Interpretation of interwell connectivity tests in a waterflood system

PETROLEUM EXPLORATION & PRODUCTION  
PETROVIETNAM JOURNAL  
Volume 6/2021, pp. 18 - 36  
ISSN 2615-9902  
INTERPRETATION OF INTERWELL CONNECTIVITY TESTS  
IN A WATERFLOOD SYSTEM  
Dinh Viet Anh1, Djebbar Tiab2  
1Petrovietnam Exploration Production Corporation  
2University of Oklahoma  
Email: anhdv@pvep.com.vn; dtiab@ou.edu  
Summary  
This study is an extension of a novel technique to determine interwell connectivity in a reservoir based on fluctuations of bottom  
hole pressure of both injectors and producers in a waterflood system. The technique uses a constrained multivariate linear regression  
analysis to obtain information about permeability trends, channels, and barriers. Some of the advantages of this new technique are  
simplified one-step calculation of interwell connectivity coefficients, small number of data points and flexible testing plan. However, the  
previous study did not provide either in-depth understanding or any relationship between the interwell connectivity coefficients and  
other reservoir parameters.  
This paper presents a mathematical model for bottom hole pressure responses of injectors and producers in a waterflood system.  
The model is based on available solutions for fully penetrating vertical wells in a closed rectangular reservoir. It is then used to calculate  
interwell relative permeability, average reservoir pressure change and total reservoir pore volume using data from the interwell  
connectivity test described in the previous study. Reservoir compartmentalisation can be inferred from the results. Cases where producers  
as signal wells, injectors as response wells and shut-in wells as response wells are also presented. Summary of results for these cases are  
provided. Reservoir behaviours and effects of skin factors are also discussed in this study.  
Some of the conclusions drawn from this study are: (1) The mathematical model works well with interwell connectivity coefficients  
to quantify reservoir parameters; (2) The procedure provides in-depth understanding of the multi-well system with water injection in  
the presence of heterogeneity; (3) Injectors and producers have the same effect in terms of calculating interwell connectivity and thus,  
their roles can be interchanged. This study provides flexibility and understanding to the method of inferring interwell connectivity from  
bottom-hole pressure fluctuations. Interwell connectivity tests allow us to quantify accurately various reservoir properties in order to  
optimise reservoir performance.  
Different synthetic reservoir models were analysed including homogeneous, anisotropic reservoirs, reservoirs with high permeability  
channel, partially sealing fault and sealing fault. The results are presented in details in the paper. A step-by-step procedure, charts, tables,  
and derivations are included in the paper.  
Key words: Interwell connectivity, multi-well testing, waterflood system, well test analysis, reservoir characterisation.  
1. Introduction  
The previous study carried out by Dinh and Tiab has  
introduced a new technique to infer interwell connectivity from  
bottom-hole pressure fluctuations in a waterflood system. The  
technique was proven to yield good results based  
on numerical simulation models of various cases of  
heterogeneity [1].  
In this study, an analytical model for multi-  
well system with water injection was derived for  
the technique. The model is based on an available  
solution for a fully penetrating vertical well in a  
closed rectangular multi-well system and uses  
the principle of superposition in space. Based on  
Date of receipt: 5/4/2021. Date of review and editing: 5 - 13/4/2021.  
Date of approval: 11/6/2021.  
This article was presented at SPE Annual Technical Conference and Exhibition and licensed  
by SPE (License ID: 1109380) to the republish full paper in Petrovietnam Journal.  
PETROVIETNAM - JOURNAL VOL 6/2021  
18  
PETROVIETNAM  
analytical analysis, a new technique to analyse data of  
interwell connectivity test was developed. This technique  
utilises the least squares regression method to calculate  
the average pressure change. Thus, reservoir pore volume,  
average reservoir pressure and total average porosity can  
be estimated from available input data. The results were  
verified using a commercial black oil numerical simulator.  
2. Literature review  
In 2002, Albertoni and Lake developed a technique  
calculating the fraction of flow caused by each of the  
injectors in a producer [2]. This method uses a constrained  
Multivariate Linear Regression (MLR) model. The model  
introduced by Albertoni and Lake, however, considers  
only the effect of injectors on producers, not producers on  
producers.AlbertoniandLakealsointroducedtheconcepts  
and uses of diffusivity filters to account for the time lag and  
attenuation occuring between the stimulus (injection) and  
the response (production) [2]. Yousef et al. introduced the  
capacitance model in which a nonlinear signal processing  
model was used [3]. Compared to Albertoni and Lake’s  
model which was a steady-state (purely resistive),  
the capacitance model included both capacitance  
(compressibility) and resistivity (transmissibility) effects.  
The model used flow rate data and could include shut-in  
periods and bottom hole pressures (if available). However,  
the technique is somewhat complicated and requires  
subjective judgement.  
The practical value of interwell coefficients was  
investigated. In order to derive the relationship between  
interwell connectivity coefficients and other reservoir  
parameters, a pseudo-steady state solution of the  
previously mentioned model was used. The wells were  
fully penetrating vertical wells flowing at constant rates.  
The investigation proves that the interwell coefficients  
between signal (active) and response (observation) wells  
are not only associated with the properties between the  
two wells but also the properties at the signal wells. To  
calculate Relative interwell permeabilities, we assumed the  
properties at the signal wells are constant. Thus, by varying  
permeability between well pairs to match the Relative  
interwell connectivity coefficient calculated from analytical  
model and simulation results, the interwell permeabilities  
can be found. Different cases of heterogeneous synthetic  
fields were considered including anisotropic reservoir,  
reservoir with high permeability channel, partially sealing  
fault and sealing fault. In the sealing fault case, the results  
indicated 2 groups of average reservoir pressure change  
corresponding to 2 reservoir compartments. Thus,  
reservoir compartmentalisation can be detected.  
Recently, Dinh and Tiab [1] used a similar approach  
as Albertoni and Lake [2]; however, bottom-hole pressure  
data were used instead of flow rate data. Some constraints  
were applied to the flow rates such as constant production  
rate at every producer and constant total injection rate.  
Some advantages of using bottom-hole pressure data  
are: (a) Diffusivity filters are not needed, (b) Only minimal  
number of data points are required and (c)The programme  
for collecting data is flexible.  
The technique presented in the previous paper  
requires several constraints including constant production  
rates and constant total injection rates. These constraints  
make it difficult to apply the technique in a real field  
situation where production rates are hardly kept constant.  
In this study, the systems with constant injection rates  
and changing production rates were investigated. The  
obtained interwell connectivity coefficients were almost  
the same as the results from the case with constant  
production rates and changing injection rates. The  
technique is also applicable for fields with only producers;  
where some producers are used as signal wells and others  
as response wells provided that all assumptions are valid.  
This suggests the technique is applicable to depletion  
fields as well. Also, response wells can act as shut-in wells.  
This study is to extend the work by Dinh and Tiab [1]  
on interwell connectivity calculation from bottom-hole  
pressure in a multi-well system. The purpose of this paper  
is to incorporate a pseudo-steady state analytical solution  
for closed system to the problem. Thus, other reservoir  
parameters such as relative interwell permeability, and  
reservoir pore volume can be quantified. This paper also  
provides in-depth understanding of the method and its  
applications.  
3. Analytical approach  
Numerousstudiesconcerningmulti-wellsystemshave  
been carried out. Bourgeois and Couillens [4] provided a  
technique to predict production from well test analytical  
solution of multi-well system. Umnuayponwiwat et al.  
investigated the pressure behaviour of individual well  
in a multi-well closed system [5]. Both vertical well and  
horizontal well pressure behaviours were considered.  
This new study provides a tool to analyse reservoir  
heterogeneity and to have a better understanding of  
multi-well systems with the presence of both injectors  
and producers.  
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROLEUM EXPLORATION & PRODUCTION  
Valko et al. developed a solution for productivity index  
for multi-well system flowing at constant bottom-hole  
pressure and under pseudo-steady state condition [6].  
Marhaendrajana et al. introduced the solution for well  
flowing at constant rate in a multi-well system [7, 8].  
The solution was used to analyse pressure build-up test  
and to calculate the average reservoir pressure using  
decline curve analysis. Lin et al. [9] proposed an analytical  
solution for pressure behaviours in a multi-well system  
with both injectors and producers based on the work by  
Marhaendrajana et al. [7].  
Equation 1 is valid for pseudo-steady state flow and  
can be rewritten as below:  
nwell  
141.2B  
µ
p −p  
(
x,y  
)
=
a
[
xD , yD, xwDn, ywDn, xeD , y ,tAD qn  
]
(7)  
n
eD  
ini  
kh  
i=1  
Equation 7 is the pressure response at point (xD, yD)  
due to a well n at (xwDn, ywDn) in a homogeneous closed  
rectangular reservoir. The influence function (an) can  
be different for different wellbore conditions as well  
as flow regimes (horizontal well, partial penetrating  
vertical well, fractured vertical well, etc.). This study only  
considered the case of fully penetrating vertical well in a  
closed rectangular reservoir under pseudo-steady state  
condition.  
3.1. Analytical model application  
Considering a multi-well system with producers or  
injectors and initial pressure pi, the solution for pressure  
distribution due to a fully penetrating vertical well in a  
close rectangular reservoir is as follows [8, 10]:  
Equation 7 is applicable to a field where all the wells  
are either producing or injecting. Lin and Yang [9] have  
extended the model to a field with both injectors and  
producers based on the model suggested by Equation 7  
as shown below:  
nwell  
(1)  
p (x , y ,t )= q a  
(
x y ,xwD,i , ywD,i ,x , y ,  
[tDA tsDA  
]
)
,
D
D
D
DA  
D,i  
i
D
D
eD eD  
i=1  
In  
pr  
141.2B  
kh  
µ
L
pini p  
(
x, y  
)
=
a
[
xD , yD , xwDj , ywDj xeD , yeD ,tAD  
]
q
J
j
j
where the dimensionless variables are defined in field  
units as follows:  
L j=1  
K
(8)  
ninj  
Y
L
x
A
a
[
xD , yD , xwDi , ywDi , xeD , yeD ,tAD q  
]
i Z  
i
xD =  
(2)  
(3)  
(4)  
L
[
i=1  
y
A
where i and j denote injectors and producers,  
respectively. Equation 8 is for a homogeneous reservoir  
with initial reservoir pressure (pini) equal everywhere.  
Applying Equation 8 to each time interval of an interwell  
connectivity test, since the total injection and production  
are kept constant, the average reservoir pressure change  
is assumed to be constant for every time interval. The first  
term in the bracket on the right-hand side of Equation  
8 is constant due to constant rates at every producer  
throughout the test. Applying to each time interval in the  
interwell connectivity test, assuming the initial pressure  
at the beginning of each interval increases at the same  
rate as the average reservoir pressure (Δpave), Equation 8  
can be rewritten as:  
yD =  
kh  
141.2qref Bµ  
pD =  
(
pini − p  
(
x, y, t))  
kt  
φctµA  
(5)  
tDA = 0.0002637  
ai is the influence function equivalent to the  
dimensionless pressure for the case of a single well in  
bounded reservoir produced at a constant rate. Assuming  
tsDA= 0, the influence function is given as:  
1
2
ai  
(
xD , yD , xwD,i , ywD,i , xeD , yeD ,tDA  
)
=
E
∑ ∑  
1
m=−∞ n=−∞  
2
F
2 V  
(
xD + xwD,i + 2nxeD  
)
+
(
yD + ywD,i + 2my  
)
eD  
G
W
141.2Bµ  
4tDA  
G
H
W
X
p −p  
(
x,y =  
)
ave  
kh  
xD, yD,xwDi , ywDi x ,y ,t  
(9)  
2
2 V  
n
F
inj a  
[
]
q +p  
Z
(
xD xwD,i + 2nxeD  
)
)
)
+
(
yD + ywD,i + 2my  
)
)
)
I
Y
eD  
(6)  
+ E  
+ E  
+ E  
1G  
W
,
J
K
i
eD eD AD  
i
pr  
4tDA  
2
G
H
W
X
i=1  
[
F
2 V  
(
xD + xwD,i + 2nxeD  
+
(
yD ywD,i + 2my  
where  
eD  
1G  
W
npr  
µ
4tDA  
2
G
H
W
X
141.2B  
∆p =  
a
[
xD , yD, xwDj , ywDj xeD, y ,tAD  
]
qj +∆p  
ave (10)  
pr  
j
eD  
2 V  
kh  
F
j=1  
(
xD xwD,i + 2nxeD  
+
(
yD ywD,i + 2my  
eD  
1G  
W
4tDA  
pave = pini − ∆pave  
G
W
H
X
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROVIETNAM  
∆pave  
Both ∆ppr and  
are assumed to be constant.  
pressure at injector i (pi) on producer j. Δt is the length  
of the time interval as the injection rates were changed  
after each time interval. Including the average reservoir  
pressure, pave to Equation 15, we have:  
Applying Equation 9 for a point at the circumference of  
the well bore of producer j’ and taking into account the  
skin factor, we obtain:  
I
141.2Bµ  
pave − pwf , j'  
(
∆t  
)
= β0 j' + pave  
β p  
(16)  
pave − pwf , j'  
(
xwDj', ywDj'  
)
=
ij' wf ,i  
kh  
i=1  
(11)  
ninj  
I
L
L
K
Y
L
One of the properties of Equation15 is:  
a
[
xwDj', ywDj' + rwDj', xwDi , ywDi , yeD  
]
qi + sj'q + ∆p  
J
j'Z  
ij'  
pr  
I
L
[
i=1  
β
= 1  
(17)  
ij'  
i=1  
where the third term in the bracket accounts for the  
skin at well j. For injector i, we have:  
Thus Equation 16 becomes:  
141.2Bµ  
I
pave − pwf ,i'  
(
x
wDi', ywDi' =  
)
β
+
β
(
pave − pwf ,i  
)
pave − pwf , j'  
=
(18)  
0 j'  
ij'  
kh  
(12)  
i=1  
n
inj  
I
J
K
Y
a
[
x
wDi', ywDi' + rwDj', xwDi , ywDi , yeD  
]
q + s q + ∆p  
i' Z  
ii'  
i
i'  
pr  
Marhaendrajana et al. introduced the concept of  
interference effect as a regional pressure decline to  
analyse pressure build-up data at a production well [8].  
Lin and Yang extended the work to a field with both  
injectors and producers [9]. Their solutions basically state  
that the pressure response of a well (injector or producer)  
in a multiwell system is affected by the flow rate at the  
well plus an interference effect due to other wells in the  
field flowing under the pseudo-steady state. The solution  
for a producer (j’) can be written as:  
i=1  
[
To simplify the problem, we assume all skin factors are  
equal to zeros. Equations 11 & 12 can be rewritten for each  
time interval as:  
I
141.2Bµ C  
S
p
ave − pwf , j' = −  
q a + ∆p for j’ = 1...J (13)  
D
ij' T  
ij'  
pr  
kh  
E
i=1  
U
I
141.2Bµ C  
S
(14)  
pave − pwf ,i' = −  
q a + ∆p for i’ = 1...I  
D
ii' T  
ii'  
pr  
kh  
E
i=1  
U
where qij’ = qii’ = qi are the flow rates at injectors (signal  
wells).  
141.2Bµ  
p pwf, j'  
(
xwDj', ywDj',t  
)
=
[
q
(
a 2πtDA  
)
+2π∆qtottDA  
]
(19)  
ini  
j' j'j'  
kh  
For injector i, we have  
3.2. Interpretation of interwell connectivity coefficients  
using bottom-hole pressure data  
p −pwf i'  
(
xwDi'  
,
y
,
wDi' t  
)
ini  
,
(20)  
141.2B  
µ
=
[q  
(
i' ai'i'+2  
π
tDA  
)
+2 qtottDA  
π
]
Now, let us consider the interwell connectivity test.  
In order to obtain better results, the reservoir should  
reach pseudo-steady state before the test begins.  
Different testing schemes were also considered including  
(a) injectors as response wells, (b) producers as both  
response and signal wells and (c) shut-in wells as response  
wells. The response wells need to be directly affected by  
the signal wells. The case where total injection equals to  
total production is not considered for the test due to the  
reason stated in the previous publication [1].  
kh  
npr  
ninj  
∆q = q −  
q
i. Equations 19 and 20 state  
where  
∑ ∑  
tot  
j
that the pressure change i=a1t a producer or injector is a  
j =1  
combination of two terms as shown on the right-hand  
sides of the two equations. The first term is proportional  
to the flow rate of the well itself and the second term  
accounts for the regional effect of other wells. In our case,  
the second term in the brackets is constant for each time  
interval. Using the material balance, we have:  
In the previous study, Dinh and Tiab [1] defined the  
interwell connectivity coefficients using the bottom-hole  
pressure data that satisfy the equation:  
∆pave 0.23394B  
∆t  
(21)  
=
∆qtot  
ctVp  
I
where the constant 0.23394 is the conversion factor  
for field units and Vp is the reservoir pore volume in  
reservoir barrels. Applying the definition of tDA (Equation  
5) and Equation 21 to the second term in the right-hand  
side bracket, Equation 20 becomes:  
ˆ
pj  
(
∆t  
)
=
β0j  
+
β
ij pi  
(
∆t for j = 1...J  
)
(15)  
i=1  
ˆ
pj  
(
∆t  
β
)
where  
is the bottom-hole flowing pressure  
is a constant and  
coefficient accounting for the effect of bottom-hole  
β
at producer j,  
is the weighting  
ij  
0j  
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROLEUM EXPLORATION & PRODUCTION  
(29)  
β0 j' = ∆ppr (∆teq )  
pini − pwf ,i'  
(
xwDi', ywDi',t  
)
(22)  
141.2B  
kh  
µ
Equation 28 indicates that the interwell connectivity  
coefficient βij reflects the effect of both the flow rates at  
the signal wells and the influence of other wells on the  
=
[qi'  
(
ai'i' + 2  
π
tDA + ∆pave(t)  
)
]
Moving Δpave to the left-hand side, Equation 22  
can be rewritten for each time interval of the interwell  
connectivity test as:  
I
aij'  
aii +2πtDA  
= 1  
, pave on both sides is  
signal wells. Since  
(
)
i=1  
cancelled out and Equation 27 can also be written as:  
141.2Bµ  
pave(t)  pwf ,i'  
(
xwDi', ywDi', t  
)
=
[
qi'  
(
ai'i' + 2πtDA  
)
]
I
(23)  
(24)  
aij'  
aii + 2πtDA  
kh  
pwf , j'  
=
p
(
xwDi , ywDi  
)
+ ∆ppr (∆teq )  
(30)  
wf ,i  
(
)
i=1  
p (t)− pwf ,i'  
(
x
wDi', ywDi', t  
)
ave  
I
I
q =  
or  
aij'  
π
i'  
141.2B  
kh  
µ
β
Eventhough  
and  
arebothequal  
ij'  
[
(
ai'i' + 2 tDA  
π
)
]
(
aii +2  
tDA  
)
I
i=1  
to 1, the meaninig=s1 are different for each case.  
β =1  
ij'  
Substitute qi’ defined in Equation 24 into Equation 13,  
i=1  
indicates the pressure fluctuation at the response wells  
we have:  
I
aij'  
I
aij'  
aii +2  
=1  
due to signal wells only while  
indicates  
p − pwf,j'  
=
[
p − p  
(
xwDi , ywDi  
)
]
+ ∆ppr  
(25)  
ave  
ave  
wf,i  
(
aii + 2πtDA  
)
i=1  
(
π
tDA  
)
i=1  
a state of pressure distribution due to pseudo-steady  
state flow after the period Δteq.  
Equation 25 can only be applied to the pseudo-steady  
state flow and equivalent to Equation 18 if the following  
condition satisfied:  
Since the interwell connectivity coefficients were  
calculated without the knowledge of pressure history  
during each time interval, it is reasonable to apply the  
pseudo-steady state equation (Equation 25) with the  
flow duration of Δteq to each pressure data. Thus, the  
original test system is now set to an equivalent pseudo-  
steady state system with the time interval of Δteq. The  
model works with the assumption that the bottom-hole  
pressures at the response wells reach pseudo-steady state  
before the rates at the signal wells are changed.  
I
I
aij'  
aii + 2πtDA  
β =  
= 1  
(26)  
ij '  
(
)
i=1  
i=1  
NoticethatEquation25doesnotdependonproduction  
history and holds true for any time interval assuming the  
I
aij'  
pseudo-steady state flow. The sum  
can be  
(
aii +2πtDA  
)
i=1  
set to 1 by adjusting the time duration (Δt). The equivalent  
time duration (Δteq) obtained indicates the time of the  
pseudo-steady state required so that Equation 26 is satisfied  
3.3. Model verification  
at the response well. Thus, Equation 25 can be written as:  
I
In order to verify the analytical model,  
2
p
ave − pwf , j'  
=
[
p
ave − pwf ,i  
(
x
wDi , ywDi  
)
]
i=1  
homogeneous synthetic fields were used. One field has  
5 injectors and 4 producers (the 5×4 synthetic field) and  
the other has 25 injectors and 16 producers (the 25×16  
synthetic field). The used reservoir simulator was ECLIPSE  
100 Black Oil Simulator. Figures 1 and 2 show the grid  
systems for the 2 models and the well locations with I  
and J indicating injector and producer respectively.  
The grid configuration for the 5×4 synthetic field was  
73×73×5 and for the 25×16 synthetic field was 59×59×5.  
The dimensions for the 5×4 synthetic field were 3100  
ft × 3100 ft × 60 ft and for the 25×16 synthetic field  
were 5900 ft × 5900 ft × 60 ft. The initial static reservoir  
pressure was 650 psia. Other reservoir properties for the  
homogeneous case are shown in Table 1. One-phase  
flow of water was assumed. The 5×4 synthetic field was  
run for 50 months representing 50 data points (time  
(27)  
aij'  
+ ∆p (∆teq )  
pr  
(
aii + 2πtDA  
)
I
aij'  
where  
and ∆ppr (∆teq ) is the  
= 1  
(
aii +2πtDA  
)
i=1  
pressure change defined by Equation 10 corresponding  
to ∆teq ∆ppr (∆teq ) depends on the pseudo-steady state  
.
initial pressure, the total field flow rate and the influence of  
producers, but not on the actual time interval. Thus, with  
the same total field flow rate (Δqtot), assuming the pseudo-  
∆p (∆t )  
steady state has been reached,  
any test time interval (Δt). Equation 27 is true for any pave.  
Since Equations 27 and 18 are now equivalent, we should  
is constant with  
pr  
eq  
have:  
aij'  
with i = 1…I and j’=1…J  
(28)  
β =  
ij'  
(
aii + 2πtDA  
)
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROVIETNAM  
Table 1. Input data for homogeneous simulation models  
Horizontal permeability  
Vertical permeability  
Porosity  
Viscosity  
Initial reservoir pressure  
Water saturation  
kh = 100 mD  
kv = 10 mD  
φ = 0.3  
μ = 2 cp  
pi = 650 psi  
Sw = 0.8  
Water compressibility  
Oil compressibility  
Rock compressibility  
Total compressibility  
Formation volume factor  
Wellbore radius  
cw = 1E-6 psi-1  
co = 5E-6 psi-1  
cr = 1E-6 psi-1  
ct = 2.8E-6 psi-1  
B = 1.03 bbl/STB  
rw = 0.355 ft  
Figure 1. Grid system for the 5×4 synthetic field (73×73×5).  
Figure 2. Grid system for the 25×16 synthetic field (59×59×5).  
Table 2. Interwell connectivity coefficient results from MLR for the 5×4 synthetic field  
P1  
-740.6  
0.25  
0.25  
0.22  
0.14  
0.14  
1.00  
P2  
-740.3  
0.26  
0.14  
0.21  
0.25  
0.14  
1.00  
Pꢀ  
-741.3  
0.13  
0.26  
0.22  
0.14  
0.25  
1.00  
Pꢁ  
-741.0  
0.14  
0.14  
0.22  
0.25  
0.25  
1.00  
Sum  
β
I1  
I2  
I3  
I4  
I5  
Sum  
0j (psia)  
-2963  
0.78  
0.78  
0.87  
0.78  
0.78  
Table 3. Interwell connectivity coefficient results from analytical solution with Δteq = 12.63 days for the 5×4 synthetic field  
P1  
P2  
Pꢀ  
Pꢁ  
Sum  
0.77  
0.77  
0.91  
0.77  
0.77  
I1  
I2  
I3  
I4  
I5  
Sum  
0.24  
0.24  
0.23  
0.15  
0.15  
1.00  
0.24  
0.15  
0.23  
0.24  
0.15  
1.00  
0.15  
0.24  
0.23  
0.15  
0.24  
1.00  
0.15  
0.15  
0.23  
0.24  
0.24  
1.00  
interval, Δt = 30 days), while the 25×16 synthetic field  
was run for 130 months. However, only data after the 2nd  
month were used to better satisfy the condition of over  
all pseudo-steady states.  
5×4 Synthetic field  
Both Equations 27 and 30 were used to verify the  
analytical model. The bottom-hole pressure calculated  
from Equations 15 and 30 were compared.The coefficients  
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROLEUM EXPLORATION & PRODUCTION  
calculated from the influence function were  
also compared to those obtained from  
simulation data. Investigation on the effect  
of different teq on the interwell connectivity  
coefficients was also carried out.  
500  
R 2 = 0.95  
480  
Δp (Δt ) = -760 psi  
pr eq  
460  
440  
420  
400  
380  
360  
340  
320  
Tables 2 and 3 show the interwell  
connectivity coefficients obtained from  
simulation data using MLR technique [1]  
and calculated from analytical solution  
with equivalent time Δteq = 12.63 days. The  
coefficients for each well pair from both  
tables are close with the difference less than  
10%.  
Simulated  
Calculated  
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49  
Time (month)  
Figures 3 and 4 show the results obtained  
from Equations 27 and 30 with the simulation  
results, respectively. The average pressures  
for analytical solution (Equation 27) were  
calculated using material balance equation  
(Equation 21). The constant term ∆ppr (∆teq)  
was calculated using trial-and-error method  
by matching 2 representative equivalent  
points on both graphs. The coefficient of  
determination (R2) does not depend on this  
constant term. Good match is observed on  
Figure 3 with R2 = 0.95. The error could be  
because the average reservoir pressure is not  
exactly constant due to the change in total  
compressibility. However, excellent match is  
observed in Figure 4. The constant terms Δppr  
(Δteq) for both cases are close to β0j calculated  
from simulation data using MLR technique  
(Table 2).  
Figure 3. Absolute values of (pave- pwf) from Equation 28 and from simulation results for well P-1, the 5×4  
homogeneous field.  
16320  
R2 = 1.00  
Δppr (Δteq) = -735 psi  
14320  
12320  
10320  
8320  
6320  
4320  
Simulated  
Calculated  
2320  
320  
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49  
Time (month)  
Figure 4. pwf results from Equation 30 and from simulation for well P-1, the 5×4 homogeneous field.  
Similar results were obtained for other  
producers. Thus, the analytical approach  
works well for the 5×4 homogeneous  
reservoir. Figure5showsaplotoftheconstant  
β0j' calculated from simulation results versus  
different length of the test time interval (Δt).  
β0j' for different Δt are almost the same with  
less than 1% difference. Hence, the results  
agree with the analytical model that the term  
Δppr (Δteq) = β0j' does not depend on the test  
time interval.  
-720  
P1  
P2  
P3  
P4  
Average  
-725  
-730  
-735  
-740  
-745  
-750  
-755  
-760  
25×16 Synthetic field  
5
10  
15  
20  
25  
30  
Similar procedure was used to verify  
the application of an analytical model to  
Time interval, dt (days)  
Figure 5. Plot of the term βoj' = Δppr (Δteq) versus different time interval (Δt), the 5×4 homogeneous field.  
PETROVIETNAM - JOURNAL VOL 6/2021  
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the 25×16 synthetic field. The equivalent  
time was found to be 5.87 days (Δteq = 5.87  
days). Again, Figure 6 shows the results  
obtained from Equation 30 for Well P1.  
Again, a perfect match was obtained for  
bottom-hole pressures calculated using  
Equation 30 and from simulation results.  
However, the pressure difference plots  
display a good match only at early time. The  
poor match at late time resulted in a low  
value of R2 (0.42). At a later time, as more  
water was pumped in, the change of water  
saturation became more significant. Since  
water and oil compressibility were different,  
the change in water saturation would lead  
to a change in total compressibility. Thus,  
the constant average reservoir pressure  
change assumption was violated. Pave used  
in Equation 27, which was calculated from  
material balance, was no longer accurate  
with changing total compressibility. When  
the actual average field pressure from  
simulation results was used for Equation  
27, we obtained a much better match as  
shown in Figure 7 (R2 = 0.92). Since excellent  
match was again obtained for bottom-hole  
pressure results even at late time (Figure 6),  
it was confirmed that once the well reaches  
pseudo-steady state, the bottom-hole  
pressure is independent from production  
history [6].  
50000  
45000  
40000  
35000  
30000  
25000  
20000  
15000  
10000  
5000  
R2 = 1.00  
Δppr(Δteq ) = -799 psi  
Simulated  
Calculated  
0
1
9 17 25 33 41 49 57 65 73 81 89 97 105 113 121  
Time (month)  
Figure 6. pwf results from Equation 30 and from simulation for well P-1, the 25×16 homogeneous synthetic  
field (Δteq = 5.87 days).  
700  
R2 = 0.92  
Δppr (Δteq) = -798 psi  
Simulated  
Calculated  
600  
500  
400  
300  
200  
100  
1
8 15 22 29 36 43 50 57 64 71 78 85 92 99 106 113 120 127  
Time (month)  
Figure 7. Absolute values of (pave- pwf) calculated and simulated with pave taken from simulation results for  
well P-1, the 25×16 homogeneous synthetic field (Δteq = 5.87 days).  
Different values of permeability were  
applied to the same reservoirs (the 5×4 and  
25×16 synthetic fields) to investigate the  
behaviour of the equivalent time (Δteq). Plots  
of permeability of both the 5×4 and 25×16  
synthetic fields vs. the equivalent time are  
shown on Figure 8. It is clear that as the  
permeability increases, Δteq decreases. The  
fact that Δteq of the 25×16 field was higher  
than that of the 5×4 field indicated that with  
the designed flow rates, the 25×16 field  
reached the pseudo-steady state quicker  
than the 5×4 field.  
45  
5×4 ꢀeld  
40  
25×16 ꢀeld  
35  
30  
25  
20  
15  
10  
5
0
0
20  
40  
60  
80  
100  
120  
140  
160  
180  
Formation permeability (mD)  
Figure 8. Equivalent time (Δteq) as a function of permeability, the homogeneous 5× 4 and 25×16 synthetic fields.  
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROLEUM EXPLORATION & PRODUCTION  
4. Calculation techniques for interwell connectivity tests  
Average pressure change calculation  
4.1. Least squares linear regression (LSLR) and  
multivariate linear regression (MLR) techniques  
Now, assuming constant B, µ, ct and Δpave, we can  
subtract the previous equation in the system of Equation  
31 from the next equation taking into account that Δppr  
stays constant. Thus, we have:  
Albertoni and Lake [2] introduced the Multivariate  
Linear Regression (MLR) technique to solve a system of  
linear equations for interwell connectivity coefficients  
using flow rate data. Dinh and Tiab [1] used the same  
technique to calculate interwell connectivity coefficients  
from bottom-hole pressure data. Least squares linear  
regression is another technique to solve a system of linear  
equations by least square fitting [11, 12]. According to  
Yousef et al., MLR technique is equivalent to least squares  
linear Regression (LSLR) [13]. Thus, using either MLR or  
LSLR is an option based on convenience. In this study,  
both MLR and LSLR were used. More details about LSLR  
technique are provided below.  
I
I
(2)  
(1)  
(
q(2) − q(1)  
)
M ij' − ∆pave = −  
(
p
p
− p  
− p  
)
)
ij'  
ij'  
wf , j'  
wf , j'  
L
L
i=1  
I
(3)  
wf , j'  
(2)  
wf , j'  
q(3) − q(2)  
)
M ij' − ∆pave = −  
(
L
L
(
(32)  
ij'  
ij'  
J
L
L
L
i=1  
M
I
(L)  
wf , j'  
(L1)  
wf , j'  
(
q(L) − q(L1)  
)
M ij' − ∆pave = −  
(
p
− p  
)
ij'  
ij'  
L i=1  
K
where Mij’ are coefficients account for the state of  
the well regardless of production history. Since the total  
injection rate was kept constant, when one equation was  
subtracted from the other, the sum of the rate differences  
was equal to zero. The sum of the resulting coefficients  
(Mij’) was also equal to zeros indicating that if the flow  
rates are kept constant and equal, the change of bottom-  
hole pressure is equal to the change of the average  
pressure. However, since Mij’ were calculated without the  
information of production rates, they do not reflect the  
actual state and are not used in the analysis.  
4.2. Calculation approaches  
Consider a system of J producers and I injectors where  
injectors are signal wells and producers are response  
wells. All wells are fully penetrating vertical wells. The  
reservoir is assumed to be homogeneous with constant  
rock properties. The fluid saturations are assumed to be  
constant. Single phase flow of a slightly compressible  
fluid of constant viscosity is also assumed. In an interwell  
connectivity test as described by Dinh and Tiab [1], the  
injection rates were changed after a constant time interval  
(Δt) while the production rates were kept constant  
and equal throughout the test. The total injection and  
production rates were also kept constant. The reservoir  
was assumed to have reached the pseudo-steady state at  
the end of each time interval.  
Equation 32 can be solved using either LSLR or MLR  
technique. In this study, LSLR was used to calculate Δpave.  
Δpave is positive when the average pressure increases and  
negative when it decreases. Assuming constant total  
compressibility and porosity, the reservoir pore volume  
(Vp) can be estimated using Equation 21. Knowing the  
initial static pressure, the average pressure after each time  
interval can be estimated by adding the total pressure  
change (Δpave), With the known total reservoir volume  
(Vb), the total porosity can also be calculated:  
Equations 18 and 19 were used as models for the  
interwell connectivity test. Thus, the equations were  
appliedtoeachtimeintervalduringthetest. Sincethetotal  
field-wise flow rate and the time interval are constant, the  
average reservoir pressure change is constant for every  
time interval. Let the superscript l be the order of the data  
points used for the test, we obtain a system of equations  
for L data points for producer jas follows:  
Vp  
Vb  
(33)  
φ
=
tot  
Least squares linear regression (LSLR)  
Considering the following model representing each  
data point:  
I
(34)  
Y = A0 + C1A + C 2 A2 +K+ C I AI +  
ε
I
L
L
141.2Bµ C  
S
(1)  
1
(1)  
D
q(1)a + ∆p = p  
ij ' T  
− p  
i=1  
I
ij '  
pr  
ave  
ave  
wf , j'  
kh  
141.2Bµ C  
E
U
where the response is Y. The regression model  
parameters are A0 and Ai, the explanatory variables are Ci  
and ε is random error (11, 12]. With (L-1) data sets, (I+1)  
estimated model parameters, we have the following  
equation:  
S
L
L
(2)  
D
q(2)  
a
ij ' T  
+ ∆p = p  
− p  
wf , j'  
(2)  
(31)  
ij'  
pr  
J
L
L
L
kh  
E
i=1  
U
M
I
141.2Bµ C  
L
S
(L)  
D
q(L)a T + ∆p pr = pave − p(L)  
E
i=1  
ij ' U  
ij '  
wf , j'  
kh  
K
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coefficients from analytical model and simulation results  
for each response well equal zero. Different from the  
interwell connectivity coefficients, the relative interwell  
permeabilities do not depend on the distance between  
wells and the position of the wells.  
C1(1)  
C1(2)  
M
C 2(1) M M C I(1)  
F
G
G
G
G
H
0 V  
W
Y
Y2  
F
1
1
V
W
W
W
W
A
F
G
G
G
G
V
W
W
W
W
X
1
G
C 2(2) M M C I(2)  
M M  
A
1 W  
(35)  
(36)  
G
G
G
=
×
W
W
X
M
M
M
M
M
1 C (L1) C 2(L1) M M C I(L1)  
YL1  
AI  
G
H
W
X
H
1
4.3. Calculation procedures  
The short form of Equation 35 is:  
Step 1: Obtain both flow rate and pressure data from  
the interwell connectivity test. The number of data points  
should be more than I+1 to get good results [1]. The time  
interval should be long enough for every well to reach the  
pseudo-steady state. However, if the reservoir is already in  
the pseudo-steady state, the time required for each well  
to reach the pseudo-steady state after each rate change  
will be much shorter than the time required for the  
reservoir to reach the pseudo-steady state from a static  
initial pressure [5]. The interwell connectivity coefficients  
can then be calculated using MLR method as described by  
Dinh and Tiab [1].  
Y = C × A  
By minimising the sum of the squared differences  
between the observed responses and the predicted  
responses for each set of Ci(l) , the least squares estimation  
of the parameter vector A is (11, 12]:  
C TC  
]
−1C TY  
(37)  
A =  
[
where CT is the transpose of C. For example, to solve  
Equation 32 for well j, we consider  
,
A0 = −∆pave  
,
Ai = M ij'  
(l +1)  
wf , j'  
(l)  
wf , j'  
(l+1)  
ij'  
(l)  
ij'  
C i(l)  
=
(
q
− q  
, and  
)
.
Y = −  
(
p
− p  
)
l
Relative interwell permeability calculation from interwell  
Step 2: Calculate the average reservoir pressure  
change corresponding to each producer, Δpave using  
Equation 32. Δpave for every producer should be close  
if all producers are connected to the same reservoir  
pore volume. The bulk volume (Vb) of the reservoir can  
also be calculated knowing the reservoir geometry. The  
pore volume and the total average porosity can then be  
calculated using Equations 21 and 33.  
connectivity coefficients using bottom hole pressures  
A direct relationship between interwell connectivity  
coefficients and the influence functions (aij) is presented  
in Equation 28, in which aij’ represents the connectivity  
between the 2 wells i and j’ and the term (aii + 2πtDA) is  
associated with the injector i. Thus, the permeability  
value in aij’ reflects the permeability between wells i  
and j’ relative to the permeability given to the injector i  
in the term (aii + 2πtDA). If permeability values given for  
every injector are equal, then the permeabilities in aij’ are  
relative to one another among injector - producer pairs  
and the permeability at the injectors. The equivalent  
time Δteq was calculated using trial-and-error technique  
with an assigned homogeneous permeability system  
Step 3: Define a homogeneous pseudo-steady state  
reference reservoir by assuming a reference permeability  
(kref). The kref should be representative of the entire  
reservoir. Further details about the characteristics of kref  
will be discussed later. The equivalent time interval (Δteq)  
corresponding to the reference reservoir can be calculated  
using trial-and-error method as described before.  
I
aij'  
aii + 2πtDA  
= 1  
. Thus, by  
to the injectors so that  
Step 4: Using kref and Δteq from Step 3, match the  
interwell connectivity coefficients from analytical  
equation (Equation 28) with those calculated from the  
bottom hole pressure data. The denominator in Equation  
28, (aii + 2πtDA), is associated with the injector i and is  
calculated using kref. The nominator is calculated using  
the relative interwell permeability (kir). Thus, kir is varied  
to obtain the match while kref is kept constant. The match  
is obtained when the percent error between interwell  
connectivity coefficients calculated from the analytical  
equation and simulation is 0%. The results include a value  
of kir for each injector - producer pair. These kir are relative  
interwell permeability corresponding to the assumed  
reference permeability.  
(
)
i=1  
varying permeability between each well pair so that  
aij'  
aii + 2πtDA  
= β  
ij' , the relative permeability among wells  
(
)
can be estimated.  
The reference reservoir is homogeneous with  
permeability equal to the one given to the signal wells  
(injectors). We call the permeability assumed for the signal  
wells reference permeability (kref) and the permeability  
accounting for the flow property between signal and  
response relative wells interwell permeability (kir). The  
matching process can be carried out using trial-and-  
error method by varying relative interwell permeabilities  
until the total difference between interwell connectivity  
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Table 4. Relative interwell permeability results for the 5×4 homogeneous synthetic field (kref = 100 mD, Δteq = 12.63 days)  
P1  
105  
104  
95  
P2  
109  
95  
Pꢀ  
93  
108  
97  
Pꢁ  
98  
98  
Aꢂeꢃ  
101  
101  
95  
I1  
I2  
I3  
94  
95  
I4  
I5  
Ave.  
99  
97  
100  
106  
97  
100  
97  
105  
100  
104  
106  
100  
101  
101  
Table 5. Relative interwell permeability results from the pseudo-steady state equation for the 5×4 anisotropic synthetic field (kref = 316 mD, Δteq = 4.0 days)  
P1  
P2  
Pꢀ  
Pꢁ  
Aꢂeꢃ  
302  
303  
363  
302  
303  
I1  
I2  
I3  
I4  
I5  
494  
490  
220  
197  
182  
317  
203  
326  
505  
201  
327  
313  
324  
204  
506  
323  
205  
312  
188  
191  
220  
486  
498  
317  
Ave.  
Step 5: The obtained results are used to  
I01  
I02  
P01  
analyse the reservoir properties including high  
permeability channel, permeability barrier and  
reservoir compartmentalisation. More details are  
discussed in the next section.  
5. Simulation results  
P03  
P02  
The calculation approaches presented in the  
last section were applied to data from 2 synthetic  
fields, one with 5 injectors and 4 producers  
(the 5×4 synthetic field) and the other with 25  
injectors and 16 producers (the 25×16 synthetic  
field). These synthetic fields are already described  
in the previous sections. Both homogeneous  
reservoirs and reservoirs with heterogeneity were  
considered.  
I03  
P04  
I05  
I04  
Figure 9. Representation of relative interwell permeability for the case of the 5×4  
homogeneous reservoir.  
I02  
I01  
P01  
5x4 Synthetic field  
Consider a waterflood system of 5 injectors  
and 4 producers as shown in Figure 1, where  
production and injection rates were kept constant  
during constant time intervals. Injection rates were  
changed after each time interval but production  
rates and total injection rate stayed constant (qtot  
= constant) as described by Dinh and Tiab [1]. The  
system was assumed to be in the pseudo-steady  
state so Equations 18 and 19 apply.  
P03  
P02  
I03  
Homogeneous reservoir  
P04  
I05  
I04  
The interwell connectivity coefficients  
calculated from simulation data and analytical  
Figure 10. Representation of relative interwell permeability for the case of the 5×4  
anisotreopic reservoir.  
PETROVIETNAM - JOURNAL VOL 6/2021  
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Table 6. Relative interwell permeability results from pseudo-steady state equation for the 5×4 synthetic field/reservoir with high permeability channel (kref = 300 mD,  
Δteq = 4.21 days)  
P1  
P2  
924  
161  
158  
97  
Pꢀ  
Pꢁ  
Aꢂeꢃ  
859  
179  
163  
148  
175  
I1  
I2  
I3  
I4  
I5  
873  
156  
136  
173  
181  
304  
749  
219  
166  
199  
189  
304  
888  
182  
192  
125  
144  
306  
187  
305  
Ave.  
model were presented in the previous section.  
LSLRtechniquewasusedtocalculatetheaverage  
pressure change as described before. ΔPave is in  
perfect match with the results obtained from  
material balance and the resulting porosity was  
0.301. By keeping the permeabilities associated  
with injectors constant at 100 mD, the interwell  
coefficient in Table 3 can be matched with those  
inTable 2 by adjusting the permeability between  
injector/producer pairs or the influence function  
aij. The resulting relative interwell permeabilities  
are shown in Table 4. Figure 9 shows the  
representation of the permeabilities in Table  
4 in the form of inverse arrows. The lengths of  
the arrows are proportional to the permeability  
between injectors and producers. The relative  
interwell permeabilities are very close to each  
other and to the input formation permeability.  
P01  
I01  
I02  
P03  
P02  
I03  
P04  
I05  
I04  
Figure 11. Representation of relative interwell permeability for the case of the 5×4 synthetic field with  
high permeability channel.  
Anisotropic reservoir  
connectivity for some well pairs such as I1P2 and I2P3 is larger  
than the others such as I2P2 and I1P3. However, the permeabilities  
between I2P2 and I1P3 are larger than those of I1P2 and I2P3 even  
though the distance between the former pairs is less than the latter.  
Thus, the relative interwell permeabilities are independent of the  
distance between wells or the position of the wells. Results for the  
change of average reservoir pressure for this case are almost the  
same as the previous case, thus, the average pressure change does  
not depend on permeability.  
In this case, the permeability in x direction  
(1,000 mD) is 10-fold the permeability in y  
direction (100 mD). The results for relative  
interwell permeability are shown in Table 5.  
The permeability at the injectors was set to  
the geometric average of the maximum and  
minimum permeability which equals 316 mD.  
The equivalent time (Δteq) was found to be 4.00  
days.  
Reservoir with high permeability channel  
Figure 10 shows the representation of the  
relative interwell relative permeabilities. The  
results agree with the actual permeability of  
the field with high permeability in x direction  
and low permeability in y direction. The results  
indicate that the relative permeability is not  
directional permeability between well pairs  
but rather be the average permeability of the  
effective area between the 2 wells. The interwell  
In this case, a high permeability channel was present as shown  
on Figure 11. The shaded area is the high permeability channels  
with permeability of 1000 mD which is 10-fold the permeability  
in other area of the reservoir (100 mD). For this case, permeability  
at the injectors was set to 100 mD. Again, the relative interwell  
permeability between the well pairs was calculated by matching  
the values of interwell connectivity coefficients calculated from  
the analytical model with the values obtained from MLR technique  
using simulation results. Some resulting permeabilities were lower  
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PETROLEUM EXPLORATION & PRODUCTION  
Table 7. Relative interwell permeability results from the pseudo-steady state equation for the 5×4 synthetic field/reservoir with partially sealing fault (kref = 100 mD, Δteq = 12.63 days)  
P1  
20  
249  
52  
P2  
129  
65  
Pꢀ  
62  
174  
60  
Pꢁ  
98  
95  
Aꢂeꢃ  
77  
146  
76  
I1  
I2  
I3  
99  
94  
I4  
I5  
Ave.  
79  
116  
103  
111  
95  
100  
87  
120  
101  
106  
108  
100  
96  
110  
than the reservoir permeability, which was  
unreasonable. It was because well I1 was  
actually located in the high permeability  
zone and thus, assuming the permeability  
of well I1 (kref) was the same as the  
formation permeability would lead to  
unrealistic results. Thus, in order to address  
this problem, an approximate average  
reservoir permeability of 300 mD was  
assumed for well I1. The same permeability  
was applied to other injectors to guarantee  
comparable relative permeability. A new  
set of relative interwell permeabilities were  
found as shown in Table 6.  
I01  
I02  
P01  
P03  
P02  
I03  
Representation of the relative interwell  
permeabilities is shown in Figure 11.  
A clear trend of the high permeability  
channel can be observed by looking at  
the relative interwell permeabilities on  
Figure 11. The flow in the channel seems  
to affect the relative interwell permeability  
between wells on each side of the channel.  
For example, kir for the pair I03-P02 is lower  
than kir for the pair I03-P03 even though  
the permeability between I03-P02 is  
higher. Thus, flow interference may affect  
the relative interwell permeability.  
P04  
I05  
I04  
Figure 12. Representation of relative interwell permeability for the case of the 5×4 synthetic field with partially  
sealing fault.  
I01  
P01  
I02  
Reservoir with partially sealing fault  
P03  
I05  
P02  
I03  
In this case, a reservoir with partially  
sealing fault similar to the case discussed  
by Dinh and Tiab [1] was investigated.  
The partially sealing fault is indicated by  
the shaded strip as shown on Figure 12.  
The fault was set to zero porosity and  
permeability. Permeability at injectors was  
equal to formation permeability of 100 mD.  
P04  
I04  
Figure 13. Representation of relative interwell permeability for the case of the 5×4 synthetic field with sealing  
fault.  
The relative interwell permeability  
results are shown in Table 7. Figure 12  
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Table 8. Change of average reservoir pressure results for the 5×4 synthetic field/reservoir with sealing fault (kref = 100 mD, Δteq = 12.63 days)  
P1  
P2  
Pꢀ  
Pꢁ  
Aꢂe  
p (psia)  
I1  
I2  
I3  
I4  
I5  
Sum  
181.0  
-0.13  
0.42  
-0.21  
-0.09  
0.00  
390.3  
0.14  
-0.24  
0.16  
0.07  
-0.13  
0.00  
180.8  
-0.18  
0.30  
-0.23  
-0.12  
0.23  
390.2  
-0.01  
-0.20  
0.19  
0.12  
-0.11  
0.00  
285.6  
-0.18  
0.28  
-0.08  
-0.02  
0.00  
ave  
0.00  
0.00  
shows the representation of the relative  
interwell permeabilities in the form  
of reverse arrows. It is clear that the  
permeabilities of well pairs with wells  
on different side of the fault are small.  
Unlike the homogeneous case, the  
constant β0j calculated for each producer  
were different indicating each producer  
was under different influence by other  
producers.  
120  
100  
80  
60  
40  
20  
0
The average pressure change for this  
case is higher than that of the previous  
case indicating a decrease in pore  
volume. This is because the fault was set  
to zero porosity causing a decrease in  
overall pore volume. The calculated total  
porosity was 0.29, which is slightly lower  
than assigned formation porosity (0.30).  
0
20  
40  
60  
80  
100  
120  
140  
Injector-producer pairs  
Figure 14. Plot of relative interwell permeability (kir) after cut-off ij-cut-off = 0.04) for the 25×16 homogeneous  
synthetic field (kref = 100 mD, Δteq = 5.87 days).  
Reservoir with sealing fault  
This case is similar to the partially  
sealing fault; however, the fault seals  
completely as shown in Figure 13.  
Thus, the reservoir is divided into two  
compartments. The results for interwell  
connectivity coefficients were similar  
to those presented in the previous  
publication [1]. Some coefficients are  
significantly small compared to others  
for the same producers. To simplify the  
calculation, a cut-off value was set at 0.1.  
Thus, any coefficients less than 0.1 were  
set to zeros. Since the relative interwell  
permeabilities do not exist at zero  
interwell coefficients, they were also set  
to zero.  
The representation of relative  
interwell permeability results is presented  
Figure 15. Representation of relative interwell permeability after cut-off (βij-cut-off = 0.04) for the case of the  
25×16 homogeneous synthetic field (kref = 100 mD, Δteq = 5.87 days).  
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PETROLEUM EXPLORATION & PRODUCTION  
in Figure 13. The resulted average pressure change along  
with coefficient Mij are shown in Table 8. It is obvious that  
there are 2 sets of average pressure changes (181 psi and  
390 psi) corresponding to 2 groups of producers (P1, P3)  
and (P2, P4) suggesting 2 different reservoir pore volumes.  
From the relative interwell permeability results, we can  
identify the wells connected to the same pore volumes  
by analysing both relative interwell permeabilities and  
average pressure changes. The results indicate 2 groups  
of wells. One group of wells connected to the same pore  
volume includes well P1, P3, I2 and I5. The other group  
includes P2, P4, I1, I2 and I4. This agrees with the actual  
reservoir model setup. Thus, the new technique can  
be used to detect reservoir compartmentalisation and  
identify the wells that are in the same compartment.  
The relative interwell permeability results are close to  
one another. However, the average value for kir is slightly  
lower than the input permeability of 100 mD as shown in  
Figure 14. This could be due to cross flow effects among  
wells. As shown in Figure 15, only kir between well pairs  
that did not have any other well between them could be  
determined. The relative interwell permeabilities of the  
well pairs with farther distance were slightly higher than  
those with closer distance. This agreed with a conclusion  
drawn by Umnuayponwiwat et al. [5] that“the interference  
effects are not always dominated by the nearby wells.  
Under certain conditions, farther wells may play more  
important roles on the well performance.”  
6. Different flowing conditions at the response and  
signal wells  
The 25x16 synthetic field  
The previous study [1] considered injectors as signal  
wells (changing rates) and producers as response wells  
(constant rates). However, in a real field situation, it is not  
always possible to keep the production rates constant.  
Thus, different test designs should be considered. The  
characteristics of the analytical model discussed in the  
previous section indicate that either injector or producer  
can be used as response wells or signal wells. Hence,  
the technique should not be restricted to the case  
where injectors serve as signal wells and producers as  
response wells. In this section, we obtained simulation  
results from several scenarios to verify this theory.  
Resulting interwell connectivity and discussion on any  
necessary modification to the analytical solutions are  
also presented.  
Only the homogeneous case was considered for this  
field. As mentioned before, 128 data points were obtained  
to calculate interwell connectivity coefficients using MLR  
technique. Similar results to the results presented by Dinh  
and Tiab [1] were obtained. The interwell connectivity  
coefficients are very low for the well pairs that are too  
far apart. Since the percentage errors as mentioned in  
Step 4 were magnified for low interwell coefficients, a  
cut-off value of 0.04 was applied. Thus, the percentage  
errors of any coefficients lower than the cut-off value  
were set to zero, and the corresponding relative interwell  
permeability was considered as undetermined. Only  
relative interwell permeability corresponding to the  
connectivity coefficients higher than or equal to the cut-  
off values were calculated. The results are shown in Figures  
14 and 15.  
Tables 9 and 10 summarise the results for all the  
cases discussed in this section. The second column  
Table 9. Interwell connectivity result summary for different test schemes for the 5×4 homogeneous synthetic field (kref = 100 mD, Δteq = 12.63 days)  
Cases  
Base case  
Constant injection  
All producers  
Shut-in producers  
Shut-in injectors  
Ave. % Error for βij  
0.00%  
A
Δqtot (STB/day)  
-800  
Ave. Δpave (psi)  
286.0  
% Error for Δpave  
0.01%  
Porosity  
0.301  
0.301  
0.277  
0.302  
0.0035  
0.0045  
0.0044  
0.0035  
0.0431  
2.28%  
2.27%  
0.04%  
2.35%  
-800  
2,400  
-2,000  
2,000  
285.6  
-930.3  
711.5  
-683.2  
0.12%  
8.30%  
0.63%  
4.58%  
0.315  
Table 10. Interwell connectivity result summary for different test schemes for the 25×16 homogeneous synthetic field (kref = 100 mD, Δteq = 5.87 days)  
Cases  
Base case  
Constant injection  
Shut-in producers  
Shut-in injectors  
Ave. % Error for βij  
0.00%  
A
Δqtot (STB/day)  
-3600  
Ave. Δpave (psi)  
353.0  
% Error for Δpave  
0.58%  
Porosity  
0.0059  
0.0059  
0.0072  
0.1307  
0.303  
0.303  
0.308  
0.306  
0.70%  
1.37%  
420.85%  
-3600  
-10000  
10000  
352.5  
964.6  
-970.6  
0.70%  
2.45%  
1.74%  
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shows the average percent error of interwell connectivity  
coefficients compared to the base case (constant production  
rate and changing injection rate in homogeneous reservoir).  
The 3rd column presents the asymmetric coefficients (A). The  
4th column is the total field flow rates. The 5th and 6th columns  
show the Δpave results and their percent error compared to the  
material balance solution, respectively. The last column is the  
calculated porosities with input porosity of 0.3 for all the cases.  
of 8.3% (Table 9). This was because as all wells were  
producing, the water saturation decreased leading  
to changing total compressibility or deviation  
from original assumption. Thus, Δpave was actually  
different for each time interval.  
Similar approach was applied to the 25×16  
homogeneous synthetic field. However, with the  
original flow rates, when all wells are producing, it  
was impossible to maintain the production rates as  
scheduled due to quick depletion of the reservoir.  
Thus, noresultswereobtainedforthe25×16synthetic  
field in this case. Therefore, the challenge to carry  
out the interwell connectivity test when all wells are  
producing is to maintain the scheduled production  
rates and make adjustments to the change in total  
compressibility.  
6.1. Constant injection rates and changing production rates  
For this case (constant injection), the injectors of the  
5×4 homogeneous synthetic field described before were  
converted to producers and the producers were converted to  
injectors. Thus, the 5×4 synthetic field now has 5 producers  
and 4 injectors. Flow rates of the new producers are the same  
as of the original injectors except they are now producing flow  
rates. The new injectors were maintained at constant rates (850  
STB/day) so that the difference between total injection and  
total production was the same as the base case. The results are  
shown in Table 9.  
6.3. Shut-in wells as response wells  
In this case, all response wells in the previous  
cases were shut-in (shut-in producers and shut-in  
injectors). The results obtained were also similar  
for both changing injection rates and changing  
production rates. Both cases of shut-in producers for  
the constant production rate and changing injection  
rate case and shut-in injectors for constant injection  
rates and changing production rates case for the  
5×4 homogeneous synthetic field were investigated.  
Results for the shut-in injector case (A = 0.0431) were  
not as good as the results for the shut-in producers  
(A = 0.0035) as shown in Table 9. The reason could be  
a more significant change in total compressibility in  
the case of shut-in injectors.  
Determination coefficients of R2=1 and the low asymmetric  
coefficient A = 0.004482 indicate good results. The coefficients  
and average pressure change are almost the same as for the  
case of constant production rates and changing injection rates  
(Table 9).  
Similar results were obtained for the 25×16 synthetic field  
with asymmetric coefficient A = 0.0059. Almost the same Δpave  
was also obtained. Table 10 summarises the results.  
A few changes are required for the analytical model in this  
case. The negative sign in front of the first terms on the right-  
hand side of both Equations 13 and 14 become positive and  
the Δppr becomes:  
The same approach was applied to the 25×16  
homogeneous synthetic field. The case of all  
producers with shut-in wells as response wells  
could be simulated for this field. Good results  
were obtained for the case of shut-in producer  
and changing injection rates (Table 10). However,  
poor results with an average percent error of βij =  
420.85% were obtained for shut-in injectors and  
active producers even after a cut-off value of 0.04  
was applied to the interwell connectivity coefficients  
as shown in Table 10. Again, these errors were due  
to the significant change in total compressibility  
as water was drawn from the reservoir and the  
decreasing reservoir pressure leading to weak signals  
from active producers.  
n
inj  
141.2B  
kh  
µ
∆p = −  
a
[
xD , yD , xwDj , ywDj xeD , yeD ,tAD  
]
qj + ∆p  
ave (38)  
pr  
j
j=1  
j and i are now standing for injectors and producers,  
respectively. Equation 19 should be used instead of Equation  
20 to derive the flow rates for active wells (producers).  
6.2. All production wells with constant rates at response wells  
In this case (all producers), for the 5×4 homogeneous  
field, the injectors in the base case were converted to  
producers and acted as signal wells. Thus, all wells in the  
system were producers. The response wells were set to  
constant production rate of 100 barrels/day. The results are  
shown in Table 9. Poorer result was obtained for Δpave with  
the percentage error compared to the material balance result  
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PETROLEUM EXPLORATION & PRODUCTION  
As seen in Tables 9 and 10, with a negative total field  
flow rate (total injection is higher than total production),  
the calculated Δpave are positive indicating an increase  
in reservoir pressure and vice versa. The results for the  
base case and the constant injection case are very close  
indicating the roles of injectors and producers can be  
switched without significantly affecting the interwell  
connectivity results.  
- Further investigation on the characteristics of  
relative interwell permeability and the effect of interwell  
flow on the interwell permeability should be conducted.  
- Interwell connectivity tests with varied test time  
intervals and multi-phase flow should be investigated.  
- Extension of the study to include wells with  
different well bore conditions such as horizontal wells and  
hydraulic fractured wells is recommended.  
7. Conclusions and recommendations  
- Extension of the study to infinite reservoirs  
and closed reservoirs with different shapes is also  
recommended.  
The previous study by Dinh & Tiab [1] has been  
extended in this study. A pseudo-steady state flow  
solution for a well in a multi-well system was used to  
model the interwell connectivity test. The model was  
verified using 2 synthetic reservoir models, one with 5  
injectors and 4 producers and the other with 25 injectors  
and 16 producers. Results from the model fit well with  
the simulation results. Average reservoir pressure change  
can be calculated, and the total reservoir porosity can  
be estimated. By defining a reference permeability, the  
interwell connectivity can be presented in terms of the  
relative interwell permeability. Some of the conclusions  
and recommendations drawn from this study are:  
Nomenclature  
= modelled pressure change (psia)  
φ = porosity, fraction  
φtot = total field porosity, fraction  
a = influence function  
A = asymmetric coefficient or area (ft2)  
B = formation volume factor (rbbl/STB)  
co = oil compressibility (psi-1)  
- The analytical model presented in this study  
works well with the interwell connectivity test with  
the assumption that the pseudo-steady state has been  
reached at the end of each time interval.  
cr = rock compressibility (psi-1)  
ct = total compressibility (psi-1)  
cw = water compressibility (psi-1)  
E1 = exponential integral function one  
h = formation thickness (ft)  
- Tests that are longer than required (more data  
points) may create errors because of deviation from the  
constant total compressibility assumption due to the  
change of total reservoir saturation. Thus, an adequate  
number of data points should give better results.  
I = total number of signal or active wells (injectors) or  
injector indicator in well names  
- The relative interwell permeability does not  
depend on the position and the distance between wells.  
Thus, it provides an additional parameter to evaluate  
interwell connectivity.  
J = total number of response wells (producers),  
producer indicator or productivity index, (STB per day/psi)  
k = permeability (mD)  
kir = interwell relative permeability (mD)  
kref = reference permeability (mD)  
LSLR = least square linear regression  
M = coefficients in average pressure change calculation  
m,n = numbers of calculation terms  
MLR = multivariate linear regression  
ninj = total number of injectors  
- The average reservoir pressure change with the  
interwell connectivity information can be used to identify  
reservoir compartmentalisation as well as the wells  
connected to each compartment.  
- Results from this study have shown that the signal  
wells could be either producers or injectors, and so are  
the response wells. The response well could also be  
either flowing or shut-in. Thus, this study provided more  
flexibility in design of interwell connectivity tests to fit a  
field situation.  
npr = total number of producers  
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROVIETNAM  
nwell = total number of wells  
e = boundary value  
p = pressure (psia)  
eq = equivalent  
pave = average pressure (psia)  
i' = investigated signal/active well (injector)  
i = signal or active well (injector) index  
ini = initial value  
pini = initial pressure (psia)  
pj = pressure at the observation well (psia)  
pwf = bottom-hole flowing pressure (psia)  
q = flow rate (STB/day)  
j = response/observation well (producer) index  
j’ = investigated response/observation well (producer)  
tot = total  
qref = reference flow rate (STB/day)  
R2 = coefficient of determination  
rw = wellbore radius (ft)  
w = well  
wf = flowing conditions  
s = skin factor, dimensionless  
Superscripts  
t = time (hours)  
l = order of data point  
L = total number of data points  
T = transposed  
ts = starting time (hours)  
Vb = reservoir bulk volume (ft3)  
Vp = pore volume (ft3)  
References  
x = coordinate or dimension in x-direction (ft)  
xe = dimension of study area in the x-direction (ft)  
xw = individual well x-coordinate (ft)  
y = coordinate or dimension in y direction (ft)  
ye = dimension of study area in the y direction (ft)  
yw = individual well y-coordinate (ft)  
β0j = additive constant term in MLR  
βij = weighting coefficient in MLR  
Δp = pressure change/difference (psi)  
Δpave = average pressure change (psi)  
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interwell connectivity from well bottom hole pressure  
fluctuations in waterfloods, SPE Reservoir Evaluation  
& Engineering, Vol. 11, No. 5, pp. 874 - 881, 2008. DOI:  
10.2118/106881-PA.  
[2] Alejandro Albertoni and Larry W.Lake, “Inferring  
interwell connectivity only from well-rate fluctuations  
in waterfloods, SPE Reservoir Evaluation and Engineering  
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[3] A.A.Yousef, P.Gentil, J.L.Jensen, and Larry W.Lake,  
“A capacitance model to infer interwell connectivity from  
production and injection rate fluctuations, SPE Annual  
Technical Conference and Exhibition, Dallas, Texas, 9 - 12  
October 2005.  
Δppr = pressure change corresponding to influence of  
response wells and change in average pressure (psi)  
[4] M. Bourgeois and P. Couillens, “Use of well test  
analytical solutions for production prediction, European  
Petroleum Conference, London, United Kingdom, 25 - 27  
October 1994. DOI: 10.2118/28899-MS.  
Δqtot = field total flow rate (STB/day)  
Δt = time interval (hours)  
Δteq = equivalent pseudo-steady state time interval  
μ = fluid viscosity (cp)  
[5] Suwan Umnuayponwiwat, Erdal Ozkan, and  
R.Raghavan, “Pressure transient behavior and inflow  
performance of multiple wells in closed systems, SPE  
Annual Technical Conference and Exhibition, Dallas, Texas,  
1 - 4 October 2000. DOI: 10.2118/62988-MS.  
Subscripts  
ave = average  
D = dimensionless quantity  
DA = dimensionless corresponding to area  
[6] P.P.Valko, L.E.Doublet, and T.A. Blasingame,  
“Development and application of the multiwell  
PETROVIETNAM - JOURNAL VOL 6/2021  
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PETROLEUM EXPLORATION & PRODUCTION  
productivity index (MPI), SPE Journal, Vol. 5, No. 1, pp. 21 -  
31, 2000. DOI: 10.2118/51793-PA  
pressure fluctuations of hydraulically fractured vertical  
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Petrovietnam Journal, Vol. 10, pp. 20 - 40, 2020. DOI:  
10.47800/PVJ.2020.10-03.  
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of flow behavior in single and multiwell bounded reservoirs”,  
PhD dissertation, Texas A&M University, Texas, May 2000.  
[11] Jerry Lee Jensen, L.W.Lake, Patrick William  
Michael Corbett and D.J.Goggin, Statistics for petroleum  
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N.J.Kaczorowski,  
and  
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Conference and Exhibition, Houston, Texas, 3 - 7 October  
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[12] Ali Abdallah Al-Yousef, “Investigating statistical  
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of Texas at Austin, Austin, Texas, May 2006.  
[9] Jia En Lin and Hui-Zhu Yang, “Analysis of well-  
test data from a well in a multiwell reservoir with water  
injection, SPE Annual Technical Conference and Exhibition,  
Anaheim, CA, 11 - 14 November 2007. DOI: 10.2118/110349-  
MS.  
[13] Steven C.Chapra and Raymond P.Canale,  
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