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Theoretical
and
xperimental Studies
o
Sandstone cidizing
A.D. Hill,
* SPE
Texas Petroleum Research Committee
D.M. Lindsay, Texas
Petroleum
Research Committee
I.H. Silberberg,
SPE
Texas Petroleum Research Committee
R.S. Schechter,
SPE
U. of Texas
bstract
The matrix acidization of sandstone by a
hydrochloric/hydrofluoric acid mixture is described
through use of a capillary model. The model was
solved first in linear coordinates so that it could be
compared with the results
of
coreflood experiments
performed on Berea sandstone. The model
predictions showed reasonable agreement with the
experimental data and yielded specific information
about the reaction characteristics of the sand
stone/HCIIHF system.
The acidization model then was applied in radial
coordinates to generate design curves for a matrix
acidization treatment. While these curves strictly
apply only to those sandstones having similar
mineral compositions, the approach
is
general.
I t is
based on matching the location of the HF reaction
front to the depth of a damaged zone. This method
introduces the concept of an optimum injection rate
and, in this regard, differs from other design
methods reported in the literature.
Introduction
The matrix acidization of sandstone by an
HCIIHF
acid mixture is an often-employed oilwell stimulation
technique designed to increase permeability in a zone
around the wellbore. The acid mixture flowing into
the porous medium reacts with the various mineral
species present, thus effecting an increase in the
matrix porosity and, it is hoped, the permeability.
Clearly, one of the factors controlling the depth of
acid penetration
is
the chemical composition of the
minerals which the acid contacts. Smith and Hen
drickson,l Gatewood,
2
and Lund et
al.
3
5
have
shown that the reaction with calcite is more rapid
Now
with Marathon Oil Co.
0197-7520/81/0002-6607 00.25
Copyright 98
Society
of
Petroleum Engineers
of
AIME
30
than with silicate minerals clay or feldspar), which
is, in turn, more rapid than the reaction with silica.
Several papers describing the distance of
penetration have been published. Smith and Hen
drickson 1 and Smith et
al.
6
first suggested the use of
linear core tests to predict radial penetration. Farley
et
al.
7
reported tests similar to those conducted by
Smith and Hendrickson but measured many ad
ditional parameters including the effluent acid
concentration, which is quite useful since the effluent
concentrations may yield information about reaction
characteristics. Experiments conducted in linear
systems are difficult to translate in terms
of
penetration in a radial system, since the fluid velocity
varies inversely with radial distance. The obvious
approach has been to develop a mathematical model
that can be calibrated based on linear flow data and
then applied to a radial system.
Gatewood
2
proposed that the acid penetration
distance be determined by assuming that the reaction
of
HF with the silicate minerals is much faster than
with the silica. The distance of penetration is
determined in this model by the formation com
position and by the stoichiometry of the reactions.
Lund et
al.
5
8 and Fogler and McCune
9
developed a
model which neglects the reaction
of
HF with silica
but does consider the reactions with the silicate
minerals. The advantage of these approaches is that
the penetration depth can be predicted based on the
formation composition. However, the reaction with
silica cannot be neglected in determining the depth of
penetration, as will be seen.
Williams and Whiteley 1 used a somewhat dif
ferent approach which includes an empirical
determination of the reaction rate based on linear
core flood experiments. The analysis assumes that a
quasistationary state exists. Williams 11 used these
empirical reaction rates to ascertain the total acid
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volume and injection rate needed to obtain a given
penetration distance. This approach includes the
silica reaction in the kinetic model, since the model
is
determined empirically, and requires a separate test
at reservoir temperature
of
each new formation to be
acidized. Further, the analysis method that assumes a
quasistationary state is
not
valid for short times.
The conclusion provided by the analyses of
both
Lund and Fogler
8
and Williams II
is
that the depth of
penetration increases with acid velocity. However,
some field experience indicates that injecting at the
maximum rate may not be the best strategy when the
volume of acid
is
limited.
12
This question
is
ad
dressed in this paper.
Matrix acidizing
is
generally effective only when
applied to remove near-well bore damage.
13
Otherwise, the stimulation resulting from a treatment
will be quite small and is almost independent
of
the
permeability increase in the acidized zone. A design
to implement this strategy can be developed by
focusing primarily on the depth
of
acid penetration
and ensuring sufficient volumes to at least restore the
original permeabilities. This feature is a fortunate
one, because permeability changes caused by
acidization are complex, as evidenced by the
data of
Smith and Hendrickson. I Their results indicate that
the permeability first declines and then increases.
There are two possible mechanisms for this
phenomenon, both
of
which probably contributed to
the observed permeability decline. Labrid 14
discussed the mechanism
of
permeability reduction
by precipitation of reaction products. However, the
movement of fines also may be responsible for the
observed permeability reduction. Evaluating the
relative importance of these two mechanisms is
difficult.
cid Balances
Schechter and Gidl
ey
l5
and
Guin
et
al
6
•
7
have
developed a capillary model which predicts the
change in pore-size distribution resulting from acid
attack. The model approximates the porous medium
as a collection of cylindrical pores of varied sizes that
become enlarged as a result of the acid reaction
at
the
pore walls and allows for coll isions between
pores. The pore structure
is
characterized by a pore
size distribution
1 /
A,x,
t),
where 1 /
A,x,
t) dA
is
defined as the number of pores per unit volume
having a cross-sectional area between
A
and
A
dA.
The change in 1 / as a function of time
is
described
by an integrodifferential equation given in Appendix
A. Also shown in Appendix A are the equations
relating the permeability and porosity
to
moments
of
the pore-size distribution.
The rate of acid reaction
is
an important feature
and is characterized as follows.
dA
- = 1/; A,x,t). . 1)
dt
The pore growth function 1/; depends on A because,
in general, acid must diffuse to the mineral surface to
react, and it depends on both time and position
because the local acid concentration must depend on
these factors.
FEBRUARY
1981
In sandstone acidization, many reactions take
place; the most important of them are the reactions
of
HF and HCI with carbonates, the reaction
of HF
with silicates such as clays and feldspars, and the
reaction of
HF
with quartz. To model the acid
concentrations
as
the acid mixture flows through and
reacts with the porous medium, acid balances for
HF
and HCI must be written as follows.
a ¢C
HF
)
aC
HF
u
at ax
L XH F
r
O
1/;HF 1 / A,x,t)dA 2)
o
and
a ¢C
HCl
)
ac
HCl
u
at ax
= - Lx
HCl
I
oo
1/;HCl
1 /
A,x,
t) dA , (3)
o
where
u is
the flux,
i is
the moles
of
acid
i
expended
per volume of rock dissolved, and C
i
is
the con
centration of acid
i.
The function
1/;
is
related directly
to
the overall
reaction rate as shown by Eq. 4
2V7rRaA
V2
1/;
= ,
4)
P
s
where
ex is
a stoichiometric coefficient, Ps
is
the
density of the solid, and R is the average overall
reaction rate over the entire reactive surface of one
pore. This overall rate depends on a series of in
dividual processes including diffusion of the reac
tants to the solid surfaces, reaction with the surface,
and
diffusion of the products from the surface. In
extreme cases, the overall reaction rate may be
diffusion controlled
or
in others, reaction limited.
Guin
16
has developed overall reaction rates for a
number of cases, and these general results need not
be repeated here. There are two limiting cases that
apply to this study.
In
pores of the size range
characteristic
of
sandstones, the reaction rate for the
dissolution of carbonates
is
much larger than the rate
of diffusion,
and
this permits use of the diffusion
controlled approximations given in Appendix B.
The second limiting case
that
applies
to
the
reactions
of HF
with silicates (feldspars and clays)
and with silica also
is
given in Appendix B in a form
developed assuming that these reactions are first
order in
HF
concentration. This approximation has
been shown
to
be a good one for the minerals
of
interest in this work.
4
•
I1
The reaction rate constant of
HF
with quartz
differs from that with silicates so that the propor
tions of these minerals present must be taken into
account. They may be combined to yield
rHF =
[ksilfclay + k
qtz
1 fclay ]C
HF
,
(5)
where
fclay is
the fraction
of
the surface area oc
cupied by clay minerals.
In this kinetic model all the clays
and
feldspars
have been lumped into one average parameter. This
31
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Mineral
Quartz
T BLE
1 -
MINER L CONTENT Y
PETROGR PHIC N LYSIS
Dolomite and siderite
Chlorite and
illite
Feldspar
Percent
of
Total Rock
75 ± 5
10
±
3
10
±
3
5±3
combining
is
not necessary, but, on the basis of the
system studied, the approximation appears to be
valid.
A dynamic description of the parameter
fcJay is
now necessary to track the changing average reaction
rate constant and permit the correct evaluation
of
the
lfHF function. The two rate laws for the individual
reactions of HF with silicates and quartz may be
written as
rHF
=
kSi C
HF
6)
and
- rHF = kqtzCHF
7)
Recalling
that
the reaction rates are expressed as
mass of acid reacted per unit area per unit time, then
dVsi
dt
=
CisiI ksiI
CHFSsiI
Psi
8)
and
_
dv
qtz
= CiqtzkqtzCHFSqtz
, 9)
dt
Pqtz
where vsiI and V
qtz
are the volumes
of
silicate and
quartz per unit volume and
SsiI
and Sqtz are the
surface areas per unit volume
of
the two minerals,
respectively.
I f
it
is
assumed
that
the fraction of the exposed
surface area occupied by each mineral
is
propor
tional to the volume per unit volume, there results
d v tfcJay)
Cisi ksi
-
- - f c J a y S tCHF
10)
dt PsiI
and
d[ v
t
1 - fcJay)]
dt
Pqtz
. 1- fcJay)StCHF , (11)
where St
=
2hL ( A Y 1/
A,x,t)dA.
o
Using the chain rule
of
differentiation and solving
each equation for
dVt ldt
results in the following
equations.
dV
t
dt
_ dfcIay _
qsiI ksiI
S C 12)
t
HF·· · ·
fcJay dt PsiI
and
dV
t
v
t
dfcJay _ Ciqtzkqtz S C
t HF· 13)
dt 1 - fcJay dt Pqtz
Equating Eqs.
12
and
13
and recognizing that
v
t
total volume
of
solid per unit volume) is 1 - C/> the
differential equation describingfcJay
is
obtained.
32
dfcIay = Ciqtzkqtz _ CisiI ksiI )
dt Pqtz Psi
. fcJay (1 - fcJay) S C
c/> t HF·
14)
An examination
of
Eq.
14
reveals it to have the
correct qualitative behavior - i.e., for
ksi
ap
preciably greater than
k
qtz
, fcJay
will decline but at a
progressively slower rate as the silicate minerals
dissolve.
This equation, coupled with the acid balances,
predicts the acid concentrations throughout the
linear flow regime. t also
is
coupled with the
evolution equation, from which is obtained 1/ the
pore-size distribution function) at all space positions
through time. A solution
of
this coupled system.
of
integrodifferential, partial differential, and ordinary
differential equations will yield the desired predic
tions
of
acid concentrations plus matrix porosity and
permeability values. The numerical techniques used
to solve this set
of
equations are described briefly in
Appendix C and in full detail elsewhere.
19
Similar approaches have been used by Lund
et al
5
and by Williams and Whiteley.
10
These studies both
employ empirically determined kinetic data to design
an acid treatment and do not consider the pore
geometry. Lund et al also have neglected the
reaction with silica, whereas Williams and Whiteley
have analyzed their results assuming that a
quasistationary acid front is achieved. This latter
assumption
is
not valid during the initial stages of the
treatment, and neglecting the reaction of HF with
quartz is never valid, as is discussed in a subsequent
section.
The model presented here uses surface reaction
rates, which should apply independently
of
the
composition of the formation only
fcJay
must be
adjusted to allow for compositional variations), and
does not make the simplifying assumptions imposed
by Lund
et al or
Williams and Whiteley with regard
to reaction rates. In addition to considering the
reactions with
HF
it was found necessary to account
for the reactions with HCI by including an HCI
balance. Previous studies have neglected this latter
reaction.
xperiments
To test the predictions of the capillary model, a series
of
coreflood acidization experiments were per
formed.
23
These experiments all were conducted
using Berea sandstone cores with initial composition
shown in Table
1
and an acid mixture
of
3
wtOJo HF
and 12 wtOJo HCr.
The core 0.1 m long and 0.0254 m in diameter)
was placed in a Hassler holder, which then was
mounted into a nitrogen porosimeter, and the pore
volume was measured. Suitable corrections for the
void volume
of
the holder were obtained by
calibrating with a solid plug having the same external
dimensions as the Berea core.
After the initial porosity was determined, the
Hassler core holder with core) was mounted into a
Ruska
™
constant-temperature oven and allowed to
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reach thermal equilibrium at the desired reaction
temperature. The core was evacuated and filled with
a 3 wtOJo NaCl solution, and the initial permeability
was measured. The flow rate was determined in all
cases by employing a Ruska proportioning pump. A
backpressure regulator was used to maintain a system
pressure of 5 to 7 MPa. This pressure level
is
necessary to prevent CO
2
bubbles from forming in
the core.
Each experiment consisted of the injection of at
least
90
PV
of
acid. The effluent was collected in
either 1 or 2-PV samples using a sample collector.
Pressure drops across the cores were measured
during the course of the experiment.
After the core holder had been removed from the
flow system, it was mounted into the porosimeter
apparatus without having to remove the core from
the holder. The final porosity was determined.
The experimental studies required a reliable
technique for determining the amount
of
hydrofluoric acid that reacted. The procedure used
by Williams and Whiteley was adopted. The
method involves an ionometric technique which is
rapid and effective if carefully calibrated by
measurement
of
the amount
of
silica dissolved in the
effluent acid solutions. This two-step approach is
made necessary by the presence
of
fluosilicic acid and
other fluosilicates in the residual acid solutions. The
residual acid solution must be buffered before
analysis to a pH of 4.2
to
4.5 to ensure complete
dissociation of all hydrofluoric acid. At this pH level
the fluosilicates partially dissociate and release
fluoride ions. These then are included in the con
centration sensed by the ion specific electrode. To
compensate, a glass slide etch procedure which
allows for direct determination of reactive HF was
used. The details of this procedure are available. 23
I t was found that a new calibration curve
is
required if either the proportions of HF and HCl or
the mineral content of the core are changed.
I f
sufficient care
is
exercised, the ionometric analysis
is
rapid and reliable.
Discussion of Results
Effluent Concentrations
Typical acid (HF) effluent curves are shown in Figs. 1
through 4. Theoretical calculations are complex, and
the ·numerical techniques are described in Appendix
C. These results show that initial acid concentrations
are small but increase as more acid is injected until a
plateau value less than the injected acid con
centration
is
reached. Qualitatively, this profile can
be understood in terms of the differences in the
reaction rates between the
HF
and the minerals
present. The carbonates are expected to react first,
with the reactions with silicates and quartz following
in that order. The importance of the HF/quartz
reaction
is
shown by the plateau region that develops
in the latter stages of the experiment. This plateau
provides a measure
of
the HF/quartz reaction, as
most of the other minerals that are accessible should
have dissolved by this stage of the experiment. The
level
of
this plateau indicates that the HF/quartz
FEBRUARY
1981
T=
25.0C a ,
0.342
MLlSEe
EXPER\MENTRL DATA. RUN NO.
4
- MODEl PRED1CllDN
t.aa
20.00
30.00
40.00
50.00 60.00 70.00 80.00
PORE VOLUMES
OF
RCID INJECTED
Fig. 1 - Comparison
of
predicted and experimental ef
fluent acid concentrations (Run 4) for initial
concentrations of 3 wt% HF and 12 wt% HC .
T ,
2S.0C 0=
0.250
tiLiSEC
( )
E'(PER1MENTAL OqHL
RUN
N O 5
- MODEL PREGICT ION
20·00
30·00 40.00
50.00 50.00
CjO.oo
P ~ f vOLUMES OF ACID iNJECTED
Fig. 2 - Comparison
of
predicted and experimental ef
fluent acid concentrations (Run 5) for
initial
concentrations
of
3
wt%
HF and 12
wt%
HC .
>
< u ~ 0
T"
2S.0C Q", 0.130 r L/5EC
( )
[XPERIMENHll DATA. RUN
NO 6
- MODEL PREDICT
JON
~ o o
10.00 20.0:)
J:J.O l (:J.OO
so.::m
60.00 70.00 "10.00
PORf "OuJl1ES ACID iNJECTED
Fig. 3 - Comparison of predicted and experimental ef
fluent acid
concentrations
(Run 6) for
initial
concentrations of 3
wt%
HF and 12
wt%
HC .
33
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q T 2S .OC Q= 0.063 MLlSEe
( ) EXPER IMENTAL DATA.
RUN
NO. 7
- MODEL PREDICT ION
. . .
. . . . .
\,:+,.,,,.-,--,,:,,- .,,:===::;,,:--:.,::-, ---=, ,.,::-,---,. -,.=,,-s ',.-:c,,c---:<.'-:c. =-- 70,-;;.';O-, ---;1,,:--:.,::-, ---;;)90.00
PORE VOLUMES
OF ACID INJECTED
Fig. 4 - Comparison of predicted and experimental ef·
fluent acid concentrations (Run 7) for initial
concentrations of 3
wt%
HF and 12
wt%
HCI.
u
«
T=
25
.OC
ao:
0 .250
MLISEC
( )
EXPER I MENTAL DATA. RUN
NO.
5
{ )
FRACTION OF CLAY=.D5
X
FRACTION
OF
CLAY=.166
.
W ~ ~ _ ~ ~ ~ ~ ~ ~ = ; ~ ~ ~ ~ - ; ; : ; ; - ~ : - ; ; ; ; - - - - - ; 1 ~ - - - - ; ;
J .00 10.00
20.00 30.00
.. 0.00
50.00 60.00 10.00 80.00
fO.OO
PORE
VOLUMES OF
RCID
INJECTED
Fig. 5 - E ffec t of parameter Ac1ay(O) on effluent acid con·
centration predicted by the model.
52.0C
Q=
0.128
t lL Sf [
(') f X P f R l ~ F N T L DqTR. RuN N O . 9
- MODfl
P ~ E D I C T
ION
'0
: : : ~
. .
0
0
'
0
. ~ , . ( , . , : : - , ......... ,,,-"'.
,=- ;:zo-:.
,:-- ,,:-:.-=-, -:1,,:--:.
=-,
--- ,,:--:.::-,----:,, .
::-,
----:,';-,. ::-,
----:,"-,
= --;:90.00
P O ~ E
~ O L U M f S
R[ID
INJECTED
Fig. 6 - Comparison of predicted and experimental ef·
fluent acid concentrations (Run 8) for initial
concentrations of 3
wt%
HF and
12 wt%
HCI.
34
reaction is significant and cannot be neglected if the
depth
of
acid penetration
is
a concern.
To
clarify this point further, it may be noted
that
at
52°e
the stabilized acid effluent concentration
ratio is about 0.6 as shown in Figs. 6 and 7. Thus,
40070 of
the HF is consumed within 0.1 m, the length
of the core. Thus, even
though
the reaction
of
HF
with quartz is relatively slow, it is still an important
feature
of
sandstone acidizing and cannot be
neglected.
By
using the first -order reaction rate constant
reported for feldspar
4
as
ksil
and by empirically
adjusting
k
tz and
fela
(0) (the fraction
of
the
reactive surface occupied by the silicates after the
carbonates have been removed), the effluent com
positions obtained by integrating the acid balance
equations could be brought into reasonable,. but
certainly not perfect, agreement with the ex
perimental data as shown in Figs. 1 through 4. The
values of the parameters found to give reasonable
representation
of
the
data at 25°e
were as follows.
=
7.6
x 10
- 6 _g_H_F
2 (kmOI
HF
m ·s
m
3
(from Fogler
4
) .
kg HF
k
qtz
=5.0x 10-
8
2 (kmOI
H F
m
's
m
3
felay O)
= 0.05 .
The empirically determined k
qtz
at first appeared to
be
too
small when compareo with the results
of
Blumberg,18 Born,24 Mowrey,25 and Guin.
16
These
investigators all report reaction rate constants of
apf,roximatel
y
5
x
10-
7
kg HF m
2
·
(kmol HFI
m ) for the reaction
of
HF
with
quartz
at
25°e.
However, those investigations all were conducted
using amorphous silica, whereas most if not all
of
the
silica found in sandstones
is
a-quartz. I t
is
well
known that the solubility of
amorphous
silica in
water
is
generally (dependinf.
on
the temperature)
larger than
that of a-quartz.
2
,26
Only one paper was
found reporting the reaction
of a-quartz
with HF
at
the concentration levels
of
interest in this study.
Analysis
of
the data presented by Bergman
28
yielded
a first-order rate constant at 25°e r a n g i n ~ between
4.2 x 10-
8
and 6.8 x 10-
8
kg HF m ·s (kmol
HF m
3
.
These values compare favorably with the
rate constant which was found to fit the experimental
data and
are consistent with the reported differences
in solubility
of
a-quartz as compared with amor
phous silica.
The second parameter that was adjusted to obtain
a reasonable fit of the effluent acid concentration
profiles was
felay O),
the fraction
of
the reactive
surface occupied by silicates after the carbonates
have been reacted. Assuming fclay O) to be equal to
the volume fraction
of
silicates present (0.16) gave
unrealistic predictions of the acid effluent con
centration; a value
of
0.05 yielded a much better fit
of
the
data,
as shown in Fig. 5. Thus, it appears
that
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all the silicates did not react at the high rate found for
feldspars.
To shed light on the significance
of
the parameter
fclay(O), a petrographic analysis was made
of
a
sandstone core that had been acidized with 90 PV of
acid mixture. This analysis consisted of examining a
thin section of the acidized rock with a petrographic
microscope. The study indicated that most
of
the
feldspars had been removed by the acid treatment,
whereas the clays present appeared to have reacted
only slightly. Thus, it appears that the parameter
fclay(O) is related to the fraction of feldspar present
initially (see Table 1). Furthermore, it appears for the
sandstone studied that most
of
the clay reacted at a
rate close
to
that
of
quartz.
An analysis of total aluminum present before and
after acidization showed that, in the front
of
the
acidized core, approximately 7 OJo of the original
aluminum present had been removed. This result
indicates that the clay minerals reacted with the acid
mixture
to
some extent and that the aluminum layers
in the clays possibly were leached preferentially. Such
a preferential attack of acid on the octahedral layers
of
a clay has been found previously for the reaction
ofHCI
with clay.29
Note that the clay minerals in the Berea sandstone
were in the form of rock fragments such as pieces of
mica and shale. The reactivity to clay in this state
cannot be generalized to other types of clay com
monly found in sandstones. In particular, the specific
surface area of clay in this state may be much less
than that
found for clay in the form
of
small
platelets, thus greatly reducing the reactivity.
Using a similar fitting procedure and fclay(O) =
0.05, values for k
qtz
and
ks l
were obtained that gave
reasonable fits ot the experimental data at 52°C
(Figs. 6 and 7). The values used
at
this temperature
were
and
Permeability Response
The matrix permeabilities during acidization
predicted by the model did not agree well with those
found experimentally (Fig. 8). As the capillary model
used in this study had given excellent predictions
of
permeability changes in homogeneous matrix
materials in previous studies, 16,30 it
is
presumed that
the failure of the model when applied to sandstone
is
due primarily
to
the heterogeneity of the material.
Experimental permeability
profiles during
acidization usually show an initial decline in per
meability, due most likely to the downstream
migration of fine particles as cementing substances
are dissolved. Such a permeability decline cannot be
predicted by this capillary model, since particle
migration
is
not accounted for. A further difficulty
FEBRUARY
1981
1:: 52. DC Q ,
0.250
MLiSEC
( )
EXPERIMENTAL DATA.
RUN NO 9
- MODEL PREDICTION
~ . o o
10.00
20.00 JO.oo ~ o o o
50.00 6::1.00 10.00
80.00 90.0?
PORE
VOLUMES OF RC 0 N
JEUEO
Fig. 7 - Comparison of predicted and experimental ef·
fluent acid concentrations (Run 9 for initial
concentrations of 3
wt
HF and
12 wt
HCI.
o
~
8 ~ ~ r ~ T ~
I I
7 -
6
5
2 f-
1 ,..
Acid
Rate:
O 250
ml/sec
Temperature: 23 5°C
D Experimental Data, Run N o . 5
- Model Prediction
-
•
-
-
-
-
-
-
-
~
~
I
~ _ _ _ _ J
o
20 40 60 80
100
PORE VOLUMES
OF
ACID
INJECTED
Fig. 8 - Comparison of permeability prediction with ex·
perimental results for initial concentrations of 3
wt
HF and 12wt HCI.
35
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1.5
4>
0.15
0
-e-
Vr
0.153
-e-
2 1 T r ~ h
-
1200
ct
r.
a:
1.25
>-
q
1.15
:
qo
J)
0
a:
0
Q
1.0
1.0
Fig. 9 - The optimal strategy
for
an undamaged formation.
encountered in predicting permeability changes arose
from the necessity to use the approximate growth
function shown in Appendix B
to
model the dif
fusion-controlled reaction of
HF and
HCI with
carbonates, because the exact function created a
numerical instability in the evolution equation.
6
Design of an Acid Treatment
Optimal Strategy
In the final analysis, economic considerations govern
the design of an acid treatment. However, even given
the same technical information , the
best
treatment
may vary from company to company because
economic criteria vary. Instead of determining that
most profitable action, it
is
possible
to
calculate the
greatest stimulation that can be produced using a
given volume of acid. Given the solution
to
this
problem, which
is
called the optimal strategy, then
the best course
of
action defined in some economic
sense can be selected.
To
obtain the optimal strategy, it is assumed that
the acid reaction rate
is
so well controlled that it
is
possible
to
increase the porosity in the formation
surrounding the well bore in any desirable way. Thus,
4> r) (the porosity following treatment)
is
the control
variable. The volume of rock dissolved by
an
acid
treatment
is
rd
r
= 27rh
r 4)-4>o)dr .
............... 15)
Here, 4>
is
the porosity before treatment, h
is
the
thickness of the formation
to
be treated, and r
wand
r
d
are the radii
of
the well bore and drainage area,
respectively. The volume of rock dissolved by a
volume
of
acid
is
fixed by stoichiometry; thus,
specifying the treatment volume fixes Vr- Using
Darcy's law for radial flow, the new production
resulting from the acid treatment
is
given by
(16)
36
Zone
Initially
4>
0.15
Damaged
3.0
I
Vr
0.153
0
2 1 r r ~ h a
-e-
I
-e-
I
rw
1200
0
I
~
k DAMAGED
0.01
a:
2.0
k FORMATION
>-
:::
J)
q
7.5
0
a:
1.5
qo
0
Q
1.0
1.0
3.0 4.0
r / r
Fig. 10 - The optimal strategy for a damaged
f o r m a t i o ~
Here, ko
r) is
the permeability before treatment,
while k r)
is
the resulting one. The problem
is to
maximize qlqo for a fixed
V
r
Since the numerator
is
determined by the initial state
of
the reservoir, the
problem reduces
to
min
[ d
dr ]
¢ r) J rk r)
..................... 17)
rw
subject
to
r being constant.
To
proceed, the per
meability must be related to the change in porosity.
Lund and Fogler
8
have proposed
~ ; ; ) = ~
f·
18)
This expression
is
used here, although more complex
relationships which better define the response of a
given formation may be substituted easily.)
Pontryagin's maximum principle defines the
solution
of
variational problems such as that posed
here. Using this principle, it can be shown that
4> [ n ]lI(n+ )
=
2 for
4> ;::: 4>
•
4>
{ r
4>oko
r)
(19)
Given the volume of acid
to
be used, the constant
(3
can be evaluated by substituting Eq. 19 into Eq.
15
and 4> r) then determined. The function 4> r)
represents the new porosity at each point r which the
acid
is to
create
if
the maximum stimulation is
to
be
obtained. Obviously, it
is
not possible
to
tailor the
acid reaction rate so that this optimal porosity
distribution will result; however, the desired porosity
distribution should be approached as nearly as
possible.
The optimal porosity distributions for two dif
ferent cases are shown in Figs. 9 and 10.
For
an
undamaged reservoir, the maximum stimulation
ratio
is
1.15 when about 1.8 m
3
of acid per meter of
formation thickness
of
3.0
wtO o HF
and
12
wt% HCI
mixture are used in a 0.3-m-diameter wellbore. Large
stimulation ratios can be achieved if there
is
near
well bore damage. The optimal porosity distribution
for the case in which the damaged zone extends a
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distance 1.5 w is shown in Fig. 10. Note the
discontinuity in the porosity that occurs at the outer
limit
of
the damaged zone, indicating that the
maximum stimulation is achieved when the greatest
portion
of
the acid
is
expended in removing damage.
The stimulation ratio for this case
is
7.5, indicating
that large increases in production can be achieved by
damage removal.
These calculations provide a measure of the best
that can be achieved given a carefully defined
situation. However, they
do
not
provide a practical
means
of
designing an acid treatment.
Application of the Model
A sandstone acidization model will be useful if it can
yield information needed for the design
of
an actual
acidization treatment. Such information may be
obtained from the model used in this study by ap
plying it
in
radial coordinates.
It
was found from the
model (expressed in radial coordinates) that a
quasistationary HF concentration profile is
established after the
carbonate
material has reacted
and that the HF front moves slowly, as can be seen in
Fig. 11. Furthermore, the position
of
the
HF
front
depends on the injection rate - the higher the flow
rate, the farther into the matrix the front will extend.
Williams 11 constructed acidization design curves
based on a definition
of
radius
of
permeability in
crease as that radius at which the formation porosity
had reached a certain level.
For
a given desired radius
of
permeability increase, such a definition
automatically requires that operation at the highest
injection rate possible will use the least total volume
of
acid and, thus, be the most desirable treatment
scheme. Since the optimal strategy developed in the
previous section revealed that the most effective use
of
a given volume
of
acid
is
to penetrate a damaged
zone, the Williams criterion, which requires the
highest injection rate, may not always be the
preferred one. Since the depth of acid penetration
is
a
sensitive function
of
the injection rate (a
quasistationary front
is
established), an alternative
design strategy is proposed as follows.
1.
Choose an injection rate such
that
the HF acid
front reaches the desired radius
of
permeability
improvement. This radius should correspond
to
the
radius of damage.
2. Inject enough total volume
of
acid at the chosen
rate so that the total
amount of
solid reacted in the
penetrated region reaches a certain level. This
amount is
chosen from experimental permeability
date
to
ensure a permeability increase
throughout
the
region.
Based on this design strategy, illustrative design
curves have been generated
by
the model for sand
stone with three different feldspar contents and a
well radius
of
3 in. These curves are presented in
Figs.
12 through
14. The reaction rate constants at
the various temperatures needed to generate these
design curves were obtained from Arrhenius
relationships based on the rate constants known at
25
and 52°C. Such an extrapolation
of
reaction rates to
higher temperatures
is
not always valid
but
was
FEBRUARY 1981
°
l . ~ ~ - - - - - - - - ~ - - - - - - - - - - - r - - - - - - - - - - -
)
i:i o
S .
5
)
0
.
..
o
i l
:l
Injection
ra te
0.1 bbl/min/n
of
reservoir thickness
Temperature:
200°F
v =
66
gal/It
of reservoir thickness
S
· ~ o ~ ~ ~ ~
RADIAL mSTAN CE FROM WELLBOR E (INCHES)
Fig. - HF concentration profiles in a radial flow system
for initial concentrations of 3 wt HF and 2
wt
HCI.
w
E-o
0
p::
E=:
t.J
w
....
0.7
0.6
~
w
t.J 0.5
53
E-o
p::
5
> 0.4
p::
w
00
w
p::
0.3
0
E-o
.......
;:;:: 0.2
.......
l
ill
~
0.1
0.0
t-......; ... ....
I
500F
200°F
150°F
lOO°F
~
____ ____
______
____
o
3 6 9 12
PENETRATION DISTANCE (INCHES)
Fig. 2 - Design curves for 3 wt HF and 2 wt HCI in
2 -feldspar formation.
37
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necessitated by the lack of reaction rate information
above 52°e.
An inspection of Figs. 12 through
14
shows that, to
a reasonable approximation, the total acid volume
required to increase substantially the permeability
throughout a region about the wellbore
is
sensitive to
the formation composition but not to temperature.
Thus, the recommended acid volume 3 wtO o HF and
12
wt% HCl) depends on the depth of the damaged
zone and the formation composition. The optimal
injection rate depends
on
all
of
the variables but is
most sensitive to temperature. At temperatures in
excess
of
93.3°C, it is not possible to obtain deep
penetration because the injection rates required
cannot be achieved in most cases without fracturing
the formation.
The most important conclusion is that the highest
0 . 7 r r ~ ~ ~ ~ ~ ~ ~
o. 1
o. 0
~ - - - - - - - - - - ' - - - ' - - - - - f
300
200
100
o
~ - - ~ ~ - - - - - - ~ - - - - ~ ~ - - - - ~
o 3 8 2
PENETRATION
DISTANCE (INCHES)
Fig. 13 - Design curves
for
3 wt HF and 2
wt
HCI in
5 ·feldspar
formation.
38
rate is not always the optimum. Damage near the
wellbore may be removed best by relatively small
treatments applied at modest rates.
The results can be viewed in another way. Once the
volume of acid is selected, the best rate then is given.
The depth
of
acid penetration also
is
fixed. Ob-
viously, these design curves can be used best when the
extent of the damaged zone
is
known; however, their
use also is recommended if the acid volume is
prescribed, perhaps on the basis of experience in a
particular formation.
In extending this design procedure to types of
sandstones other than Berea, it
is
anticipated that the
reaction rates of some clay minerals will be quite
different from those found in Berea. Unfortunately,
data on reaction kinetics are not now available. It
will be necessary to establish these reaction rates.and
00
UJ
r.:l
0 . 7 ~ - - - - - - ~ - - ~ ~ ~ - - ~ ~ - - - - - -
0.6
u 0.5
5
E <
0.4
o. 1
o o ~
______ ______ ______ ______
300
200
100
OL ' J
o
3 6 9 12
PENETRATION
DISTANCE
(INCHES)
Fig. 14 - Design curves
for
3
wt
HF and 2
wt
HCI in
10 ·feldspar formation.
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their temperature dependence to develop design
curves similar to those presented here for Berea.
A second possible difficulty is
that
often the
damage
is
a result of drilling fluid invasion. The clays
present in the fluid may react at a different rate,
thereby altering the reaction rate. In turn, both the
penetration distance and volume of acid needed to
achieve good stimulation will be altered.
onclusions
Matrix acidizing often is conducted
at
the highest
rate the formation can accept without fracturing. t
has been argued correctly
that
increased rates will
result in increased depths of acid penetration. The
strategy used here differs from this one. Given a
limited acid volume, it was found best to adjust the
rate so as to increase effectively the permeability of a
near-well bore damage zone.
To
implement this
strategy, a means of predicting acid penetration
depth is needed. A model which uses both the
chemical composition of the formation and its pore
size distribution has been derived. Although the
model did not represent accurately the observed
variations in permeability, it did predict measured
acid effluent concentrations.
In addition to the development of a design strategy
and
illustrating its implementation, the following
conclusions have been drawn from this study.
1 The capillary model predicts effluent acid
concentrations well.
2. Rate constants determined independently were
used for the reactions
of HF
with quartz
and
with
silicates, and the model yielded reasonable fits to the
experimental data. This agreement provided support
for the validity
of
the model.
3
The feldspar in Berea sandstone reacts at a
higher rate than the clays, which are present
primarily in rock fragments. The low reactivity
of
clay observed in this study could be due to the fact
that the surface area available for attack was much
smaller in those rock fragments than that found for
clays with a fine platelet surface.
4. Though the clays in this study appeared to react
at a slow rate similar to that
of
quartz, it is not
known at what rate the fine clay particles, sometimes
responsible for well damage, will react. The reaction
rates of such materials would affect the design
results.
5. Illustrative design curves were obtained from the
model in radial geometry based
on
the location of the
HF front. This criterion shows that the acid injection
rate should be chosen based
on
the desired radius
of
permeability increase
and that
neither the fastest nor
the slowest rate is always optimal.
6. The reaction of quartz with
HF
is not negligible
as has been assumed in other works
9
but is, in fact,
crucial to the effectiveness of sandstone acidization.
Nomenclature
A
= cross-sectional area
of
a pore, m
2
sq ft)
A
p = reference pore cross-sectional area, m
2
sq ft)
FEBRUARY 1981
C
j
=
concentration of acid
i
mol/m
3
mol/cu
ft)
D
j
= molecular diffusivity
of
acid i, m
2
Is
sq ft/s)
fcJay
fraction
of
surface area occupied by
reactive silicates after dissolution of
carbonates
FG
=
geometric factor
h
=
formation thickness, m ft)
k
=
permeability, m
2
md)
k r) = permeability after acid treatment at
radius r m
2
md)
o r) = permeability before acid treatment at
radius r m
2
md)
k
j
= first-order reaction rate constant,
kg i /m2
·s mol HF/m
3
[Ibm ilsq ft·s mol HF/cu ft)]
first-order reaction rate constant for
reaction of
HF
with quartz,
kg HF/m2 ·s mol
HF/m
3
[Ibm HF/sq ft·s mol HF/cu ft)]
first-order reaction rate constant for
reaction
of HF
with silicates,
kg HF/m2 ·s mol HF/m
3
[Ibm HF/sq
ft·s mol
HF/cu ft)]
L
=
average pore length, m ft)
M
j
= the jth moment
of
the pore-size
distribution function
n
=
exponent of porosity Ipermeabili ty
relationship
q
= well production after acid treatment,
m
3
Is
cu ft/s)
qo = well
production
prior
to
acid treatment,
m Is cu ft/s)
r =
radial space dimension, m ft)
r
d
=
drainage radius, m ft)
rHF rate
of
disappearance
of
HF,
kg HF/m
.
s Ibm HF/sq ft·s)
- rHF
-rHF
rate of disappearance of
HF
due to
reaction
of HF
with silicates,
kg HF/m
2
·s
Ibm HF/sq ft·s)
rate of disappearance of
HF
due to
reaction
of
HF with quartz,
kg
HF/m
2
·s Ibm HF/sq ft·s)
rw
=
well radius, m ft)
R
average reaction in a pore,
kg
acid/m
2
·s
Ibm
acid/sq ft·s)
specific surface area of quartz, m
2
m
3
sq
ft/cu
ft)
specific surface area of silicates, m
2
/m
3
sq
ftlcu
ft)
specific surface area
of
all solids, m
2
/m
3
sq ftlcu ft)
t
=
time, seconds
u = volumetric flux, m
3
1m2
·s cu
ftlsq
ft·s)
U
qtz
specific volume of quartz, m
3
/m
3
cu ftlcu ft)
usil specific volume of silicates, m
3
1m
3
cu ftlcu ft)
39
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V
t
specific volume
of
all solids, m
3
/m
3
(cu ft/cu ft)
Vr volume of rock dissolved, m
3
(cu ft)
x
space dimension in linear flow system, m
(ft)
Xi
moles of acid expended per cubic meter
(35.3 cu ft) of rock dissolved
a stoichiometric factor (solid dissolved per
acid reacted), kg/kg (Ibm/Ibm)
{
constant
r
gamma function
J pore-size distribution, m - 5 (ft - 5)
Ps density
of
a solid, kg/m
3
(Ibm/cu ft)
7
transformed time variable
¢ r) porosity at radius r
¢c
= porosity after carbonates have been
removed
¢o initial porosity
1 ;_
pore growth function, m
2
/s (sq ft/s)
cknowledgments
We
thank
the Texas Petroleum Research Committee
for sponsoring this work and the U. of Texas for
University Fellowship support of one of the authors.
We also express our appreciation to Halliburton
Services for conducting additional experiments and
to Charles R. Williamson for performing the
petrographic analyses.
References
1. Smith,
C.F. and
Hendrickson, A.R.:
Hydrofluoric
Acid
Stimulation
of
Sandstone Reservoirs," J Pet. Tech. (Feb.
1965) 215-222; Trans. AIME, 234.
2. Gatewood,
J.R.,
Hall, B.E., Roberts,
L.D., and
Lasater,
R.M.: "Predicting Results
of
Sandstone Acidization," J
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Tech. (June 1970) 28, 693-700.
3. Lund, K., Fogler,
H.S., and
McCune, C.C.: "Acidization I -
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the Dissolution
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(March 1973) 28, 691-700.
4. Fogler, H.S.
and
Lund, K.: "Acidization III - The Kinetics
of
the Dissolution
of
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in
HF/HCI Mixtures," Chem. Eng. Sci. (Nov.
1975
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5. Lund, K., Fogler,
H.S.,
and McCune, C.C.: "Predicting the
Flow
and
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of
HCIIHF Acid Mixtures in Porous
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Cores,
Soc. Pet. Eng. J (Oct. 1976 248-260;
Trans. AIME, 261.
6. Smith,
C.F.,
Rose, W.M., and Hendrickson, A.R.:
Hydrofluoric Acid Stimulation - Developments for Field
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1284 presented at
SPE
40th Annual
Meeting, Denver, Oct. 3-6,1965.
7. Farley, J.T.,
Miller, B.M., and Schoettle, V.: "Design Criteria
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8. Lund,
K.
and Fogler, H.S.: "Acidization
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The Predictions
of
the Movement
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in
Sand
stones, Chem. Eng. Sci.
(May 1976) 31, 381-392.
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and
McCune, C.C.:
On
the Extension
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(July 1976) 22, 799-805.
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and
Whiteley, M.E.: "Hydrofluoric Acid
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(Sept.
1971) 306-314;
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AIME, 251.
11.
Williams, B.B.:
Hydrofluoric
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J Eng. Ind. Trans. ASME (Feb. 1975) 252-
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12.
Templeton, C.c., Richardson,
E.A.,
Karnes,
G.T., and
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J Pet. Tech.
(Oct. 1975) 1199-1203.
40
13.
Williams, B.B., Gidley,
G.L.,
and Schechter, R.S.: Acidizing
Fundamentals Monograph Series, Society of Petroleum
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Labrid, J .C.: "Thermodyn amic and Kinetic Aspects
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1975) 117-128.
15. Schechter, R.S. and Gidley,
J.L.:
The Change in Pore Size
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Guin, J .A.: "Chemically Induced Changes in Porous Media,"
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17. Glover, M.C. and Guin,
J.A.:
"Dissolution
of
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AIChE
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18. Blumberg, A.A.: "Differential Thermal Analysis and
Heterogeneous Kinetics: The Reaction
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Vitreous Silica with
Hydrofluoric
Acid, J. Chem. Phys.
(July 1959) 1129-1132.
19. Hill, A.D.:
Flow and
Simultaneous Heterogeneous Reactions
in Porous
Media,
Report No. UT 78-1, Texas Petroleum
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TX
(1978);
PhD
disseration, U.
of Texas, Austin (1978).
20. Reigle, E.G.:
A
Study
of
the Effect
of
Core Size on Apparent
Pore Size Distribution,"
MS
thesis, U.
of
Texas, Austin (June
1962).
21. Smith, C.S.: A Systems Engineering Approach to the
Simulation
of
Distributed Parameter Processes,"
PhD
dissertation, Heriot-Watt U., Edinburgh, Scotland (Oct.
1975).
22.
Gear, C.W.:
The
Automatic Integration
of
Ordinary Dif
ferential
Equations, Comm. ACM March
1971) 185-190.
23. Lindsay, D.M.: An Experimental Study
of
Sandstone
Acidization," Report No.
UT
76-1, Texas Petroleum Research
Committee, Austin (July 1976).
24. Born, H.K.H.: The Mechanism of the Dissolution of Silica in
Hydrochloric-Hydrofluoric Acid Mixtures,"
PhD
disser
tation, U.
of
Texas, Austin (May 1976).
25. Mowrey, S.L.: The Theory
of
Matrix Acidization and the
Kinetics
of
Quartz-Hydrogen Fluoride Acid Reactions,"
Report No. UT 73-4, Texas Petroleum Research Committee,
Austin (Sept. 1973).
26. Wollast, R.: The Silica
Problem, Sea
M.N. Hill
et
al
(eds.),
John
Wiley and Sons Inc., New York City (1974) 359-
392.
27. Owen, L.B.: "Precipitation
of
Amorphous Silica from High
Temperature Hypersaline Geothermal Brine," Publication
OCRL-51866, Lawrence Livermore Nat . Labora tory,
Livermore,
CA
(June 1975).
28. Bergman, 1.: "Silica Powders of Respirable Sizes IV. The
Long-Term Dissolution
of
Silica Powders in Dilute
Hydrofluoric Acid:
An
Anisotropic Mechanism
of
Dissolution
for the Coarser Quartz Powders,"
J Appl. Chem.
(Aug. 1963)
356-361.
29. Osthaus, B.B.: "Chemical Determination
of
Tetrahedral Ions
in Nontronite and Montmorillonite,"
Clays and Clay
Minerals A. Swineford and N. P lummer (eds.) Nat . Research
Council Publication 327, Washington, DC (1954).
30. Sinex, W.E.
Jr.,
Schechter, R.S., and Silberberg,
LH.:
"Dissolution of a Porous Matrix by Slowly Reacting Flowing
Acids,"
Ind. Eng. Chem. Fundam.
(May 1972) 205-209.
31. Champion, L.S.: The Ultimate Yield from Oil Well
Stimulation with Acids,"
MS
thesis, U.
of
Texas, Austin
(1970).
PPENDIX
A
Capillary Model
In this model, the porous medium is approximated as
a collection
of
cylindrical pores all having the same
length
L.15-17
The distribution
of
pore areas
is
defined by a pore-size distribution
J A,x, t),
where
1J A,x,t)dA is the number of pores per unit volume
having a cross-sectional area between A and A +
dA.
It
can be shown 15 that the two importan t matrix
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properties - porosity and permeability - are given
by
cf>(x,t) = L ~
1](A,x,t)dA
A-I)
and
k(x,t)
o
ko r A
2
1](A,X,t)dA
o
~ O O
21]
(A,x,O)dA
o
, A-2)
where
ko is
the initial permeability.
It is
evident that
knowledge
of
the pore-size distribution during the
acidization process would yield predictions
of
porosity and permeability throughout the reaction
region. An equation, called the evolution equation,
describing the behavior of the pore-size distribution
has been derived based on the concepts that the pores
continuously are being enlarged due to acid attack
and that, as the pores become larger, the walls
separating adjacent pores may dissolve, leaving a
single pore having an area equal to the sum of the
original areas. These concepts can be expressed in
mathematical terms as
a ] + /;1])
= L
[ ; (A,X,
t)
1] (A - A,X,
t)
at vA 0
1] (A,X,t)dA - ext1 ; (A,X,
t)
o
+1/;(A,x,t) ]1](A,x,t)1](A,x,t)dA } A-3)
1/;(A,x,t) is the pore-growth function defined by
dA
dt
= 1/;(A,x,t). .
A-4)
Note that 1 ; depends on the many factors governing
the overall reaction rate in a pore. These factors
include acid concentration, pore geometry, dif
fusion, and surface reaction rate. Knowledge
of
what
takes place in a single pore
is
required to determine
the evolution
of
the pore sizes. However, the solution
of
the integrodifferential equation Eq. A-4)
is
complex, and a numerical approach generally is
required.
PPENDIXB
Overall Reaction Rates
Guin 16 has developed overall reaction rates for a
number
of
cases, and these general results are not
discussed here. There are, however, two limiting
cases that apply to the present study. If the reaction
rate
is
much larger than the rate
of
diffusion, which
is the case for the dissolution of carbonates, the
overall rate
is
diffusion controlled and
u
C·a
.f. - _1_ A2
for
A < A (B
la)
f HCI
- L2M2
P
s
P •• , -
and
~
36)2/3 aC
i
~ )
1/3
D 7rA
)
213
1/;HCI r 1I3)p
s
M2 2L
for
A
> Ap , B-Ib)
FEBRUARY
98
where
-2
18.IDuiL
M2) V2
Ap =
and
Di is
the molecular diffusivity
of
the acid. The
second limiting case is surface reaction controlled,
and
_
2hakC
i
V2
1/;(A,t) - A , B-2)
Ps
where
k is
a surface-reaction rate constant.
PPENDIXC
Numerical Techniques
As long as the 1 ; function is a separable function
of
C
i
and A having the form
1/;i = fe(Ci) fA
(A)
, C-l)
the evolution equation may be transformed so that it
may be solved independently from the acid balance
equations.
a ]
a[fA (A)1]] _
- [
r
(A- '
)
-
LJ1]
I \,T
aT aA 0
1]
(A,T)f
A
A)dA- VA (A) +fA
A)]
o
1](A,T)17(A,T)dA} ,
C-2)
where
t
T(X,t) =
fe(Ci)dt
.
C-3)
o
The 1 ; function used
to
model the reaction
of HF
and HCI with sandstone was
1/;=
1/;slow C
HF
)
for cf
>
cf>e, C-4)
where
°
or
A <
Ap
36
2
/
3
aC
i ~ ) 1/3
(Di
) 213
r 1I3)ps
M2
2L
for
A > Ap
C-5)
2hakC
HF
Y;
1/;slow C
HF
)
= A
2 , C-6)
Ps
and cf>e
is
the porosity after carbonates have been
removed. This 1 ; function assumes an initial dif
fusion-controlled reaction
of
acid with carbonates
followed by the slower reaction-rate controlled
reaction with silicates and quartz.
I t
should be noted
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that the
1 ;
fast function used in the model for A < A
is an approximation to the derived function (Eq. i
1). This approximation was necessary because the 1 ;
function proportional to A
2
causes a numerical
instability in the evolution equation. 16
As both
1 ;fast
and
1 ;slow
are separable functions of
C and A the evolution equation can be transformed
to Eq. C-2 and solved before the acid balance
equations. This solution was made using a modified
finite difference technique,16,17
and
the pore-size
distribution
1
7)
then was stored as input
to
the acid
balance equations. In this form the appropriate pore
size distribution can be obtained, given a value of
7.
To obtain 7, the time dependence of the acid con
centration at a point must be established and the
integral defined by Eq. C-3 evaluated.
The initial condition needed
to
solve the evolution
equation
is
the initial pore-size distribution 1/ A,x,O).
For
the Berea sandstone studied, the original pore
size distribution was obtained from mercury in
jection data taken by Core Laboratories Inc. A
comparison of these
data
with those obtained by
Reigle
20
in studies
on
several sandstones indicated
that
the pore-size distributions differed little for the
various sandstones. Thus, it
is
felt that the initial
pore-size distribution of Berea sandstone
is
an ap
propriate initial condition when studying many other
sandstones as well.
Once the pore-size distribution has been
established, the acid balance equations (Eqs. 2 and
42
3), the A
clay
equation (Eq. 14),
and
the
7
integral
(Eq. 22) all must be solved simultaneously. This
solution was accomplished using a previously
developed program
21
for solving coupled partial and
ordinary differential equations. The program em
ploys orthogonal collocation to generate a system of
ordinary differential equations, which then are
solved using Gear's method
22
for stiff systems. The
complete details
and
computer program are
presented elsewhere. 19
SI Metric onversion Factors
bbl
x
1.589873
E-Ol
= m
3
cu ft
x
2.831 685 E - 02
= m
3
of
F -
32)/1.8
=oC
ft x
3.048*
E-01
m
gal
x
3.785412
E-03
m
3
in. x 2.54*
E+Ol mm
Ibm
X
4.535924
E-01
kg
Ibm mol
x
4.535924
E-01
kmol
mL x 1
cm
3
psi
x
6.894757
E-03
MPa
sq ft
x
9.290304* E-02 m
2
'Conversion factor
is
exact.
SP J
Original manuscripl received in Sociely of Pelroleum Engineers office May
19, 1977. Revised manuscripl received Dec. 27 1979. Paper accepled for
publicalion
Aug.
13
1980. Paper SPE 6607)
firsl
presenled
al
Ihe SPE 1977 Inll
Symposium on Oilfield and Geolhermal Chemislry, held in La Jolla, CA, June
27·28.
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