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8/12/2019 Honduras Slides
1/17
A Finite Element Model for Three Dimensional
Hydraulic Fracturing
Philippe R.B. Devloo FEC-Unicamp
Paulo Dore Fernandes PETROBRAS
Snia M. GomesIMECCUnicamp
Cedric A. Bravo FEC-Unicamp
Renato G. Damas FEC-Unicamp
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.1/1
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Motivation
Hydraulic fracturing is a method extensively used in oil industry
To enhance petroleum recovery, fractures are artificially created
inside the porous media by applying hydraulic pressure produced
by an injected fluid
Usually, numerical simulations use simple models (2d or
pseudo3d) which are not suited for high permeability and/or low
efficiency fluids (e.g.water).
The purpose is to obtain a more sofisticated numerical model,
including the fluid flow inside the fracture, the elastic response of
the porous media and leak-off. The simulation is part of a research project between Unicamp
and PETROBRAS
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.2/1
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Summary
Introduction
Model Construction
Mathematical Model
Finite Element Model
Algorithm for Temporal Evolution
Numerical Simulation
Conclusions
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.3/1
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Mathematical Model
Fluid flow inside the fracture: conservation of massLaw relating the fluid flow with the variation the
fracture opening
Elastic response of the porous media
Formula relating the fracture opening and the pressure
on the fracture walls
Fluid filtration to the porous media
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.4/1
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Numerical Model
For the fluid flow inside the fracturefinite element Galerkin method + finite difference time
integration
For the relation between the pressure and fracture
opening
finite element approximation + analytical formulas
Computational implementation: PZ enviroment
Based on finite element techniques for the numerical
solution of PDE
Object oriented philosophy
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.5/1
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Geometric Aspects
Axisx: main propagation direction
Axisz: fracture hight
Axisy: fracture opening width
|y| w(x,z,t)
2 ,
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.6/1
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Section orthogonal to the propagation direction
: in-situ stress distribution
h/2: frature hight Hr =b: reservoir hight
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.7/1
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Matemathical Model
State variable: fracture openingw =w(x,z,t) Opening displacement equation (Bui, 1977)
p(x,z,t)
(x, z) =
G
4(1 ) Z
x
1
r
w
xl
+
z
1
r
w
zl dxldzl
r =p
(x xl)2 + (z zl)2 G, shear modulus and Poissons ration : computational region on the planex
z
Leak-off: Carters model (1957)
ql(t) =A
vsp(t ) +
2
t
Fluid loss, per time unit, on areaAexposed during time period
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.8/1
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Fluid Flow: Conservation of mass
dx
q qqq
leakoff
porous media
fluid inside the fracture
div(q) + wt
+Ql = 0.
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.9/1
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Fluid flow models
Newtonian fluid
q = w3
12p
Non Newtonian fluids (power law): 0<
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Numerical Approximation Schemes
For the conservation law Galerkin Method
Spatial discretization by bilinear finite elements
w(x,z,tn) =
i
wnii(x, z)
Computational region and boundary conditions
q=0
q=0
q=0
q0
q=
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.11/1
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Temporal discretization
Implicit Euler scheme + mass lumping
Zi.q n+1dxdy+ i
wn+1i wnit
+ i
Z tn+1tn
Qlidt+qi| = 0
For the opening-preassure integral equation
R*j
R*jp = constant on staggered cells
pnj = j + G
4(1 )1
mj
ZRj
Z
xl
1
r
w
x +
yl
1
r
w
z
dxdzdxldzl
= j + G
4(1 )
1
m
jXi
Tijwni ,
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.12/1
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Opening-preassure connection matrix
p = T w + conection matrix
Tij =
ZRj
x
Z
1
r
i
xldxl dzl
dx dz+
ZRj
z
Z
1
r
i
yldxl dzl
dx dz.
2
4
6
8
10
2
4
6
8
10
-0.01
0
0.01
0.02
0.03
2
4
6
8
10
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Algorithm for temporal integration
(wn
,pn
) (wn+1
,pn+1
)First step: Algorithm for fracture evolution
Point classification
8>>>:
open w(xi, yi, tn)>0
candidate for open w(xi, yi, tn) = 0 butResi >
closed: otherwise
candidate for open
open point
closed point
zero flux: If some of the four nodes of the cell boundary is closed
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.14/1
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Second step: Newtons method+ GMRES
Res(m) = G(wn+1,(m),pn+1,(m)) +Fn+1n
Gi(w,p) = tZiq dxdy+ iwi
Fn+1n
i
= iwni + tiq n+1 0@
Kw Kp
T I
1A0@wn+1,(m+1) wn+1,(m)
pn+1,(m+1) pn+1,(m)
1A =
0@
Resm
0
1A
Third step: Leak-off and pos-processing
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.15/1
Numerical results
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Numerical results
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.16/1
Conclusions and Next Steps
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Conclusions and Next Steps Demontration of the numerical viability of hydraulic
fracture simulation by combining fluid flow inside
fractures, elastic response of the porous media and leak-off;
Pseudo3D simulations indicate some advantages in
including the leakoff term during Newtons iterations. Forthe 3D model, this would require a more elaborated control
of fracture opening;
There is a great interest in PETROBRAS to consider
horizontal wells simulations;
The next step of the project is to extend the formulation to
consider 3D non-planar fracture propagation.
A Finite Element Model for Three Dimensional Hydraulic Fracturing p.17/1