In the present study, we focus on the computational analysis of partia
l differential equations with emphasis on the stability of the equilib
rium states and on their bifurcations. In practical applications, it i
s not sufficient to obtain an equilibrium solution at a point in the p
arameter space. The equilibrium solution branches, their stability cha
racteristics, and particularly the critical points of transition from
one slate to another (e.g., bifurcation points), are required for unde
rstanding the physics of the problem. In principle, the linear stabili
ty of an equilibrium state can be investigated by solving an eigenvalu
e problem, and consequently, the points of bifurcations can be detecte
d. We review alternative techniques for detecting bifurcation points w
hich are direct and numerically efficient and, therefore, more practic
al. Starting with a large dimension dynamical system, which represents
a projection of a set of coupled partial differential equations onto
a basis function, we discuss the relative effectiveness of the time ev
olution approach, the test function approach, and the direct method. W
e will then extend the direct method for a more practical and efficien
t implementation. With this technique, we compute the sequence of tran
sitions from steady state to chaotic flow in a two-dimensional lid-dri
ven cavity of aspect ratio 0.8, 1.0, and 1.5. We demonstrate the effec
tiveness of this technique by computing interesting new dynamics in th
is relatively simple hydrodynamic system. In particular, we show that
depending on the aspect ratio, the first transition from steady state
could be through a supercritical or a subcritical Hopf bifurcation lea
ding the system to a time periodic state. We construct the destabilizi
ng disturbance structure and conclude that the first bifurcation of th
e primary steady state is due to the centrifugal instability of the pr
imary eddy. The mechanism of transition to chaos is low-dimensional. T
he transition to chaos occurs after a secondary Hopf bifurcation. (C)
1995 Academic Press, Inc.