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Carbon Dioxide Sequestration


Introduction
 
  • Problems in CO2 injection are analogous to the other injection problems in petroleum
  • The same design/analysis and field technology can be applied
  • EPSL group/ TAURUS experience:
    - PWRI (produced water reinjection)
    - Tight gas water fracturing
    - Fractures in oil sands
    - Sour gas injection at frac pressure
    - N2 injection in coal seams


    Seal Integrity
     
  • Issues:
        - Slip at the aquifer/ shale boundary ( risk if low friction angle layers exist )
        - Opening dormant fractures in the overburden
        - Fracturing through the seal (rare?)
        - Leaks behind pipe
  • Driven by shear stress development at the interface and expansion of the target zone


    Possible modes of communication with shallower zones

 

Fault Reactivation

  • Initial stress state is important (some faults may be close to critical initially)
  • Fault strength against slip depends on effective normal stress and shear stress
  • Require large scale modeling
  • Fault behavior modeled by joint mechanics

 

Mechanisms for fault reactivation

a)  Depletion                                                 b) Fluid injection

  Competition between increased                               Decreased eff. normal stress and
   eff. normal stress and shear stress                           shear stress both waken the fault

 

Fracturing

  • Injectivity may decrease in time due to:
         -Dry out
         -Chemical reactions and formation damage
         -Overall pressurization of the storage area
  • It is desirable to maximize the inj rates
  • Fracturing pressures are function of poroelastic and thermal stresses created by injection

Requires coupled geomech modeling


    Storage Capacity
 

  • Compressibility of high
    perm sands is nonlinear
     
  • Storage capacity increases
    as pressure increases and
    eff stress decreases



 

 

 

 

Typical work scope for geomechanical assessment in CO2 storage projects

       -Evaluate existing geomechanical data

       -Propose additional data gathering if appropriate

       -Develop "initial stress" model and "geomechanical characterization" model

       -Build simple models to evaluate magnitude of various effects:
- Allow injection at fracture pressure - increase in Injectivity
- Assume dormant naturally fracture overburden - reopening
- Shear stress at the interface
- Shear fracturing developing in the overburden

       -Detailed analysis of the most important scenarios

       -Provide operational guidelines to field project

 

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