Audit of Available Models for Use in Consolidated Formations

Introduction

Common fracturing models, either public domain, commercial, or proprietary to individual operators were compared and contrasted. The bases for the comparison were:

Summary of PWRI Model Capabilities (part 1 of 2)

Capabilities BPOPE BP
Spreadsheet
DE&S
Model
Diffract Hydrfrac Hydfrac V3 MWFlood
[1]
Perkins
Gonzales
Wellbore Temperature Profile X         X    
Matrix Injection Before Fracturing X X X   X X    
Thermal Stresses X X X   X X [2] X
Poroelastic Stresses X X X   X X X X
2-D Fracturing Model   [3] X X X X   X
P3D Fracturing Model             X  
3-D Fracturing Model X              
Fully Coupled with Reservoir Model X   X   X X    
Partially Coupled with Reservoir Model   [4]   X     [4] [5]
Not Coupled with Reservoir Model   X            
Multiple-Layer Formation X ~  [3] X   [6] [6] X  
Variable Saturation in the Invaded Zone X   X   X X X  
Two Phase Flow X   X   X X [7]  
Changing Viscosity with Temperature X X X   X X    
Secondary Fracture Considered               X
Damage X X X X   X   X
Internal Formation Damage Considered ? [8]   X   X    
External Filter Cake Considered X [9]   X   X   X
Injection Regime [10] TIF, HF HF HF TIF, HF TIF, HF TIF, HF HF TIF, HF
Tip Plugging Enabled       [11] No [4] No No
Reference(s) 1, 21 2 4 3 5 6 7 8
Used By or Available To BP PWRI Toolbox DE&S, Taurus TFE TFE, IFP TFE, IFP TFE and Various Various

[1] http://www.mfrac.com/mwflood.html - Developed and marketed by Meyer and Associates, Inc. with specifications provided by Elf.
 
[2] The thermal back stress can be transient. A back stress is applied in accordance to . is the difference between the fracture temperature (specified and constant) and the virgin reservoir temperature (specified and constant). Regardless of fluid loss or fracture length or time, this back stress is constant if the coefficient b is constant. b is the Perkins and Gonzalez shape parameter. It is defined by b (semi-minor axis of thermal front perpendicular to the fracture) and a (semi-major). For b/h (fracture height is h) < 0.01, . For b/h > 10, b approaches 1.0.
 
[3] Multiple fractures (in different zones) can be considered.
 
[4] Using Perkins and Gonzalez semi-analytical relationship.
 
[5] Pseudo-analytical/numerical.
 
[6] But fracture is contained in one zone.
 
[7] Only uses an oil displacement factor and routines like Perkins and Gonzalez for the flood front position.
 
[8] As skin.
 
[9] Using PEA-23 formulation.
 
[10] TIF is thermally-induced fracturing. HF is hydraulic fracturing (sometimes referred to as forced fracturing).
 
[11] With capability for reactivation of propagation after fracture growth has stagnated.
 

Summary of PWRI Model Capabilities (part 2 of 2)

Capabilities Predictif PWFRAC Shell/
Maersk
Shell 1 Shell 2 TerraFrac Visage WID
Wellbore Temperature Profile X           X  
Matrix Injection Before Fracturing X           X [12]
Thermal Stresses X [13] X X X X X  
Poroelastic Stresses X X X X X X X  
2-D Fracturing Model X   [14] [15]     [16] X
P3D Fracturing Model         X      
3-D Fracturing Model           X [16]  
Fully Coupled with Reservoir Model             X  
Partially Coupled with Reservoir Model X X X X X [17]   X
Not Coupled with Reservoir Model                
Multiple-Layer Formation       X X X X  
Variable Saturation in Invaded Zone             X  
Two Phase Flow X           X  
Changing Viscosity with Temperature X ?   [18] [18]   [19]  
Secondary Fracture Considered             [20] X
Damage X X [21] [21] X   [22] [23]
Internal Formation Damage?   X   X [38]     [23]
External Filter Cake Considered   X   X [25]     [23]
Injection Regime [24] TIF TIF, HF TIF, HF TIF, HF TIF, HF HF TIF, Matrix Matrix
Tip Plugging Enabled No Yes   Yes [25]     ?
References 9 10,11 12,13 15 16 17, 18 19 20
Used By or Available To TFE PEA-23 ? Shell Shell Various V.I.P.S. U.T. PWRI

[12] Matrix and fixed fracture length.
 
[13] Not all PEA-23 participants have the thermal version.
 
[14] Various KGD and radial models.
 
[15] Constant height with a “square” fracture option to approximate radial growth.
 
[16] Weakly represented by fault elements and zones of elevated strain.
 
[17] Uses fluid loss, source functions for poroelasticity and Biot, Medlin, Massé solution for thermal stresses.
 
[18] Different properties (viscosity, relative permeability, saturation can be represented in specific elliptical zones around the fracture.
 
[19] V.I.P.S. indicated that this could be done.  However, they were not able to do this in the simulations that were carried out for this project on a well in Alaska.
 
[20] This is accomplished by a permeability reduction associated with constitutive behavior but macro fractures are not specifically propagated.
 
[21] Damage is represented as a fracture face skin or reduction in the effective conductivity of the fracture. Weakly represented (internal filter cake only).
 
[22] This is accomplished by a permeability reduction associated with constitutive behavior and does not represent plugging-related damage.
 
[23] Solids only??
 
[24] TIF is thermally-induced fracturing. HF is hydraulic fracturing (sometimes referred to as forced fracturing).
 
[25] Channeling implemented.
 
[26] University of Texas at Austin PWRI Consortium.
 

Comparison of Fracturing Model

Model
List
Fracturing Model Fracture
Criterion
2-D P3D 3-D
BPOPE     X S.I.F.
BP Spreadsheet X     Stress [27]
Diffract X     Stress
DE&S Model   X   Stress
Hydrafrac X     S.I.F.
Hydrafrac V3 X     S.I.F.
MWFlood   X   S.I.F.
Perkins and Gonzales X     Stress and S.I.F. [28]
Predictif X     Stress
PWFRAC  [29]     S.I.F.
Shell/Maersk Model X     S.I.F.
Shell 1 X     S.I.F.
Shell 2   X   S.I.F.
TerraFrac     X S.I.F.
VISAGE       Effective stress, but no fracture growth.
WID       Proprietary.

Case studies show that fracture height growth can be substantial in many cases (see for example, the cases presented by Elf for an offshore field in West Africa, and cases presented by Maersk for the Dan field). P3D or 3D fracturing models are required to simulate these PWRI-induced fractures.

One opinion is that a fracture criterion based on fracture toughness and stress intensity factor is preferred as non-linear effects such as in soft formations can be modeled by adopting results from non-linear fracture mechanics. Another school argues that the nonlinear aspects are too difficult to represent and that a stress-based criterion is appropriate, particularly for soft formations.

The intrinsic equations for the three-dimensional fracturing models in BPOPE and TerraFrac are the same.

[27] Friction pressure input from experience.
 
[28] Length iteration until both satisfied.
 
[29] With adequate tip plugging, fracture propagation terminates and in current versions it is not possible to reactivate propagation.
 

Model
List
Coupled Reservoir Model Two-Phase
Flow
Saturation
Computed
Temperature
Computed
No Partially Yes
BPOPE     X X X X
BP Spreadsheet   [30]        
Diffract   X        
DE&S Model     X X X X
Hydrafrac     X X X X
Hydrafrac V3     X X X X
MWFlood       ~ ~ [31]
Perkins and Gonzales       ~ ~ [32]
Predictif   X   X   X
PWFRAC   X       [33]
Shell/Maersk Model   X        
Shell 1   X        
Shell 2   X        
TerraFrac X          
VISAGE     X X X X
WID (proprietary)   ?        

The reservoir model in the BPOPE model is a three-dimensional finite difference model for heat transfer and two-phase fluid flow.

The reservoir model in the Duke model is a one-dimensional (perpendicular to the fracture face) finite difference model for heat transfer and two-phase fluid flow.

Coupling between fracturing simulation and reservoir simulation is necessary in PWRI modeling.

[30] Weakly, using Perkins and Gonzalez type considerations.
 
[31] Elliptical fluid loss and Perkins and Gonzalez type of methodology (pseudo-analytical).
 
[32] Pseudo-analytical.
 
[33] A customized version was developed for two of the PEA-23 participants.
 

Comparison of Fundamental Damage

Model
List
Internal
Damage
External
Filter Cake
Compound
Damage
Dynamic [34]
Filter Cake
BPOPE     X  
BP Spreadsheet   [35] [35]  
Diffract X X    
DE&S Model X X   X
Hydrafrac X X   [36]
Hydrafrac V3 X X   [36]
MWFlood        
Perkins and Gonzales   X X  
Predictif     X  
PWFRAC X X   X
Shell/Maersk Model     [37]  
Shell 1 X X    
Shell 2 [38] [39]    
TerraFrac        
VISAGE [40]      
WID (proprietary) [41] [41]   [41]

Few models are available to characterize formation damage, both internal and external, due to solids and oil in water.

[34] When the velocity in the fracture width is sufficiently high, material on the surface of the filter cake can be dislodged and swept along the fracture (often known as dynamic filtration).
 
[35] Skin is incorporated for radial flow as is the PEA-23 relationship for fracturing.
 
[36] Refer to Figure 4, SPE paper 68974.
 
[37] Weakly represented.
 
[38] Mobility representation.
 
[39] Channeling.
 
[40] Damage is due to mechanical effects related to effective stress levels, not plugging.
 
[41] Speculated based on the modelling methodology used in the radial flow version of WID – NOT CONFIRMED.
 

Model Descriptions

BPOPE BP Spreadsheet
Duke Engineering Model Hydfrac/Hydfrac V3
MW Flood Perkins and Gonzalez
Predictif PWFRAC
Shell / Maersk Shell 1
Shell 2 TerraFrac
Visage WID

Download Word Document

This download contains the theory and all of the models listed in the audit.

<Fracture Models Summary Fracture Models Summary   Click to return to the summary of fracture models.
 
 
  BPOPE> BPOPE   Click on this for a summary of BP Amoco's BPOPE simulator. It is a coupled model.
 

References

  1. Clifford, P.J., Berry, P.J., and Gu, H.: “Modelling the Vertical Confinement of Injection Well Thermal Fractures: paper SPE 20741 presented at the 1990 (65th) Annual Technical Conference and Exhibition, New Orleans, LA, September 23-26.
  2. PWRI ToolBox
  3. SPE 54773 [describing external filter cake behavior and methodologies for measurements of their characteristics]
  4. Settari, A. and Warren, G.M.: “Simulation and Field Analysis of Waterflood Induced Fracturing,” paper SPE/ISRM 28081 presented at the Eurorock 94 – Rock Mechanics in Petroleum Engineering, Delft, The Netherlands, August 29-31, 1994.
  5. SPE 36916
  6. SPE 68974 [Formation Damage Conference, The Hague, The Netherlands, May 21-22, 2001]
  7. http://www.mfrac.com/mwflood.html
  8. Perkins, T.K. and Gonzalez, J.A.: “The Effect of Thermoelastic Stresses on Injection Well Fracturing,” SPE Journal, February 1985, pp. 78 – 88.
  9. Detienne, J-L., Creusot, M., Kessler, N., Sahuquet, B., and Bergerot, J-L.: “Thermally-Induced Fractures: A Field Proven Analytical Model,” paper SPE 30777 presented at the 1995 SPE Annual Technical Conference and Exhibition, Dallas, TX October 22-25.
  10. PEA-23 Reports
  11. “Fracture Propagation, Filter Cake Build-up and Formation Plugging During PWRI,” PWRI News Letter, Feature Article, Volume 1, No. 3, October 1999.
  12. Ovens, J. and H. Niko, H.: “A New Model for Well Testing in Water Injection Wells Under Fracturing Conditions,” SPE 26425, presented at the 1993 SPE Annual Technical Conference and Exhibition held in Houston, Texas, October 3-6.
  13. Koning, E.J.L.: “Waterflooding Under Fracturing Conditions,” PhD thesis, Technical University of Delft, 1988.
  14. Ovens, J., Larsen, F.P. and Cowie, D.R.: “Making Sense of Water Injection Fractures in the Dan Field,” paper SPE 38928 presented at the 1997 SPE Annual Technical Conference and Exhibition held in San Antonio, Texas, 5-8 October 1997.
  15. van den Hoek, P.J., Matsuura, T., de Kroon, M., and Gheissary, G.: “Simulation of Produced Water Re-Injection Under Fracturing Conditions,” SPE 36846, paper presented at the SPE European Petroleum Conference, Milan, Italy (October 22-24, 1996).
  16. Gheissary, G., Fokker, P.A., Egberts, P.J.P., Floris, F.J.T., Sommerauer, G., and Kenter, C.J.: “Simulation of Fractures Induced by Produced Water Re-Injection in a Multi-Layer Reservoir,” paper SPE 54735 presented at the SPE/ISRM Eurorock ’98, Trondheim, Norway, July 8-10.
  17. Clifton, R.J.: “Three-Dimensional Fracture-Propagation Models,” Chapter 5 in Recent Advances in Hydraulic Fracturing, SPE Monograph Vol. 2, edited by J.L. Gidley, S.A. Holditch, D.E. Nierode and R.W. Veatch, Jr.
  18. Morales, R.H., Abou-Sayed, A.S., Jones, A.H. and Al Saffar, A.: “Detection of Formation Fracture in a Waterflooding Experiment,” paper SPE 13747, presented at the 1985 SPE Middle East Oil Technical Conference and Exhibition held in Bahrain, March 11-14, 1985.
  19. Visage
  20. Pang, S., and Sharma, M.M.: “A Model for Predicting Injectivity Decline in Water Injection Wells,” SPE 28489, paper presented at the 1994 SPE Annual Technical Conference and Exhibition, New Orleans, LA, September 25-28.
  21. Stevens, D.G., Murray, L.R. and Shah, P.C.: "Predicting Multiple Thermal Fractures in Horizontal Injection Wells; Coupling of a Wellbore and a Reservoir Simulator," paper SPE 59354 presented at the 2000 SPE/DOE Improved Oil Recovery Symp., Tulsa, OK, April 3-5.