The force on a bubble, drop, or particle in arbitrary time-dependent ...
The force on a bubble, drop, or particle in arbitrary time-dependent ...
The force on a bubble, drop, or particle in arbitrary time-dependent ...
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ti<strong>on</strong> of the positi<strong>on</strong> <strong>on</strong> the surface, x5. <str<strong>on</strong>g>The</str<strong>on</strong>g> c<strong>on</strong>diti<strong>on</strong>s to be<br />
satisfied far from the <strong>drop</strong> are<br />
u-*u', p-*p' as r- oo, (6)<br />
where r= I xJ, and the imposed flow (u', p') satisfies the<br />
Navier-Stokes equati<strong>on</strong>s. Additi<strong>on</strong>ally, the velocity and<br />
pressure <strong>in</strong>side the <strong>drop</strong> are required to rema<strong>in</strong> bounded.<br />
To determ<strong>in</strong>e the <strong>drop</strong> shape the n<strong>or</strong>mal stress balance<br />
is also required:<br />
[n-(o-0*)] n=y(V n)+(fb-f*) .x<br />
<strong>on</strong> Sd,<br />
where fb and fb* are the unif<strong>or</strong>m body <str<strong>on</strong>g>f<strong>or</strong>ce</str<strong>on</strong>g>s act<strong>in</strong>g <strong>on</strong> the<br />
fluid exteri<strong>or</strong> to and <strong>in</strong>side the <strong>drop</strong>, respectively, which<br />
are necessary here because they have been <strong>in</strong>c<strong>or</strong>p<strong>or</strong>ated <strong>in</strong><br />
the pressure term of the stress tens<strong>or</strong>s. Although it does<br />
not directly <strong>in</strong>fluence the derivati<strong>on</strong> that follows, the n<strong>or</strong>mal<br />
stress balance is <strong>in</strong>cluded f<strong>or</strong> completeness. F<strong>or</strong> the<br />
low-Reynolds-number flows c<strong>on</strong>sidered here, viscous<br />
<str<strong>on</strong>g>f<strong>or</strong>ce</str<strong>on</strong>g>s dom<strong>in</strong>ate and the critical parameter determ<strong>in</strong><strong>in</strong>g the<br />
<strong>drop</strong> shape is the capillary number, Ca=[tUry, where U,<br />
is the characteristic velocity of the <strong>drop</strong> relative to the<br />
imposed flow. F<strong>or</strong> unsteady Stokes flow c<strong>on</strong>diti<strong>on</strong>s (<strong>in</strong> unsteady<br />
Stokes flow the c<strong>on</strong>vective terms of the Navier-<br />
Stokes equati<strong>on</strong>s [the last two terms of (3)] are neglected<br />
ow<strong>in</strong>g to the smallness of the Reynolds number while the<br />
<strong>time</strong> derivative <strong>in</strong> (3) is reta<strong>in</strong>ed due to the unstead<strong>in</strong>ess of<br />
the flow), the spherical <strong>drop</strong> <strong>in</strong> a <strong>time</strong>-<strong>dependent</strong> unif<strong>or</strong>m<br />
flow can be shown to be a shape which satisfies the govern<strong>in</strong>g<br />
equati<strong>on</strong>s and boundary c<strong>on</strong>diti<strong>on</strong>s <strong>in</strong><strong>dependent</strong> of<br />
Ca. 2 F<strong>or</strong> small Ca, the <strong>drop</strong> tends to rema<strong>in</strong> spherical <strong>in</strong><br />
the presence of a n<strong>on</strong>unif<strong>or</strong>m flow <strong>or</strong> f<strong>or</strong> f<strong>in</strong>ite Re c<strong>on</strong>diti<strong>on</strong>s.<br />
<str<strong>on</strong>g>The</str<strong>on</strong>g> effect of a small but f<strong>in</strong>ite Reynolds number<br />
(i.e., the effect of the c<strong>on</strong>vective terms of the Navier-<br />
Stokes equati<strong>on</strong>s) <strong>on</strong> the def<strong>or</strong>mati<strong>on</strong> and drag of a translat<strong>in</strong>g<br />
<strong>drop</strong> has been studied by Tayl<strong>or</strong> and Acrivos, 3 although<br />
they identified the Weber number as the critical<br />
parameter that must be small to ma<strong>in</strong>ta<strong>in</strong> a near spherical<br />
<strong>drop</strong> shape. <str<strong>on</strong>g>The</str<strong>on</strong>g> Weber number is equal to the product of<br />
Ca and Re. <str<strong>on</strong>g>The</str<strong>on</strong>g> effect of a l<strong>in</strong>ear flow <strong>on</strong> the def<strong>or</strong>mati<strong>on</strong><br />
of a <strong>drop</strong> f<strong>or</strong> small Ca has been treated by Leal, 4 which also<br />
has references to earlier w<strong>or</strong>ks <strong>on</strong> <strong>drop</strong> def<strong>or</strong>mati<strong>on</strong> and<br />
breakup.<br />
In <strong>or</strong>der to make use of the reciprocal the<strong>or</strong>em f<strong>or</strong> an<br />
unbounded doma<strong>in</strong>, we require the disturbance quantities<br />
which decay at <strong>in</strong>f<strong>in</strong>ity. Thus, we def<strong>in</strong>e the follow<strong>in</strong>g:<br />
(7)<br />
u'-.0, p'-*0 as r o (11)<br />
We shall also require the disturbance flow Stokes fields<br />
f<strong>or</strong> the translat<strong>in</strong>g <strong>drop</strong> f<strong>or</strong> use <strong>in</strong> the reciprocal the<strong>or</strong>em<br />
below. Denot<strong>in</strong>g these fields with a caret (' ), the govern<strong>in</strong>g<br />
equati<strong>on</strong>s and boundary c<strong>on</strong>diti<strong>on</strong>s are<br />
V *=O, V -u*=0 <strong>in</strong>side the <strong>drop</strong>,<br />
V.&=O, Vufi=O outside the <strong>drop</strong>,<br />
u=uf*,<br />
(12)<br />
(13)<br />
n-(r-a*)-(I-nn)=O, nfu*=n-U <strong>on</strong> Sd,<br />
(14)<br />
where U is a c<strong>on</strong>stant, and<br />
fi-0O; P~ as r-* oo. (15)<br />
Us<strong>in</strong>g the velocity and stress fields def<strong>in</strong>ed above, the<br />
reciprocal the<strong>or</strong>ems <strong>in</strong>side and outside the <strong>drop</strong> take the<br />
follow<strong>in</strong>g f<strong>or</strong>m:<br />
rd (n-oe*) f* dS- f(V.-*) *f* dV<br />
and<br />
=f (nf *-udS<br />
.fSd (n.o' id+fVf (V *o,)-fidV<br />
= fSd (n - &) -u' dS,<br />
(16)<br />
(17)<br />
where we have assumed that by us<strong>in</strong>g disturbance quantities<br />
there is no c<strong>on</strong>tributi<strong>on</strong> from the surface at <strong>in</strong>f<strong>in</strong>ity.<br />
(As discussed <strong>in</strong> LB, the requirement is that the disturbance<br />
pressure p' decays faster than r 1, which is justified<br />
f<strong>or</strong> the low-Reynolds-number flows to be c<strong>on</strong>sidered here.)<br />
Here, Vd and Vf denote the volume of the <strong>drop</strong> and exteri<strong>or</strong><br />
fluid, respectively. Follow<strong>in</strong>g a procedure similar to<br />
that used by Leal5 f<strong>or</strong> bounded doma<strong>in</strong>s, we subtract (16)<br />
from (17), and, apply<strong>in</strong>g the boundary c<strong>on</strong>diti<strong>on</strong>s (10)<br />
and (14) <strong>on</strong> the surface of the <strong>drop</strong>, obta<strong>in</strong><br />
u'=u-u', p'=p-pO, -'=O'f-o=. (8) - Sd no-d" .f* dS+ f (V-o) -fidV<br />
<str<strong>on</strong>g>The</str<strong>on</strong>g> govern<strong>in</strong>g equati<strong>on</strong>s f<strong>or</strong> the disturbance fields are<br />
V-dr'=P D +PV- (u'uY+uOu'), V u'=O; (9) + (V-0, *U$ dV<br />
and the boundary c<strong>on</strong>diti<strong>on</strong>s become<br />
=F n-(fr~ t3)u*dS- f (n.o)-u~dS. (18)<br />
u' =u*-u-, n- (o'+u -o*) -(I-nn)=O <strong>on</strong> Sd = sd J Sd<br />
and<br />
(10) <str<strong>on</strong>g>The</str<strong>on</strong>g> first <strong>in</strong>tegral <strong>on</strong> the left-hand side (lhs) of (18) may be<br />
simplified by not<strong>in</strong>g that<br />
2105 Phys. Fluids A, Vol. 5, No. 9, September 1993 P. M. Lovalenti and J. F. Brady 2105<br />
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