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© Dynardo GmbH 2015
Dynardo Technology and Applications to Well Completion Optimization for Unconventionals
Johannes Will, Dynardo GmbH Taixu Bai, Ed Lake Shell Exploration and Production Company
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Dynardo • Founded: 2001 (Will, Bucher,
CADFEM International) • More than 50 employees,
offices at Weimar and Vienna • Leading technology companies
Daimler, Bosch, E.ON, Nokia, Siemens, BMW are supported
Software Development
Dynardo is your engineering specialist for CAE-based sensitivity analysis,
optimization, robustness evaluation and robust design optimization
• Mechanical engineering • Civil engineering &
Geomechanics • Automotive industry • Consumer goods industry • Power generation
CAE-Consulting
© Dynardo GmbH 2015
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Hydraulic fracturing In general the profitable production of unconventional shale oil & gas requires stimulation of the reservoir rock. Hydraulic fracturing is used to create a large and complex network of fractures which connects the production wells with the greatest possible volume of reservoir rocks:
• A horizontal wellbore is driven into the reservoir layer
• Fluid is pumped into the wellbore • The Fluid pressure is fracturing
(enhancing natural fractures and creating new fractures) the jointed rock (shale).
• Sand (proppant) is added to keep fractures open after fluids have been removed and pressure has been subsided.
© Dynardo GmbH 2015
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The Dynardo workflow
DYNARDO • © Dynardo GmbH 2015
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Challenge of modeling hydraulic fracturing • Shale is a jointed rock having joints • because of bedding plane and natural fracture system anisotropic strength
behavior dominate fracture growth • Therefore a truly 3D modeling including all strength anisotropies is
mandatory Isotropic mechanical material models will fail 2D or pseudo 3D (2.5D) models will fail Porous flow approach is inadequate
• Rock mechanical challenge or the question: “Discrete or homogenizied modeling of joints” Discrete joint modeling in 3D results in
computational and parameter overkill Therefore a homogenized continuum
approach for seepage flow in jointed rock which was established for 3D FEM simulation from Wittke and others in jointed rock in dam engineering in 1980’/90’s is the method of choice
© Dynardo GmbH 2015
Wittke, W.: Rock Mechanics, Theory and Application with Case Histories, ISBN/EAN: 3540527192
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Homogenized continuum approach does not model joints discrete. Jointed rock will be modelled as volume having “intact rock” and oriented sets of strength anisotropies (joints).
homogenized continuum approach mechanics
Major fault
Joint sets: joint set 1, joint set 2, Joint set 3
Major faults will be modelled “discrete” with a layer of volume elements, having plane of weakness and “matrix” material.
© Dynardo GmbH 2015
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multiPlas – material law for jointed rock • joints are modeled with their discrete effects on strength,
stress, conductivity at material point level • multiPlas = multi-surface plasticity: combination of isotropic
Mohr-Coulomb and Rankine yield surfaces for intact rock (material between joints) and anisotropic Mohr-Coulomb and tension cut-off yield surfaces for up to 4+2 joint sets
isotropic Mohr-Coulomb yield surface for intact rock
anisotropic Mohr-Coulomb tension cut-off yield surfaces for joints
• The joint is represented by a plane x’-y’ (red) • The joint orientation with respect to the global
coordinate system (WCS) is defined by two orientation angles alpha (strike angle) and beta (dip magnitude)
© Dynardo GmbH 2015
+ USERMAT
APDL
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Simulation of fluid flow in jointed rock • Hydraulic model is based on assumption of laminar flow
(Darcy flow) in multiple (parallel) joints • Superposition of fluid flow in initial jointed rock mass and fluid flow in up to
4+2 joint sets results in anisotropic hydraulic conductivity matrix Dynardo provides an anisotropic hydraulic finite element for ANSYS (USER300)
+ USERELEM
APDL
thSR s ∂∂
=+⋅∇− q
• Flow equation (mass balance):
• Darcy’s law (momentum balance): h∇⋅−= Kq
thSR
zhK
zyhK
yxhK
x szzyyxx ∂∂
=+
∂∂
∂∂
+
∂∂
∂∂
+
∂∂
∂∂
• Transient seepage equation (ground water flow equation):
© Dynardo GmbH 2015
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• the stress-independent hydraulic joint conductivity KJ0 covers joint opening based on plastic strain
KJ0(emax)
K
Max. hydraulic conductivity
e
Update of hydraulic joint conductivity & discrete joint opening • the stress-dependent hydraulic joint
conductivity KJ covers joint closure
© Dynardo GmbH 2015
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Parametric modeling of reservoir, well, fracture design
N
reference points
[XX6,YY6]
[XX5,YY5]
[XX3,YY3]
ST6
ST5
ST4
ST3
Stage 3 with 4 perforations
Well position
© Dynardo GmbH 2015
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Dynardo’s hydraulic fracturing simulator • Tool for 3D simulations of hydraulic fracturing based on coupled
hydraulic–mechanical finite element analysis • Non-linear mechanical analysis using multi-surface plasticity material
library multiPlas • Anisotropic hydraulic element USER300 • APDL code for HM coupling, parametric modeling and post processing
+
USERMAT USERELEM
APDL
© Dynardo GmbH 2015
Predefined Results/Outputs
Input parameters
FE-model
Initial pore pressure
Initial effective stresses
Main loop
Mechanical analysis
Transient hydraulic analysis
fluid material properties update
stress state update
Tamino Post-processor
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Tamino - Dynardo’s hydraulic fracturing post-processor Connected proppant accepting elements – layer colors
© Dynardo GmbH 2015
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Hydraulic fracturing needs calibration • Because of the uncertain jointed rock and reservoir parameter
the reservoir model needs calibration • optiSLang is used for calibration of important model
parameters with measurements (ISIP, slurry rate, bottom hole pressure, and seismic fracture measurements)
+
USERMAT USERELEM
APDL +
Outputs
Input parameters
FE-model
Initial pore pressure
Initial effective stress
Main loop
Mechanical analysis
Transient hydraulic analysis
fluid material properties update
stress state update
© Dynardo GmbH 2015
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© Dynardo GmbH 2015
Dynardo‘s Hydraulic fracturing Toolbox
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© Dynardo GmbH 2015
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The Dynardo workflow
DYNARDO • © Dynardo GmbH 2015 Thank you for your attention!