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Geomechanics to Solve Structure Related Issues in Petroleum Reservoirs*
By
Laurent Maerten1
Search and Discovery Article #40262 (2007)
Posted October 25, 2007
*Reprinted, with some modification in format, from AAPG European Region Newsletter, September 2007, v.2 (http://www.aapg.org/europe/newsletters/index.cfm), p. 2-3, with kind permission of the author and AAPG European Region Newsletter, Hugo Matias, Editor ([email protected]).
1IGEOSS, Montpellier, France ([email protected])
Numerical models of rock deformation based on
continuum mechanics can provide significant means for the interpretation and
characterization of geologic structures in the context of hydrocarbon
exploration and production and thus significantly improve decision making and
reduce production risks. In that respect IGEOSS has been developing, in
collaboration with Stanford University and industry sponsors such as BG Group,
BHP Billiton, ChevronTexaco, ConocoPhillips, ENI, ExxonMobil, RepsolYPF, Shell,
and Total, two geomechanical tools, Poly3D and Dynel2D/3D, and associated
industry applications. Both tools use innovative iterative techniques developed
by IGEOSS research team and take advantage of the latest computer technologies
available today, such as the dual core processor allowing for fast computation
while preserving the model
structural complexity.
Poly3D is a fast numerical tool based on the boundary
element method (BEM). It uses surfaces with friction as 3D discontinuities
(i.e., faults, joints, salt domes, bedding interfaces, or cavities) and a
heterogeneous elastic medium that does not need to be discretized as with the
finite element method (FEM). Discontinuity surfaces are made of triangular
elements, which are particularly well suited to model
complex surfaces such as a
curving fault with irregular tip-line. Poly3D computes the deformation and
perturbed stress field around 3D discontinuities for one or more tectonic
events. The main industry applications are the characterization of undetected
fractures in reservoirs, drilling location decision, fracture reactivation
during depletion and drilling, well bore stability, reservoir geomechanics, and
verification
of 3D structural interpretations.
Dynel2D/3D is a numerical tool based on FEM, which honors the full complement of
physical laws that govern geological deformation. It is primarily used for
structural restoration (Maerten and Maerten, 2006), where physical laws and
linear elastic theory replace kinematic and geometric constraints used by the
existing methods. Dynel2D/3D computes the deformation and perturbed stress field
from the restoration of complex geological structures through time. These
complex structures include faults, joints, folds, bedding slip, and
inhomogeneous mechanical properties. The main industry applications are the
verification
of 2D or 3D structural interpretations, the characterization of
undetected fractures in reservoirs, and the basin evolution through time.
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3D Structure
Complex geological structure such as those
observed in contractional settings, where thrusting and folding are
known to be challenging, as they often are poorly imaged, are known to
be potentially good hydrocarbon traps. In such context, it is essential
to check the consistency of the subsurface structural interpretations.
Many geometric and kinematic techniques used by structural geologists
have been developed in that respect. Measures of gaps and overlaps
between the restored parts of a
The first example (Figure
1) illustrates how 3D forward modeling with Poly3D can be used to
mechanically check the consistency of a faulted reservoir
In the second example (Figure
2), we investigate the geometric consistency of the so-called SEG-EAGE
3D overthrust
Small-scale Fracture Characterization
Structural heterogeneities, such as faults and
joints, are known to be capable of significantly altering the flow of
hydrocarbons, either during the migration from the source to the
reservoir rock or during production of the reservoir. Therefore,
understanding and quantifying the spatial and temporal development of
these features as well as their properties (e.g., geometry, throw,
aperture, permeability, etc.) can have great economical impact on the
recovery of natural reserves. However, despite the tremendous detail now
available from 3D seismic reflection techniques, many of these features
cannot be detected at the current resolution of the seismic reflection
data. In order to more realistically
The basic methodology consists of calculating
the stress distribution at the time of fracturing using the available
reservoir structure data such as faults, fractures and folds, the rock
properties and the tectonic setting that can be characterized by stress
or strain magnitude and orientation. Then, the calculated stress fields,
perturbed by the main structures, combined with rock failure criteria
are used to
Rigorous analysis based on well established geomechanical principles can play a key role to further reduce uncertainties, refine seismic interpretations, and to understand fracture characteristics in order to improved reservoir characterization.
(For a more complete reference list, please go to www.igeoss.com and follow the link R&D/Publications). Aminzadeh, F., Brac, J., and Kunz, T., 1997, 3-D Salt and Overthrust Models: Society of Exploration Geophysicists 3-D Modeling Series, No. 1. Bourne, S. J., and Willemse, E.J.M., 2001, Elastic stress control on the pattern of tensile fracturing around a small fault network at Nash Point, UK: Journal of Structural Geology, v. 23, p. 1753-1770. Maerten, L., Pollard, D.D., and Karpuz, R., 2000, How to constrain 3-D fault continuity and linkage using reflection seismic data: A geomechanical approach: AAPG Bulletin, v. 84, p. 1311-1324. Maerten, L., Gillespie, P., and Daniel, J.-M., 2006, 3-D geomechanical modeling for constraint of subseismic fault simulation: AAPG Bulletin, v. 90, p. 1337-1358. Maerten, L., and Maerten, F., 2006, Chronologique modeling of faulted and fractured reservoirs using geomechanically based restoration: Technique and industry applications: AAPG Bulletin, v. 90, p. 1201-1226. |