| SAGD - A
Geomechanical Perspective
- 3 well pair element of symmetry 2D model (UTF Phase B,
Mukherjee, Gittins, Edmunds and Kinsman)



Geomechanical Issues - SAGD
Geomechanical Effects of SAGD
- Reservoir
Behaviour
- Nonlinear stress - strain
response, hysteresis, stress path
- Nonlinear compressibility
- Shear dilation and permeability enhancement
- Caprock Behaviour
- Shear strength
limitations
- Undrained loading
- Thermal stresses with heating
- Field Behaviour
- Surface
displacements
- Stress evolution for future drilling
Reservoir Sand Effects
- Why operate SAGD at maximum "safe"
pressures?
- Higher T, lower
viscosity
- Shear dilation of the oil sand and permeability
enhancement
- What are the benefits of shear dilation?
- Permeability and
porosity enhancement
- Perm enhancement is directional
- Thin vertical flow barriers can be broken enhancing
vertical drainage
- Under what conditions will shear dilation
occur?
- Low effective stress
- Shear failure

Shear Dilation of Sand at
Low Effective Confining
Stress
Summary
- Geomechanical
effects can be very important to a SAGD project
- Understanding these effects is contingent on:
- Correct interpretation of initial stress state
- Correct understanding of stress - strain material
- Correct modeling of that material behaviour in field scale model
References
- Mukherjee, N.J.,
S.D., Edmunds, N.R. and Kisman, K.E., (1995) "A
Comparison of Field Versus Forecast Performance for Phase B of the
UTF SAGD Project in the Athabasca Oil Sands", 6th UNITAR
International
Conference on Heavy Crude and Tar Sands, February 12-17, Houston,TX.
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