--> Abstract: Using Geomechanical Modeling to Constrain Discrete Fracture Networks and Fractured Reservoir Permeability Structure, by Rolf V. Ackermann, Stephen Dee, Graham Yielding, Brett Freeman, and Laurent Ghilardini; #90039 (2005)
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Using Geomechanical Previous HitModelingNext Hit to Constrain Discrete Fracture Networks and Fractured Previous HitReservoirNext Hit Permeability Structure

Rolf V. Ackermann1, Stephen Dee2, Graham Yielding3, Brett Freeman2, and Laurent Ghilardini4
1 Beicip Inc, Houston, TX
2 Badley Geoscience Ltd, Lincolnshire, United Kingdom
3 Badley Geoscience Ltd, N/A, United Kingdom
4 Beicip-Franlab, 92502 Reuil Malmaison CEDEX, France

Fractured Previous HitreservoirNext Hit models are used for many Previous HitpurposesNext Hit, from prospect generation and well planning, Previous HitreservoirNext Hit Previous HitsimulationNext Hit and depletion planning, to risk assessment and reserve calculations. Discrete Fracture Network (DFN) models constructed from seismic data, facies models, borehole image data and dynamic data provide the most robust estimates of fracture permeability for use in full-field Previous HitreservoirNext Hit Previous HitsimulationNext Hit. However, the results of geomechanical Previous HitmodelingNext Hit are generally not directly integrated into DFN models.

We use a boundary element / elastic dislocation approach to forward model strains related to faulting. Elastic dislocation (ED) theory is widely used by seismologists to predict surface deformation following earthquakes. The displacement boundary conditions on the modeled faults along with the regional strains are used to determine the strain tensor at a predefined set of solution points. The stress tensor is computed from the strain tensor so that the orientation and magnitudes of the principal stresses, the relative intensity and the mode and most-likely orientations of failure through the Previous HitreservoirTop are determined.

Predictions of fracturing from the elastic dislocation model are tested and calibrated against “ground truth” data, including observed fracture density and orientation data from borehole image logs. A DFN is constructed by combining this information with 3D facies distributions. Fracture permeability is calibrated to field dynamic data by simulating fluid flow in the DFN. The final model provides fracture permeability, porosity, and equivalent matrix block dimensions for each model cell, which vary as a function 1. facies distribution, 2. observed well data, 3. predicted strains, 4. predicted failure mode, and 5. predicted failure orientations.

AAPG Search and Discovery Article #90039©2005 AAPG Calgary, Alberta, June 16-19, 2005