All Days 2009
DOI: 10.2118/124307-ms
|View full text |Cite
|
Sign up to set email alerts
|

Development of a Geomechanical Reservoir Modelling Workflow and Simulations

Abstract: A Geomechanical Earth Model (GMEM) is wanted for every field development and should be maintained for the life-time of the field. These models are needed in order to contribute to safe and optimum drilling and production in depleting and complex reservoirs. This strategy is only possible if an automated workflow is developed. Links between the stress simulator Abaqus and the geological software Irap RMS and between Abaqus and the reservoir simulator ECLIPSE are established in order to have; (… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
4
0

Year Published

2009
2009
2016
2016

Publication Types

Select...
7

Relationship

1
6

Authors

Journals

citations
Cited by 11 publications
(4 citation statements)
references
References 6 publications
0
4
0
Order By: Relevance
“…If the model geometry can be discretized using cuboid hexahedral finite elements, the FE mesh can be directly translated into a FD pillar discretization, and the nodal coordinates for both simulations are identical (Cappa and Rutqvist, 2011) thus facilitating parameter exchange. However, if the model geometry is complex and the FE mesh uses tetrahedral elements, the data exchange requires a mapping approach capable of interpolating between the different spatial coordinates of the FD pillar discretization and the tetrahedral FE mesh (Bostrom, 2009).…”
Section: Coupled Model Simulationsmentioning
confidence: 99%
See 1 more Smart Citation
“…If the model geometry can be discretized using cuboid hexahedral finite elements, the FE mesh can be directly translated into a FD pillar discretization, and the nodal coordinates for both simulations are identical (Cappa and Rutqvist, 2011) thus facilitating parameter exchange. However, if the model geometry is complex and the FE mesh uses tetrahedral elements, the data exchange requires a mapping approach capable of interpolating between the different spatial coordinates of the FD pillar discretization and the tetrahedral FE mesh (Bostrom, 2009).…”
Section: Coupled Model Simulationsmentioning
confidence: 99%
“…This type of mapping can be done in several ways. (Bostrom, 2009) has demonstrated mapping through determination of the nearest neighbor. This study employed a technique similar to that used in computer game development to determine the container grid block which enables the study to overcome the limitations of current FD simulators in terms of discretization and precise handling of discontinuities.…”
Section: B) Fd and Fe Model Use Cuboid Hexahedral Meshes Of Differentmentioning
confidence: 99%
“…Over the years, the relationship between the magnitude of surface deformation and reservoir depletion has been studied through development of geomechanical models for conventional (Bostrom 2009), unconventional (Li and Li 2010) and oilsands (Shen et al 2014) reservoirs. Through coupling CMG-STARS™ (Thermal Reservoir Simulator) and ABAQUS™ (Geomechanical Simulator), Shen et al (2014) developed a forward modeling approach where a static geomechanical model was developed using a generic reservoir model and was calibrated against the historical heave data to obtain the plausible ranges of a number of geomechanical properties.…”
Section: Introductionmentioning
confidence: 99%
“…Many researchers have performed numerical studies of the mechanical behavior of reservoir sand (see Bostrøm 2009;Han and Dusseault 2005;and Yi et al 2008). The investigation of unconsolidated heavy-oil sand has drawn attention of a few researchers in recent years (Ahmed et al 2009 andHilbert et al 2009).…”
Section: Introductionmentioning
confidence: 99%