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Modeling of Mechanical Interactions of Proppant and Hydraulic - - PowerPoint PPT Presentation

Modeling of Mechanical Interactions of Proppant and Hydraulic Fractures for In-situ Retorting Hai Huang Shouchun Deng Thomas Wood Carl Palmer www.inl.gov Earl Mattson Energy Resources Recovery Idaho National Laboratory Outline


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www.inl.gov

Modeling of Mechanical Interactions of Proppant and Hydraulic Fractures for In-situ Retorting

Hai Huang Shouchun Deng Thomas Wood Carl Palmer Earl Mattson

Energy Resources Recovery Idaho National Laboratory

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Outline

  • Introduction and background
  • Modeling approach: discrete element model
  • Review of mechanical properties of oil shale as function of

grade and temperature

  • Model calibration
  • Results and discussion
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Background

  • Various in situ approaches require hydraulic fracturing &

proppant filling

– To facilitate flow of hydrocarbon fluids – Some approaches require connectivity of proppants, i.e., Electrofrac (ExxonMobil)

  • Need better understanding of mechanical interactions

between shale and proppants under in situ conditions

– Stress focusing – Proppant embedment – Deformation of fracture walls – Changes of fracture aperture as function of stress and temperature

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Objectives

  • Quantify proppant embedment as function of:

– Proppant size – Modulus of shale – Confining stress – Temperature – Elastic vs plastic deformation

  • Evaluate performance of hydraulic fracture:

– Stress-dependence of fracture aperture – Evolving porosity in propped fracture – From evolving aperture/porosity to predict permeability of propped fracture: Carman-Kozeny, for example

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Modeling Approach: Discrete Element Model

σ

y

ε

ε

  • Particles interact through bond.
  • Bond can be broken if shear stress

and/or tensile stress in bond exceeds threshold (i. e., critical tensile/shear stress).

  • Repulsive & fraction forces between

grains in contact after the bond is broken

  • Plasticity was triggered if either grain
  • r bond compressive deformation

exceeds elastic limit: a simple ideal plasticity model

  • The particles will be marked for

undergoing plastic deformation.

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Mechanical Properties of Oil Shale at High Temperatures

Source: Eseme et al., 2007, Oil Shale

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Mechanical Properties of Oil Shale at High Temperatures

Source: Eseme et al., 2007, Oil Shale

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DEM Model Calibration For Oil Shale at High Temperatures

Critical strain for plasticity 0.004 0.015

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DEM Model Calibration For Oil Shale at High Temperatures

"

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Conceptual Model

Model domain Periodic BC Periodic BC Hydraulic fracture filled with proppants

Representative of physics and in situ condition

Two types of proppant used: 20/40 and 40/70 (US mesh sizes)

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Simulation Results: 150°C, 20/40 proppant

1470 psi (10.1MPa) Linear elastic 5390 psi (37.2MPa) Right before peak stress 6860 psi (47.3MPa) After peak stress

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150°C, 20/40 proppant-development of plastic zone

1470 psi (10.1MPa) 5390 psi (37.2MPa) 6860 psi (47.3MPa)

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Comparison at 150°C between 20/40 and 40/70

1470 psi (10.1MPa) 5390 psi (37.2MPa) 6860 psi (47.3MPa)

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Comparison at 150°C between 20/40 and 40/70

1470 psi (10.1MPa) 5390 psi (37.2MPa) 6860 psi (47.3MPa) 20/40 40/70

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Simulation Results: 300°C

870psi (6MPa) 2900psi (20MPa) 4350psi (30MPa) 4640psi (32MPa) 20/40 40/70

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  • Larger proppant lead to larger aperture reduction

Fracture Aperture Reductions

150C 300C

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Discussions

  • DEM model is appropriate approach for modeling

proppant-shale interactions in hydraulic fractures

  • The credibility of model predictions, i.e., stress focusing,

proppant embedment and aperture reduction, is determined by the availability of mechanical test data.

  • A great need to fully characterize mechanical behaviors of
  • il shale as function of temperature, grade and conversion

degree.

  • Need to consider effect of fluid pressure inside the

aperture: coupling DEM with flow model