drying granular porous media - theory and experiment
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DRYING GRANULAR POROUSMEDIA - THEORY ANDEXPERIMENTStephen Whitaker a & William T-H. Chou aa Department of Chemical EngineeringUniversity of California, Davis, California,95616, U.S.AVersion of record first published: 19 Oct 2007.
To cite this article: Stephen Whitaker & William T-H. Chou (1983): DRYINGGRANULAR POROUS MEDIA - THEORY AND EXPERIMENT, Drying Technology: AnInternational Journal, 1:1, 3-33
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DRYING TECHNOLOGY, '1(1), 3-33 (1983-84)
DRYING GRANULAR POROUS MEDIA - THEORY AND EXPERIMENT
Stephen Whitaker and William T-H. Chou Department of Chemical Engineering
Univers i ty of C a l i f o r n i a Davis , C a l i f o r n i a 95616
U.S.A.
-: mass t r a n s f e r , hea t t r a n s f e r , c a p i l l a r y
a c t i o n , evapora t ion f r o n t .
ABSTRACT
From a gene ra l theory of d ry ing g r anu l a r porous media, we have c ons t ruc t ed a s i m p l i f i e d theory t h a t c o n s i s t s of a s e t of coupled, volume-averaged t r a n s p o r t equa t ions f o r t h e temperature and t h e s a t u r a t i o n . The theory i nco rpo ra t e s t h e l i q u i d and vapor phase con- t i n u i t y equa t i ons , combines t h e l i q u i d , s o l i d and vapor phase thermal energy equa t ions i n t o a s i n g l e temperature equa t ion and makes u se of Darcy 's law f o r t h e l i q u i d phase t o account f o r moisture t r an s - p o r t owing t o c a p i l l a r y ac t i on . By pure ly q u a l i t a t i v e reasoning , one can show t h a t combined hea t and mass t r a n s f e r t h e o r i e s of d ry ing can- no t provide a complete t h e o r e t i c a l explana t ion of d ry ing phenomena and a d e t a i l e d comparison between theory and experiment suppor t s t h i s po in t of view. Specula t ion concerning t h e l o g i c a l course of subse- quent t h e o r e t i c a l s t u d i e s is provided.
INTRODUCTION
The motion of bo th l i q u i d and vapor phase moisture through a
r i g i d , i n e r t , porous s o l i d is descr ibed by t h e governing equa t ions
and boundary cond i t i ons f o r mass, momentum and energy. A d e t a i l e d
l i s t i n g of t h e s e governing equa t ions and boundary cond i t i ons is
Copyright 0 1983 by Marcel Dekker, Inc. 0737-3937/83/01010003$3.50/0
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4 WHITAKER AND CHOU
given elsewhere (Whitaker, Sec. 11, 1977), and as a point of refer-
ence we list the transport equations as
api +V.(p v ) = 0, i = 1,2 - at i-i
where i = 1 refers to water and i = 2 refers to air. The species
velocity vector is denoted by v. and the mass average velocity vector -1
by x. The fluid motion is assumed to be in the Stokes flow regime
and quasi-steady so that the Navier-Stokes equations reduce to Eq. 2,
and we have neglected viscous dissipation and compressional work so
that the thermal energy equation (Whitaker, Sec. 5.5, 1983) reduces
to Eq. 3 provided variations in the thermal conductivity can be
neglected. The drying process under investigation is illustrated in
Fig. 1 and we would like to be able to predict the saturation and
temperature profiles in such a system in the absence of adjustable
parameters. The details of this multiphase system are shown in Fig.
2 where the rigid, inert solid phase is identified as the o-phase,
the @-phase represents the liquid which may be continuous or discon-
tinuous, and the y-phase consists of the vapor plus air which is con-
sidered to be a single inert species.
When Eqs. 1 through 3 are volume-averaged, and the boundary
conditions at the three phase interfaces applied, the following
transport equations are obtained (Whitaker, Sec. 5, 1980) - Dry Air - . .
Wet Sand . .. , ' . . - . . . . ' . . . . . . . . . . . . .
-1.0
Figure 1. One-Dimensional Drying of Wet Sand
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DRYING GRANULAR POROUS MEDIA
T o t a l Thermal Energy Equat ion
Liqu id Phase Equat ion of Motion
Liquid Phase C o n t i n u i t y Equat ion
Gas Phase Equat ion of Motion
-Y
Gas Phase C o n t i n u i t y Equation
Gas Phase D i f f u s i o n Equat ion
I n d e r i v i n g Eq. 4 , t h e p r i n c i p l e of l o c a l thermal e q u i l i b r i u m
(Whitaker, Sec. 3 . 3 , 1980) h a s been invoked s o t h a t <T> and <p>
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WHITAKER AND CHOU
F igure 2 . Wet Granular Porous Medium
r e p re sen t s p a t i a l average q u a n t i t i e s whi le C r e p r e s e n t s a mass P
f r a c t i o n weighted cons t an t p r e s s u r e hea t c apac i t y . Equations 5 and
7 a r e no th ing more than Darcy ' s law f o r t h e l i q u i d and gas phases
r e s p e c t i v e l y . The l i q u i d phase c o n t i n u i t y equa t ion con t a in s a l o c a l
time r a t e of change of mass owing t o t h e v a r i a t i o n of t h e l i q u i d
phase volume f r a c t i o n wi th t ime, a convect ive t r a n s p o r t term which
r e s u l t s from c a p i l l a r y a c t i o n , and a source term <m> which accounts
f o r t he evapora t ion o r condensat ion of t he l i q u i d . The gas phase
c o n t i n u i t y equa t ion i s of a s i m i l a r form, bu t s i n c e t h e gas phase
d e n s i t y p i s not cons t an t t h e i n t r i n s i c phase average dens i t y <p >Y Y Y
appears i n t h i s volwne-averaged c o n t i n u i t y equa t ion . I n w r i t i n g
Eq. 8 we have neglec ted t he d i s p e r s i v e term (Whitaker, Sec. 5, 1980)
Y s i n c e i t w i l l be smal l compared t o t h e convec t ive t r a n s p o r t , <p > <v >. Y "Y
The gas phase d i f f u s i o n equa t ion given by Eq. 9 ha s been w r i t t e n f o r
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DRYING GRANULAR POROUS MEDIA 7
t h e evapora t ing s p e c i e s and i t has t h e same form a s Eq. 8 wi th t h e
exception of t h e d i f f u s i v e term on t h e r i g h t hand s i d e .
I n a d d i t i o n t o t h e t r an spo r t equa t ions given by Eqs. 4 and 9 ,
t h e r e is a volume f r a c t i o n c o n s t r a i n t given by
and s e v e r a l thermodynamic r e l a t i o n s t h a t can be expressed a s
Th i s £ o m of t h e Clausius-Clapeyron equa t ion con t a in s t he Kelvin
e f f e c t c o r r e c t i o n ; however, su r f ace t en s ion h a s a n e g l i g i b l e e f f e c t
on vapor p r e s su re f o r t h e system we wish t o s tudy and t h e unknown
l e ng th parameter r does not p r e sen t a problem.
The c r u c i a l assumption t h a t is made i n o rde r t o s impl i fy t h i s
s e t of equa t ions is l a r g e l y based on t h e t r a d i t i o n a l a n a l y s i s of t h e
S t e f a n d i f f u s i o n tube experiment (Lee and Wilke, 1954). Th i s evapora-
t i o n process is i l l u s t r a t e d i n Fig. 3 and i n t he a n a l y s i s of t h e f l u x
of t h e evapora t ing spec i e s , it i s t r a d i t i o n a l t o assume t h a t t he gas
phase p r e s su re i s cons t an t and ignore t h e gas phase momentum euqat ion .
Th i s would appear t o c r e a t e a problem wi th t h e de te rmina t ion of <v >; "Y
however, i t is easy t o show t h a t t h e mass average v e l o c i t y can be
represen ted i n terms of t h e d i f f u s i o n v e l o c i t y of t h e evaporat ing
s p e c i e s , and t h i s a l lows t h e momentum equat ion t o be neglec ted . To
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8 WHITAKER AND CHOU
show this we make use of the jump condition (Slattery, 1981) at the
6-y interface illustrated in Fig. 3.
Herey is the velocity of the interface, 2 is a unit normal vector, and the form of Eq. 16 assumes that there is no accumulation or con-
sumption of ith species in the interfacial region. When species 2 is
insoluble in the liquid Eq. 16 can be used to obtain
where p v and p v represent mass fluxes in the gas phase. Equations 1-1 2-2
17 can be used to express the velocity of the inert as
Since the mass average velocity is defined by
v = WIXl + W2X2 *
we can use Eq. 18 to estimate !:as*
If conditions are such that
P2 << P6. P1 << P6
*The symbol: indicates an order of magnitude.
one can see that Eq. 20 simplifies to
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DRYING GRANULAR POROUS MEDIA
dry a i r *
Y - phase
Figure 3. Evaporat ion from a S t e f a n D i f f u s i o n Tube
Under t h e s e c i rcumstances i t i s easy t o show (Bi rd , S tewar t and Ligh t -
f o o t , Sec. 16 .1 , 1960) t h a t t h e mass average v e l o c i t y can be expressed
i n terms of t h e mass d i f f u s i o n v e l o c i t y accord ing t o
and t h e gas-phase momentum e q u a t i o n has been bypassed.
The t r a d i t i o n of ignor ing t h e gas-phase momentum equa t ion i s w e l l
e s t a b l i s h e d i n t h e s t u d y of what a r e commonly r e f e r r e d t o a s " d i f f u s i o n
problems", and t h e a n a l y s i s l e a d i n g t o Eq. 23 , a long w i t h t h e exper i -
menta l r e s u l t s ob ta ined wi th t h e S t e f a n d i f f u s i o n tube (Lee and Wilke,
1954) , c e r t a i n l y f o r t i f i e s t h i s t r a d i t i o n . However, one can f i n d a
f l aw i n t h i s p o i n t of view by a l lowing t h e i n e q u a l i t y p << pB t o be
s a t i s f i e d by t h e s p e c i a l c o n d i t i o n p2 = 0 . Under t h e s e c i rcumstances
we would have a s i n g l e component evapora t ion process i n t h e S t e f a n d i f -
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WHITAKER AND CHOU I f u s ion tube shown i n F ig . 3 and t h e p r e s su re drop-flow r a t e r e l a t i o n i n
t h e y-phase would be governed by t h e Hagen-Poiseui l le law. Under t he se I
circumstances, i t would obviously be unacceptable t o i gno re t h e gas-phase
momentum equat ion . It seems t h a t neg l ec t i ng momentum cons ide r a t i ons i s a
process t h a t is not completely understood, and an i n t e r e s t i n g example of
t h i s is t h e Graham r e l a t i o n (Jackson, 1977) t h a t de sc r i be s t h e r e l a t i v e ' f l u x e s of two s p e c i e s i n a porous medium under i s o b a r i c cond i t i ons . Given1
a c ons t an t p r e s su re system, t h e r a t i o of f l u x e s i s e n t i r e l y governed by
t h e momentum exchange process between t h e d i f f u s i n g s p e c i e s and t h e r i g i d
porous medium.
While unanswered ques t i ons remain concerning t h e S t e f an d i f f u s i o n
tube , we r e l y on t h e a n a l y s i s l e ad ing t o Eq. 23 and t h e good agreement
between theory and experiment and proceed a long t h e same l i n e s i n our
a n a l y s i s of t h e dry ing process i l l u s t r a t e d i n Fig. 1. Under t he se
circumstances t h e d i f f u s i o n equa t ion given by Eq. 9 is reduced t o
(Whitaker, Sec. 5, 1980)
Here we a r e forced t o d i s c a r d Eq. 7 from our l is t of governing equa-
t i o n s wi th t h e thought t h a t any computed gas-phase p r e s s u r e g r ad i en t
i s l i k e l y t o be e r roneous .
From Eq. 22 we know t h a t t h e gas-phase mass f l u x i s j u s t equa l
t o t h e mass f l u x of t he evapora t ing s p e c i e s
pv_ = P1xl, i n t h e y-phase (25)
and from Eq. 24 we s e e t h a t t h i s f l u x i s represen ted a s
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DRYING GRANULAR POROUS MEDIA 11
I n our a n a l y s i s of bo th t h e gas phase and l i q u i d phase mois ture t r an s -
p o r t , i t i s convenient t o work i n terms of a s a t u r a t i o n def ined a s
When even a smal l amount of l i q u i d is p r e sen t t h e s a t u r a t i o n is re-
l a t e d t o t h e 0-phase volume f r a c t i o n
S = E / ( l - E ) , when E >> C P ~ > ~ / P ~ e o B (28)
t hus , any func t i ona l dependence on E can be represen ted by a func- 0 t i o n a l dependence on S provided t h e i n e q u a l i t y i n Eq. 28 i s s a t i s f i e d .
This means t h a t Eq. 1 5 a l lows u s t o express <p >Y a s a f unc t i on of S 1
and <T> when E~ is non-zero and t h e mass f r a c t i o n appear ing i n Eq. 26
can be represen ted a s
Here we have used nomenclature given elsewhere (Whitaker, Sec. 5 ,
1980) and we cont inue t h a t po l i cy t o w r i t e
This a l lows us t o exp re s s t he gas-phase mois ture f l u x a s
This express ion i s of t he same form a s t h a t given by Luikov (Eq.
6.33, 1966); however, Luikov's r ep r e sen t a t i on i nc ludes on ly a
d i f f u s i v e f l u x s i n c e t h e r e l a t i o n given by Eq. 23 ha s no t been used
and Darcy 's law f o r t h e gas phase i s r e t a i n e d . Use of Eqs. 26 and
31 i n Eq. 24 l e a d s t o
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12 WHITAKER AND CHOU
In our analysis of the liquid phase moisture transport, we
define the capillary pressure as
and neglect gradients in the ges phase pressure so that Eq. 5 takes
the form
The capillary pressure will depend on the surface tension, the contact
angle, the structure of the porous medium, the history of the moisture
transport process, and the volume fracticn of the liquid EB. Since
the surface tension depends on temperature, we can express the func-
tional dependence of <p > as C
<p > = F(S, <T>, other parameters) c ( 3 5 )
If one is willing to assume that the "other parameters" in Eq. 35 are
independent of the spatial coordinates, the gradient of <pc> is given
by
Use of this relation in Eq. 34 allows us t o express the liquid phase
moisture flux as
This result has some of the same characteristics as the flux relation
proposed by Luikov (Eq. 6 . 4 2 , 1 9 6 6 ) ; however, Luikov and a host of
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DRYING GRANULAR POROUS MEDIA 13
subsequent authors have ignored the effect of gravity. That gravity
is important in drying processes was made clear by the work of Ceaglske
and Hougen (1937), and in a more recent study (Chen, 1982) it has been
made clear that the gravitational effect can never be neglected when the liquid phase is continuous. If the gravitaticnal term in Eq. 37
is omitted, any comparison between theory and ~xperiment must rely on
adjustable parameters which have no fundamental physical significance.
Substitution of Eq. 37 into the liquid phase continuity equation leads
to a form analogous to Eq. 32 given by
where the transport coefficients are defined by
In terms of the nomenclature used here the liquid phase moisture flux
is given explicitly as
It is important to keep in mind that the transport coefficients
appearing in Eq. 42 can be determined independently and should not be
thought of as adjustable parameters to be determined by comparing
theory with drying experiments.
Because the saturation S is the dependent variable of choice in
an analysis of this type, it is convenient to add Eqs. 29 and 34 to
obtain a moisture transport equation of the form
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14 WHITAKER AND CHOU
- a c as = 4- $(%I) -;s + (k<T>+ g(m$ - ;g.k] at
t t t t t (43) capillary Kelvin surface Clausius- gravity action effect tension Clapeyron effect
gradient effect
Once again we note that this moisture transport equation is similar to
that given by Luikov (Eq. 6.48, 1966; Eq. 11, 1975) or more recently
by Le Pourhiet and Borier (1982); however, in those studies the gravi-
tational term was neglected.
We now turn our attention to the thermal energy equation given
by Eq. 4 and make use of Eqs. 31 and 42 to obtain
In general the convective transport of thermal energy can be neglected
(Luikov, Eq. 6.25, 1966); however, there is no difficulty in taking
this mechanism into account and we have done so in our calculations.
When the second inequality in Eq. 21 is valid, Eq. 32 is quasi-
steady and we can use that result to express the source term in
Eq. 44 as
When this result is used in Eq. 44 and the convective transport
neglected, the form is identical to that given by Luikov (Eq. 6.49,
1966). For the special case where the liquid phase moisture flux is
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DRYING GRANULAR POROUS MEDIA 15
z e r o , pB<v > = 0 , one can use Eq. 6 a long w i t h t h e approximation -B given by Eq. 28 t o e x p r e s s t h e source term a s
When t h i s r e s u l t is used i n Eq. 41 and t h e convec t ive t r a n s p o r t i s
neg lec ted one o b t a i n s a form s i m i l a r t o t h a t given e a r l i e r b y Luikov
(Eq. 6.77, 1966); however, t h e form involv ing Eq. 46 appears o f t e n
i n t h e l i t e r a t u r e (Husain et a l . , 1973; Mikhailov and S h i s h e d j i e v ,
1975; Szen tgyargyi and Molnar, 1978; Le P o u r h i e t and B o r i e s , 1982)
and i t i s not always c l e a r t h a t t h e p rocesses under i n v e s t i g a t i o n a r e
r e s t r i c t e d by p <v > = 0. For t h e p a r t i c u l a r c a s e under c o n s i d e r a t i o n B *B t h e l i q u i d phase mois ture f l u x is n o t z e r o and t h e i n e q u a l i t i e s g iven
by Eq. 21 a r e s a t i s f i e d . This encourages u s t o use Eq. 45 i n Eq. 44
and e x p r e s s t h e thermal energy equa t ion a s
Equat ions 43 and 47 apply i n r e g i o n s where t h e l i q u i d phase volume
f r a c t i o n E is no t z e r o and t h e gas phase d e n s i t y of t h e evapora t ing B
s p e c i e s is r e l a t e d t o t h e s a t u r a t i o n and tempera ture through t h e
Clausius-Clapeyron equa t ion . I n a "dry" reg ion where E = 0 t h e B s a t u r a t i o n t r a n s p o r t equa t ion reduces t o
where aG/as i s given by
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16 WHITAKER AND CHOW
I n t h e dry r e g i o n t h e thermal energy is g r e a t l y s i m p l i f i e d and t a k e s
t h e form
= 1. s t f f - i < ~ > ) , d r y r e g i o n
While t h e a n a l y s i s l e a d i n g t o Eqs. 4 through 9 is f a i r l y r i g o r o u s and
t h e approximations used i n t h e development of Eqs. 43, 4 7 , 48, and 50
a r e reasonable , t h e c u r r e n t form of t h e theory cannot p rov ide an
a c c u r a t e d e s c r i p t i o n of t h e d r y i n g process excep t under c e r t a i n c i r -
cumstances.
THE PHYSICS OF DRYING
I n t h e process d e p i c t e d i n F ig . 1, wet sand is d r i e d b y - p a s s i n g
warm, d ry a i r over t h e top s u r f a c e . The bottom s u r f a c e is impermeable.
This is t h e type of system s t u d i e d by Ceaglske and Hougen (1937) and
more r e c e n t l y by Cunningham and Kel ley (1980), and i n F ig . 4 we have
shown s a t u r a t i o n and tempera ture p r o f i l e s measured by Ceaglske and
Hougen. On t h e b a s i s of t h e s a t u r a t i o n p r o f i l e t h e porous medium has
been s e p a r a t e d i n t o t h r e e r e g i o n s which can be d e s c r i b e d a s f o l l o w s :
Region I - I n t h i s reg ion t h e s a t u r a t i o n i s g r e a t e r than t h e
i r r e d u c i b l e s a t u r a t i o n S and t h e l i q u i d phase is cont inuous.
C a p i l l a r y a c t i o n causes t h e l i q u i d t o move toward t h e d r y i n g
s u r f a c e and t h e r e l a t i v e l y high thermal c o n d u c t i v i t y a long w i t h
t h e "sink" of thermal energy i n Region I1 g i v e s r i s e t o a
n e a r l y uniform tempera ture i n Region I.
Region I1 - When t h e s a t u r a t i o n f a l l s below S t h e l i q u i d phase
becomes d i scont inuous and l i q u i d phase t r a n s p o r t becomes n e g l i -
g i b l e . The g a s phase t r a n s p o r t of mois tu re i s from t h e r e g i o n
of h igh tempera ture t o t h e r e g i o n of low tempera ture , t h u s t h e
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DRYING GRANULAR POROUS MEDIA
Figure 4. Experimental S a t u r a t i o n and Temperature P r o f i l e s f o r One-Dimensional Drying
m o i s t u r e t r a n s p o r t i n Region I1 is d i r e c t e d away from t h e dry ing
s u r f a c e .
Region I11 - I n t h i s r e g i o n t h e p a r t i a l p r e s s u r e of water vapor
is no longer t i e d t o t h e temperature by t h e Clausius-Clapeyron
equa t ion and t h e g r a d i e n t i n t h e p a r t i a l p r e s s u r e causes a gas
phase mois ture t r a n s p o r t toward t h e d r y i n g s u r f a c e .
A t t h i s p o i n t i t becomes c l e a r t h a t Eq. 43 cannot c o r r e c t l y p r e d i c t
t h e mois ture t r a n s p o r t when t h e s a t u r a t i o n i s l e s s than t h e i r r e d u c i b l e
s a t u r a t i o n and g r e a t e r than t h e s a t u r a t i o n i n t h e "dry" reg ion , i . e . ,
t h e theory f a i l s i n t h e reg ion S >Y/pB. I f one were w i l l i n g 1
t o a d j u s t t h e parameters i n Eq. 43, agreement between theory and
experiment could s u r e l y b e ob ta ined ; however, t h e parameters i n Eq. 43
a r e a l l known i n terms of other experiments o r o t h e r t h e o r i e s and a r e
not f r e e t o be a d j u s t e d .
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18 WHITAKER AND CHOU
The failure of the theory in Region I1 appears to be associated
with our treatment of the gas phase momentum equation, and the pressure
gradient in Region I1 must be sufficient to generate a convective trans-
port toward the drying surface that is greater than the gas phase dif-
fusive transport away from that surface. The magnitude of the gas phase
pressure gradient that is required to produce the desired moisture flux
can be estimated from the data of Ceaglske and Hougen. The mass flux
is given by Ceaglske (1936) as
and Chou (1981) has estimated the Darcy's law permeability as
We can use Darcy's law to obtain
and it is convenient to express this result in terms of the liquid
head, h. This leads to
The thickness of the sand layers studied by Ceaglske and.Hougen
ranged from 2.5 to 5.0 cm, thus the pressure difference required to
produce the observed mass flux was on the order of cm of water.
Here it seems clear that a complete theory requires a return to the
original formulation (Whitaker, 1977) and the incorporation of Darcy's
law for the gas phase; however, there is something to be learned by
carrying the current theory to completion and comparing its predic-
tions with experimental data. In the following paragraphs we indicate
a method by which this can be accomplished.
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DRYING GRANULAR POROUS MEDIA 19
EVAPORATION FRONT DRYING MODEL
I n o r d e r t o u t i l i z e Eq. 4 3 w e must e l i m i n a t e Region I1 s o t h a t
t h e d r y i n g process i s modgled i n terms of a " c a p i l l a r y wet" r e g i o n
and a "dry" reg ion . T h i s model i s s i m i l a r i n some r e s p e c t s t o t h a t
used by Brown e t a l . (1980) and we can proceed t o i t i n a formal manner
by c o n s t r u c t i n g a jump c o n d i t i o n t o e l i m i n a t e Region 11. We begin by
w r i t i n g t h e s a t u r a t i o n t r a n s p o r t equa t ion a s
where t h i s r e s u l t reduces t o Eq. 4 3 i n Region I and Eq. 48 i n Region
111. Use of t h e L e i b n i t z r u l e a l lows u s t o i n t e g r a t e Eq. 55 from
x = L ( t ) - t o x = l ( t ) + E~~~ t o o b t a i n
Here & is t h e u n i t v e c t o r p o i n t i n g toward t h e d r y i n g s u r f a c e and w ..A
is t h e v e l o c i t y of t h e jump g iven by
The f i r s t term i n Eq. 56 r e p r e s e n t s an accumulat ion of mois tu re a t a
s i n g u l a r s u r f a c e and t h e r e i s no way t o e v a l u a t e t h i s term wi thout
knowing t h e s a t u r a t i o n d i s t r i b u t i o n i n Region I1 and how i t changes
w i t h t ime. I f we assume t h a t t h e s a t u r a t i o n d i s t r i b u t i o n i s indepen-
den t of t ime, t h e f i r s t term i n Eq. 56 i s zero and we have
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WHITAKER AND CHOU
While dropping t h e f i r s t term i n Eq. 56 would be u n s a t i s f a c t o r y a t a
t ime when Region I1 f i r s t appears , i t might b e q u i t e r e a s o n a b l e f o r
longer t imes when Region I1 would assume a quasi-s teady c o n d i t i o n .
The s a t u r a t i o n S i s s p e c i f i e d by Eq. 27 i n t h e form 111
where <p >Y is determined by Eqs. 11 and 1 5 and t h e tempera ture a t 1
t h e boundary between Region I1 and Region 111. I t might seem p l a u s i b l e
t o t a k e S e q u a l t o t h e c r i t i c a l s a t u r a t i o n S s i n c e t h e c r i t i c a l I
s a t u r a t i o n was used t o l o c a t e t h e boundary between ~ e ~ i o n s I and 11.
However, t h i s would l e a d t o a s t e a d i l y i n c r e a s i n g s a t u r a t i o n i n Region
I because t h e r e would be an i n f l u x of m o i s t u r e owing t o gas-phase d i f -
f u s i o n and t h e volume of t h e r e g i o n i s d e c r e a s i n g , and w e chose i n s t e a d
t o s p e c i f y SI a s t h e s a t u r a t i o n a t t h e p o i n t where t h e Region I f l u x
is zero . This means t h a t t h e average s a t u r a t i o n i n Region I i s a
c o n s t a n t a f t e r t h e appearance of Region I1 and Eq. 58 s i m p l i f i e s t o
(SI - S I I I ) s ~ = [&) .", x = "t) (60)
I n deve lop ing t h e jump c o n d i t i o n f o r thermal energy e q u a t i o n ;e f o l l o w
t h e same procedure; however, i n t h a t c a s e i t i s r e a s o n a b l e t o n e g l e c t
s e n s i b l e h e a t t r a n s p o r t i n t h e gas phase s o t h a t t h e jump c o n d i t i o n
t a k e s t h e fonn
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DRYING GRANULAR POROUS MEDIA 2 1
I n a d d i t i o n t o t h e t r a n s p o r t equa t ions and the jump c o n d i t i o n s one
needs t h e boundary c o n d i t i o n s f o r mass and energy a t t h e d r y i n g
s u r f a c e . These have been d i scussed elsewhere (Whitaker, Sec. 4 , 1980).
and w i l l no t be presen ted h e r e . The two-region model d i scussed h e r e
has been so lved numer ica l ly by Chou (1981) f o r t h e c o n d i t i o n s used by
Ceaglske and Hougen (1937), and f o r t h o s e c o n d i t i o n s t h e Kelvin e f f e c t
is n e g l i g i b l e and t h e l i q u i d phase t r a n s p o r t owing t o s u r f a c e t e n s i o n
g r a d i e n t s i s i n s i g n i f i c a n t . Under t h e s e circumstances t h e s a t u r a t i o n
t r a n s p o r t e q u a t i o n s i m p l i f i e s t o
and t h e thermal energy equa t ion t a k e s t h e form
I n Region I11 t h e s e two t r a n s p o r t e q u a t i o n s a r e rep laced w i t h Eqs.
48 and 50.
The dry ing process i l l u s t r a t e d i n F ig . 1 is assumed t o be one-
dimensional , thus t h e one-dimensional form of Eqs. 62 and 63 and Eqs.
48 and 50 need t o b e solved numerical ly i n o r d e r t o o b t a i n a compari-
son between theory and experiment. During t h e e a r l y s t a g e s of d ry ing
when on ly Region I is p r e s e n t , t h e s o l u t i o n scheme fol lowed t h a t
p rev ious ly used by Whitaker (1980) except i n t h i s c a s e bo th t h e s a t u -
r a t i o n t r a n s p o r t equa t ion and t h e thermal energy equa t ion were so lved
s imul taneous ly . Both equa t ions were solved by f u l l y i m p l i c i t schemes
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22 WHITAKER AND CHOU
that required inversion of tri-diagonal matrices. Linearization was
always accomplished by evaluating the coefficients at the previous
time step.
The boundary conditions associated with Eqs. 62 and 6 3 are given
by
Here is the outwardly directed unit normal for the wet porous medium,
and Eqs. 6 4 through 67 represent the appropriate form of the boundary
conditions when only Region I is present. In Eq. 65 k represents a g
mass transfer coefficient while h in Eq. 67 represents a heat transfer
coefficient. The initial condition was taken to be
so that a zero flux condition existed at t = 0.
Two important characteristics of the implicit solution scheme
should be noted. To begin with, we found that only the fully impli-
cit method was stable and any modifications of this method, such as
the Crank-Nicolson method, were found to be unstable. Secondly, we
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DRYING GRANULAR POROUS MEDIA 23
found t h a t i t was e s s e n t i a l t o r ep r e sen t t h e f l u x boundary cond i t i ons
i n terms of c e n t r a l d i f f e r e n c e formulas appl ied a t a po in t l oca t ed
a t a d i s t a n c e Ax12 i n t e r i o r t o t h e a c t u a l boundary. For example, i f
t h e g r i d numbering s i t u a t i o n is such t h a t
t h e c a p i l l a r y f l u x term i n Eq. 64 i s expressed a s
Use of t h e f a l s e po in t method (Ames, 1977) o r h igher o rde r expres-
s i o n s f o r t h e f i r s t d e r i v a t i v e always l e d t o an uns t ab l e mode. This
is a l s o t r u e of t h e f l u x terms t h a t appear i n t he jump cond i t i ons
given by Eqs. 60 and 61.
When Region 111 appears , t h e f l u x cond i t i ons given by Eqs. 65
and 67 a r e rep laced wi th
where aG/as is given by Eq. 4 9 . I n t h e formula t ion of t he numerical
s o l u t i o n f o r t h e combined Region I- Region I11 model i t is convenient
t o s c a l e t h e d i s t a n c e i n each reg ion by t h e time dependent l eng th of
each region. To i l l u s t r a t e , we cons ider a t r a n s p o r t equat ion of t h e
form
I n Region I t h e dimensionless d i s t a n c e is def ined by
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while in Region 111 we use
WHITAKER AND CHOU
(75)
The transport equation given by Eq. 73 can be expressed as
Here 8 and U are dimensionless quantities given by
where D is some reference diffusivity. Equations 76 and 77 are 0
connected by a jump condition at x = L(t) and one needs to compute
L(t) in order to obtain a numerical solution. For this particular
model, Chou (1981) has shown that the jump condition is located by
the expression
The numerical solution of Eqs. 48, 50, 62 and 63, subject to the appro-
priate boundary conditions, represents a difficult computational effort
and the interested reader is referred to Chou (1981) for the details.
COMPARISON BETWEEN THEORY AND EXPERIMENT
In Fig. 5 the calculated and experimental values of the satura-
tion profiles are compared for various values of the average satura-
tion. When S >S everywhere in the system excellent agreement is
obtained; however, this is not a severe test of the theory since the
saturation profiles for S > Sosatisfy the quasi-steady form of Eq.
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DRYING GRANULAR POROUS MEDIA 25
Curve SaVg Experimental Data 1 77% 2 54% A
3 33% v 4 22% 5 6.3% 0 6 3 1%
Figure 5. Saturation Profiles of Ceaglske and Hougen--Theory and Experiment
62 and Ceaglske (1936) provided the profiles only as a function of
the average saturation and not as a function of time. When the
saturation at the drying surface drops below the critical value the
physical system enters the Region I - Region I1 domain while the mathematical model enters the Region I - Region 111 domain with the two regions connected by the jump conditions. The agreement between
theory and experiment in this case is very poor with the theory pre-
dicting an excessively large dry region. In Fig. 6 the calculated
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WHITAKER AND CHOU
Curve Savg Experimental Data
Figure 6. Temperature Profiles of Ceaglske and Hougen--Theory and Experiment
and measured temperatures are compared and there we see that the pre-
dicted temperatures rise too rapidly when Region I1 appears in the
physical system. Since the model generates a dry region under these
circumstances we expect the calculated temperatures to be too high;
however, during the latter stages of drying when most of the system
is dry we find good agreement between theory and experiment. The
most dramatic effect of the removal of Region I1 from the theoretical
framework is illustrated in Fig. 7 where we have shown the dimension-
less drying rate as a function of the average saturation. There we
see that the predicted rates are much lower than the measured rates
during the early part of the falling rate period. Since the elimi-
nation of Region I1 by the jump conditions lengthens the diffusion
path through the dry porous medium, the results are exactly what one
would expect.
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DRYING GRANULAR POROUS MEDIA
Figure 7. 'Drying Rates of Ceaglske and Hougen--Theory and Experiment
I
1 I I. . D m
....a . -0.. .* .
PARAMETERS IN THE THEORETICAL CALCULATIONS
The comparison between theory and experiment shown in Figs. 5
through 7 has been made in the absence of any adjustable parameters.
However, some of the parameters have been obtained directly from
Ceaglske (1936) and Ceaglske and Hougen (1937) thus assuring reason-
ably good agreement between certain aspects of the theory and expe-
riments. For example, the capillary pressure-saturation curve was
available from Ceaglske and liougen (1937) as was the mass transfer
coefficient at the drying surface. The particle size distribution
was also provided so that a reasonable estimate of the Darcy's Law
permeability could be made (Bear, 1972; Wyckoff and Botstet, 1936).
The effective diffusivity of water vapor was determined from a
correlation for the molecular ,diffusivity in air (Reid and Sherwood,
1977); and the theoretical relation of Ryan et al. (1981) for the
- s . 2
A .* A A A A ~ A ~ .. A A
y 3
A m
A
Temperature. " C Curve Dry -Bulb Wet-Bulb Experimental -
Data 1 77 8 35.8 2 64.0 32.5 . 3 55.0 30 1 A
.
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28 WHITAKER AND CHOU
effective diffusivity as a function of porosity. The film heat
transfer coefficient was obtained by analogy from the mass transfer
coefficient and the effective thermal conductivity was predicted on
the basis of sand-air and sand-water experimental data (Birch and
Clark, 1940; Niven, 1940; Somerton, 1958); Touloukian, 1970). This
involved a linear extrapolation on the basis of volume fraction in
order to obtain a value for the three-phase system.
In addition to these physical parameters, there were several
parameters associated with the numerical solution of the coupled,
non-linear, partial differential equations describing the saturation
and temperature. Care was taken to insure that the results presented
in Figs. 5 through 7 were independent of the parameters associated
with the numerical method.
CONCLUSIONS
In this work we have shown that diffusion-like theories of
drying cannot describe the complete spectrum of moisture transport
mechanisms that occur during the drying of a granular porous medium.
In particular, when the saturation falls below the critical satura-
tion a gas-phase convective transport, caused by a pressure gradient,
must exist. To force the issue and compare theory and experiment we
have eliminated this region, identified as Region 11, with a jump
condition. This has led to the following results: (1) The calcu-
lated saturation profiles do not agree well with the experimental
data when the saturation falls below the critical saturation since
the model replaces Region I1 with a dry region; (2) The calculated
temperatures are higher than the measured temperatures during the
intermediate stages of drying. This is obviously caused by the
prediction of an excessively large dry region; (3) The predicted
drying rates are much lower than the measured drying rates during
the first part of the falling rate period owing to the excessively
large dry region.
It is clear from our comparison between theory and experiment
that the gas-phase momentum equation must be included in any com-
prehensive theory of drying granular material. On the other hand,
if one is interested only in the saturation profiles for S > So the
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DRYING GRANULAR POROUS MEDIA 29
c u r r e n t theory can be used w i th confidence. I n a d d i t i o n , i f one i s
concerned w i th a system i n which t h e l eng th of t h e dry reg ion i s
l a r g e compared t o t h e l eng th of Region 11, t h e c u r r e n t theory should
be s a t i s f a c t o r y .
ACKNOWLEDGEMENT
Th i s work was supported by NSF Grants CME 7911341 and CPE-
8116528.
NOMENCLATURE
Roman L e t t e r s
c cons tan t p r e s su re h e a t c apac i t y (kcal/kgK) P
C mass f r a c t i o n weighted h e a t c apac i t y ( kca l l kg K) P
D *(') e f e c t i v e d i f f u s i v i t y t e n s o r f o r d i f f u s i o n of s p e c i e s ~ e f f ... (m 5 IS)
Ah vap
J e
k
k g
K~ c e f f
K 22s
2 g r a v i t y v e c t o r (m I s )
<p >Y/<p > Y , mass f r a c t i o n 1 Y
p y / B ( l - c ) 1 - an e f f e c t i v e d i f f u s i v i t y
t en so r (m / s )
2 f i l m hea t t r a n s f e r c o e f f i c i e n t (kcal/m sK)
entholpy of vapo r i za t i on per u n i t mass (kca l lkg)
mois ture f l u x vec to r (m/s)
thermal conduc t i v i t y (kcal/msK)
mass t r a n s f e r c o e f f i c i e n t (m/2)
e f f e c t i v e thermal conduc t i v i t y (kcal/msK)
-[K a < p c > / a S ] / [ ~ ( 1 - E ~ ) ] , a c a p i l l a r y flow permea- * 2 B b i l i t y (m I s )
p K /uB(l-co) , a g r av i t y f low permeabi l i ty ( s ) BzB 2
Darcy's law permeabi l i ty f o r t h e B-phase (m )
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WHITAKER AND CHOU
2 Darcy's l a w permeabi l i ty f o r t h e y-phase (m )
permeabi l i ty ( m L / s ~ )
t h i cknes s of t h e porous medium (m)
p o s i t i o n of t h e jump cond i t i on between Region I and Region I11 (m)
3 mass rate of evapora t ion p e r u n i t volume (kglm s )
u n i t normal v e c t o r
2 p re s su re (Nlm )
2 r e f e r ence vapor p r e s s u r e (N/m )
gas cons t an t f o r t h e ith s p e c i e s (NmIkgK)
a r ad iu s of cu rva tu r e a s soc i a t ed wi th t h e 0-y i n t e r f a c e (m)
(cop0 + E ~ < P ~ > ~ ) /pB(l-co) , s a t u r a t i o n
t h e i r r e d u c i b l e s a t u r a t i o n of t h e we t t i ng l i q u i d r e f e r r e d t o a s t h e c r i t i c a l s a t u r a t i o n
t i m e ( s )
temperature (K)
temperature f a r removed from t h e porous medium (K)
r e f e r ence temperature i n t h e Clausius-Clapeyron equa t i on (K)
mass d i f f u s i o n v e l o c i t y of t h e ith s p e c i e s ( r / s )
v e l o c i t y of t h e ith s p e c i e s (m/s)
mass average v e l o c i t y (mls)
v e l o c i t y of t h e 0-y i n t e r f a c e and t h e v e l o c i t y of t h e s i n g u l a r s u r f a c e s e p a r a t i n g Regions I and 111 (mls)
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DRYING GRANULAR POROUS MEDIA
Greek Letters
e h
volume fraction of the n-phase
2 IJ viscosity (Ns/m )
v 2 kinematic viscosity (m Is)
P 3 density (kg/m )
th 3 density of the i species (kglm )
Pl- density of the evapgrating species far from the porous medium (kglm )
u surface tension (N/m)
Wi mass fraction of the ith species
Mathematical Symbols
<$ >' intrinsic phase average of $ n n <$,,> phase average of $ n <$> spatial average of $
REFERENCES
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Birch, F. and Clark, H. 1940. The Thermal Conductivity of Rocks and Its Dependence Upon Temperature and Composition. Am. J. Sci. 238(8):529-558.
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Brown, L.F., Kashiwa, B.A., Vanderborgh, N.E., and Corlett, R.C. 1980. The kinetic behavior of subituminous coal drying: effects of confining pressure. In: Mujumdar, A.S. (ed). Drying '80, Vol. 2, Hemisphere Publishing Corp., New York, NY.
Ceaglske, N.H. 1936. The drying of granular solids. Ph.D. Thesis, Department of Chemical Engineering, University of Wiscon- sin, Madison, WI.
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32 WHITAKER AND CLOU
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