Honduras Slides

download Honduras Slides

of 17

Transcript of Honduras Slides

  • 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

  • 8/12/2019 Honduras Slides

    2/17

    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

  • 8/12/2019 Honduras Slides

    3/17

    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

  • 8/12/2019 Honduras Slides

    4/17

    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

  • 8/12/2019 Honduras Slides

    5/17

    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

  • 8/12/2019 Honduras Slides

    6/17

    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

  • 8/12/2019 Honduras Slides

    7/17

    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

  • 8/12/2019 Honduras Slides

    8/17

    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

  • 8/12/2019 Honduras Slides

    9/17

    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

  • 8/12/2019 Honduras Slides

    10/17

    Fluid flow models

    Newtonian fluid

    q = w3

    12p

    Non Newtonian fluids (power law): 0<

  • 8/12/2019 Honduras Slides

    11/17

    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

  • 8/12/2019 Honduras Slides

    12/17

    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

  • 8/12/2019 Honduras Slides

    13/17

    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

    A Finite Element Model for Three Dimensional Hydraulic Fracturing p.13/1

  • 8/12/2019 Honduras Slides

    14/17

    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

  • 8/12/2019 Honduras Slides

    15/17

    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

  • 8/12/2019 Honduras Slides

    16/17

    Numerical results

    A Finite Element Model for Three Dimensional Hydraulic Fracturing p.16/1

    Conclusions and Next Steps

  • 8/12/2019 Honduras Slides

    17/17

    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