valve
closure.