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Enhanced Geothermal Systems (EGS): Permeability Stimulation Through - - PowerPoint PPT Presentation
Enhanced Geothermal Systems (EGS): Permeability Stimulation Through - - PowerPoint PPT Presentation
Enhanced Geothermal Systems (EGS): Permeability Stimulation Through Hydraulic Fracturing in a Thermo-Poroelastic Framework CNRS CNRS Prepared by: ABUAISHA Murad Supervised by: LORET Benjamin Laboratoire 3SR, Universit de Grenoble CNRS
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2/48 Exploitation – Enhanced Geothermal Systems (EGS)
Impermeable Hot Dry Rock (HDR) reservoirs Enhance/create geothermal resources by Hydraulic Fracturing
(Lund, [2007])
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3/48 Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Thermo-poroelasticity - Mathematics - Constitutive equations
Homogeneous single-porosity media
- Stress mixture equation:
- Change in mixture fluid content equation:
- Darcy’s equation:
- Fourier’s law of thermal conduction:
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Thermo-poroelasticity - Mathematics – Balance equations
- Balance of momentum:
- Balance of fluid mass:
- Balance of energy:
(Thermal diffusivity)
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Thermo-poroelasticity – Simulations by ABAQUS
The transient BVP: Heat transfer effect compared to the abrupt changes due to the surcharge History of loading:
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Thermo-poroelasticity – Thermal to mechanical loading
Parametric study: Pore pressure profiles at
Case (1) Case (2)
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Thermo-poroelasticity – Thermal to mechanical loading
Conclusions:
- 1. Pore pressure is significantly affected by fluid compressibility and thermal expansion
- 2. Previous conclusion holds correct for the field of axial effective stress
- 3. No changes in the axial strain field
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by the FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Thermo-poroelasticity – Simulations by the Fortran 90 FE code
Validation of the first version of the FE code: The first version of the FE code was modified by Rachel Gelet, (Gelet PhD thesis, [2012]). The numerical responses of the FE code were correlated against two transient BVPs:
- The previously discussed 1-D column.
- A 2-D wellbore stability axisymmetric problem.
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Fortran 90 code – Wellbore stability BVP
(He and Jin, [2010]) Radial distributions at t = 280 s
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Fracture evolution – Fracturing criterion
DDFM: Directionally Distributed Fracture Model Modes I and II with all possible fracture orientations (Shao et al., [2005]) Characteristics of the model:
- A phenomenological including relevant micromechanical features
- Working in the frame of LEFM
Assumptions for opting this model:
- No fracture Interaction before the onset of fracture evolution
- Initial isotropy
- Mechanical behavior before macroscopic failure
- Penny-shaped fractures embedded in an infinite body
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Fracturing criterion - Fracture evolution (r)
For a group of fractures in a specific direction n, the following forces are sovereign:
- The stress normal to the fracture surface
- The stress applied to the fracture plane
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Fracturing criterion - Fracture aperture (w) change
Fracture aperture (w) is related to fracture face mismatch and local grain matrix interaction: Crack aperture reduction: Barton’s hyperbolic closure model
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Fracture evolution – Permeability tensor
Inside a given fracture of orientation n:
- Flow: Navier-Stokes equation for laminar flow
- Macroscopic velocity field: Directional averaging
- Fracture permeability tensor is obtained from the macroscopic velocity field:
Fracture density
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Assumptions for calculating the permeability tensor:
- Fractures are interconnected and/or dead channels
- No local pressure fluctuations
- Permeability tensor is anisotropic in nature
- Permeability tensor is contributed by two porosities:
Fracture evolution – Permeability tensor
- Initial porosity
- Fracture induced permeability
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Fracture evolution – Numerical and experimental results
Application to Lac du Bonnet granite:
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Numerical and experimental results – Fracture radius (r) evolution
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Fracture evolution – Fracture aperture (w) reduction
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Fracture evolution – Correlation & validation
Validation of the DDFM against experimental records: (Souley et al., [2001])
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Thermo-poroelasticity and Fracturing– Summary
Reflections and Conclusions:
- 1. Thermo-poroelasticity
- Constitutive and balance equations
- Simulations by ABAQUS and Domestic FE code
- 2. Permeability enhancement
- Fracturing model (r and w)
- Anisotropic permeability tensor
- Validation of the model
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Hydraulic Fracturing (HF)
Definitions:
- Tensile failure of boreholes
Thermal strain tensor Effect of thermal loading on HF:
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Hydraulic Fracturing – Borehole stability (tensile failure)
Continuum approaches for HF:
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Hydraulic Fracturing – Borehole stability (shear failure)
Borehole shear failure criteria
- Stress concentration at the borehole wall
- Analytical stress expressions at the borehole wall
- Two most observed stress states corresponding to shear borehole failure
- Mohr-Coulomb failure criterion:
- Two expressions for minimum borehole pressure
at shear failure Shear borehole failure is not likely to happen during HF.
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Hydraulic Fracturing – Fracture mechanics
From continuum mechanics to fracture mechanics: Fracturing criterion (DDFM) Fracture radius (r) and aperture (w) Permeability tensor Thermo-poroelasticity
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Hydraulic Fracturing – Fracturing model
Hydraulic Fracturing Model (HFM) Only mode I of fracture evolution Starting from the DDFM: Parameterization of the model so that fractures propagate at
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat - Stabilization
- Conclusion
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Hydraulic Fracturing – Circulation tests
Stimulation tests of Soultz–Sous–Forêts HDR reservoir: Phase 1 injection test at GPK1
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Circulation tests – Flow logging 1993 – Injected flow
Applied flow at GPK1: Strategy of the simulations:
- Scheme 1
- Scheme 2
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Circulation tests – Flow logging 1993 - Correlations
Conclusions:
- 1. Asymptotic plateau for turbulent flow
- 2. More effective HF for impermeable boundaries
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Circulation tests – Permeability enhancement
Phase 1 injection test at GPK1 1993: Modeling
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Permeability enhancement – Simulations
Without HF With HF Fluid velocity vectors at year 1 Seismic record (Bruel, [1995])
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Simulations – Temperature and pressure
Without HF With HF At year 5
(Lee and Ghassemi, [2011])
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Simulations – Longitudinal stress
Wiggles due to heat convection: DCM and SGS (AbuAisha thesis, [2014], ch. 6) Without HF with HF At year 5
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Simulations – Injection schedule
Without HF With HF Non-linear relation in injection logging with HF Termination of HF at injection pressure of 35.9 MPa Injection rate of 20 l/s at injection pressure of 39 MPa At injection well GPK1 (Bruel, [1995])
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Simulations – Impedance and efficiency
Without HF With HF Efficiency enhanced by about 50% (Murphy et al., [1995]) Designer point of view
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Simulations – Impedance and efficiency
Efficient fluid with HF is 4.922 Million Efficient fluid without HF is 5.364 Million
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Permeability enhancement – Summary
Reflections and Conclusions:
- 1. HFM for mode I of fracture evolution
- Validated against field data
- Used in doing the stimulation of Soultz–Sous–Forêts HDR reservoir
- 2. HF increased the efficiency of the reservoir by 50%
- 3. 7% to 8% of the produced efficient fluid is lost over the effective age of the reservoir
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Permeability enhancement – Viscosity temperature change
Brine used: Models of (Francke and Thorade, [2010]) Brine of NaCl (22.5% concentration) at pressure range of 0.01 to 50 MPa Phase 1 injection test at GPK1 1993: Simulations with viscosity-temperature change Without HF
155 °C 50 °C 4 times viscosity increase
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No viscosity change With HF Termination of HF after 5 years with viscosity change HF counteracts the hindrance due to viscosity increase At injection well GPK1 With viscosity change
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Viscosity temperature change – Impedance and efficiency
No viscosity change With HF With viscosity change Longer but inefficient longevity of the reservoir
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Hydraulic Fracturing – Permeability enhancement HFM2
Hydraulic Fracturing Model (HFM2) Modes I and II of fracture propagation Shear slippage of inclined fractures
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Permeability enhancement HFM2 – Permeability history at GPK1
Phase 1 injection test at GPK1 1993: Stimulations using HFM2 at the injection well GPK1 Stabler growth of fractures
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Permeability enhancement HFM2 – Permeability contours
Longitudinal permeability contours HF while accounting for modes I & II At year 1 At year 2
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat – Stabilization
- Conclusion
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Convection of heat – Definition
Fluid velocity multiplied by the gradient of its temperature: Solving the equation of balance of energy with dominant convection of heat – Difficulties Heat waves striking suddenly stiff boundaries: Bubnov-Galerkin methods are not efficient – Alternatives:
- 1. Subgrid Scale (SGS) method
- 2. Streamline-Upwind Petrov-Galerkin (SUPG) method
- 3. The Discontinuity Capturing Method (DCM)
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Convection of heat – SGS Method
Application of the SUPG method is inefficient at small time steps and when activating HF. SGS: The transient term of a transient diffusion problem can be transformed into a reaction term by first discretizing in time instead of the conventional method of first discretizing in space.
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SGS Method - Simulations
Stabilization at early and intermediate time intervals:
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DCM- Simulations
Stabilization at late time intervals:
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Overview of the research:
- Thermo-poroelasticity
- Mathematics
- Simulations by ABAQUS and FE domestic code
- Fracture evolution and permeability enhancement
- Fracturing criterion:
Evolution of fracture radius Fracture aperture change
- Anisotropic permeability tensor
- FE simulations of Hydraulic Fracturing (HF)
- Circulation tests without and with considering HF
- Designing HDR reservoirs: Impedance, efficiency and life-time
- Convection of heat – Stabilization
- Conclusion
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Conclusion
Building a frame work capable of describing permeability enhancement in a THM framework with:
- fully integrated mechanical ingredients to describe HF (HFM and HFM2),
- a computational aspect to implement HF models and thermo-poroelasticity
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Reflections and perspectives
- 1. Investigating large and small scale heterogeneities of geothermal systems
- 2. Fracture slippage and permeability reduction under compressive stresses
- 3. Experimental laboratory tests
- 4. Impact of temperature change on the viscosity of Non-Newtonian fluids
- 5. Non-Darcian flow to describe inertial effects due to high fluid velocities
- 6. Chemical enhancement of EGS
- 8. CO2-based EGS
- 7. HF in a dual-porosity thermo-poroelastic framework
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