In Fig. 11 we illustrate the case of a critical
composition (
A = ½ mA = mB).
The value of the "quench depth" equals
G = 0.537 and the reduced
time,
= 3.6.
Periodic boundary conditions are employed in this LB calculation
to minimize wall effects.
Figure 12 shows separation after a later time,
= 17.8.
The pattern
is similar in geometric form to Fig. 11, but the
characteristic scale of the pattern is larger after longer times, geometrically illustrating the notion of
dynamic similarity
in the phase separation coarsening process. A study of the time dependence of the growth of the phase
separation shows that the pattern scale grows slowly in the early stage of
the phase separation process, as the local composition builds up to its
coexisting composition value (one of the coexisting phases,
B,
has been rendered transparent in Fig. 11). At a
later stage of phase separation, the pattern scale growth is roughly linear in
time [96,97].
Other LB studies have recently focused on modeling the kinetics of phase
separation so we do not dwell on this well known phenomena in the present
paper [11,97,98,99,100]. We next
illustrate the qualitative change in the phase separation morphology
that occurs under off-critical conditions. Fig. 13
shows the phase separation morphology for a quench depth,
G = 0.133.
The rendered composition
A is taken to
have the off-critical value,
A = 0.1.
The phase separation then
occurs through droplet formation rather then the formation of a bicontinuous
"spinodal" phase separation pattern. At a later time, we observe the
droplets to coarsen by coalescence in a normal manner
for off-critical fluids [101].
In future work we plan to explore the conditions (e.g. quench depth,
viscosity mismatch, etc.) that determine the crossover between
the droplet and bicontinuous phase separation patterns observed in the
early stages of phase separation. Even this basic aspect of fluid phase
separation remains poorly understood so that materials scientists must rely on
engineering correlations [102].
G = 0.537 and
= 3.6.
G and
= 17.8.
G = 0.133 and
= 8.4.