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IPTC-18216-MS
Construction of Structurally and
Stratigraphically Consistent Structural Models
Using the Volume-Based Modelling Technology:
Applications to an Australian Dataset
Laurent Souche1, Gulnara Iskenova1, Francois Lepage1,2 and David
Desmarest1
1 2
Slide 2Problems Solution Application
© 2014 Schlumberger. All rights reserved.
An asterisk is used throughout this presentation to denote a mark of Schlumberger.
Other company, product, and service names are the properties of their respective
owners.
IPTC logo by the International Petroleum Technology Conference (http://iptcnet.org)
The following slides were presented at the International Petroleum Technology
Conference in Kuala Lumpur, in December 2014.
They have been edited to include “Presenter notes”
The corresponding paper is available from the OnePetro online library:
https://www.onepetro.org/conference-paper/IPTC-18216-MS
OUTLINE
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
1 Problem(s)
Interpretation
Model
Problems Solution Application
“This presentation addresses the general problem of
building a geological model from interpretation data.”
OUTLINE
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
1 Problem(s)
Interpretation
Model
Problems Solution Application
“This presentation addresses the general problem of
building a geological model from interpretation data.”
“Three topics will be covered in more details:
• The interpolation of the model in
presence of sparse/incomplete data ;
OUTLINE
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
1 Problem(s)
Interpretation
Model
Problems Solution Application
“This presentation addresses the general problem of
building a geological model from interpretation data.”
“Three topics will be covered in more details:
• The interpolation of the model in
presence of sparse/incomplete data ;
• The incorporation of dense data, and of
complex geological constraints ;
OUTLINE
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
1 Problem(s)
Interpretation
Model
Problems Solution Application
“This presentation addresses the general problem of
building a geological model from interpretation data.”
“Three topics will be covered in more details:
• The interpolation of the model in
presence of sparse/incomplete data ;
• The incorporation of dense data, and of
complex geological constraints ;
• The improvements that an initial model
can bring to geological interpretations.”
OUTLINE
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
1 Problem(s)
Interpretation
Model
Problems Solution Application
2 Solution
Relative
geological age
“The technical solution we are
proposing is based on the
interpolation of a relative
geological age attribute in the
volume of interest. This is the
volume-based modeling (VBM)
technique.”
OUTLINE
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
1 Problem(s)
Interpretation
Model
Problems Solution Application
2 Solution
Relative
geological age
3 Application
x
“A case study detailing the
construction of a 3D model from
a dataset located offshore
Australia will be presented to
demonstrate this technique.”
OUTLINE
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
1 Problem(s)
Interpretation
Model
Problems Solution Application
2 Solution
Relative
geological age
3 Application
x
FULLY UTILIZED ROCK PHYSICS INFORMATION
Seismic signal
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
“Many algorithms, workflow and software have been developed for integrating rock
physics information coming from seismic data into facies and petrophysical property
models. This is an area in which the seismic data is utilized to its full extent.”
FULLY UTILIZED ROCK PHYSICS INFORMATION
Seismic signal
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
FULLY UTILIZED ROCK PHYSICS INFORMATION
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
• Acoustic impedance
• AVO
• Seismic inversion
• Quantitative
interpretation
FULLY UTILIZED ROCK PHYSICS INFORMATION
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
Facies & petrophysical
property modeling
FULLY UTILIZED ROCK PHYSICS INFORMATION
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
Facies & petrophysical
property modeling
UNDER-UTILIZED STRUCTURAL INFORMATION
Problems Solution ApplicationProblems
Seismic signal
“Conversely, only limited structural data is commonly extracted from seismic and
integrated into structural models, in the form of interpreted horizon and fault surfaces.
However, much more information could be exploited: any small “shape” seen in the
seismic signal should indeed be used to guide and refine modelled geometries.”
UNDER-UTILIZED STRUCTURAL INFORMATION
Problems Solution ApplicationProblems
Seismic signal
UNDER-UTILIZED STRUCTURAL INFORMATION
Problems Solution ApplicationProblems
Seismic signalTypical
interpretation
UNDER-UTILIZED STRUCTURAL INFORMATION
Problems Solution ApplicationProblems
Seismic signalTypical
interpretation
Structural
Model
“One consequence is that structural models are too often inaccurate or over-simplified.”
UNDER-UTILIZED STRUCTURAL INFORMATION
Problems Solution ApplicationProblems
Seismic signalTypical
interpretation
Structural
Model
Unexploited
structural
information Above and below
the reservoir
In-between
interpreted horizons
Can help “guiding”
horizon geometry
UNDER-UTILIZED STRUCTURAL INFORMATION
Problems Solution ApplicationProblems
Seismic signalTypical
interpretation
Structural
Model
Unexploited
structural
information Above and below
the reservoir
In-between
interpreted horizons
Can help “guiding”
horizon geometry
How to integrate this
information into a structural
framework?
Without creating 100s of
horizon surfaces…
Patches extracted
automatically from
seismic using the
Extrema technology
(Borgos et al. 2003)
UNDER-UTILIZED STRUCTURAL INFORMATION
Well logs
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
“To some extent, the same observation applies to well data...”
UNDER-UTILIZED STRUCTURAL INFORMATION
Well logs
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
UNDER-UTILIZED STRUCTURAL INFORMATION
Well logs
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
Well top
interpretation
& correlation
UNDER-UTILIZED STRUCTURAL INFORMATION
Well logs
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
Well top
interpretation
& correlation
Structural model
UNDER-UTILIZED STRUCTURAL INFORMATION
Well logs
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Problems Solution ApplicationProblems
Well top
interpretation
& correlation
Structural modelRefined
correlation
Bring additional
information on the
structure/thicknesses
framework
How to
facilitate
interpretation? How to
integrate into
the structural
framework?
Problems
EXISTING SOLUTIONS - STATE OF THE ART
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Existing techniques (“Global interpretation”)
• Mostly automated
 Little user input
• Usually relying on one type of data (e.g. seismic)
 Lack of integration
[Lomask 2007]
[Pauget 2009]
[Hoyes 2011]
…
Solution Application
“Existing “global interpretation” or “automated correlation” techniques are often limited
to one single type of data (e.g. seismic) and do not fully take advantage of the additional
information (well correlation, thickness maps, etc.) used to constrain a structural model.
They would benefit from better integration with the structural model construction.”
Problems
EXISTING SOLUTIONS - STATE OF THE ART
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Existing techniques (“Global interpretation”)
• Mostly automated
 Little user input
• Usually relying on one type of data (e.g. seismic)
 Lack of integration
[Lomask 2007]
[Pauget 2009]
[Hoyes 2011]
…
Interpretation
Static model
Dynamic model
Solution Application
Problems
EXISTING SOLUTIONS - STATE OF THE ART
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Existing techniques (“Global interpretation”)
• Mostly automated
 Little user input
• Usually relying on one type of data (e.g. seismic)
 Lack of integration
[Lomask 2007]
[Pauget 2009]
[Hoyes 2011]
…
Interpretation
Static model
Dynamic modelHistory
matching
Solution Application
Problems
EXISTING SOLUTIONS - STATE OF THE ART
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Existing techniques (“Global interpretation”)
• Mostly automated
 Little user input
• Usually relying on one type of data (e.g. seismic)
 Lack of integration
[Lomask 2007]
[Pauget 2009]
[Hoyes 2011]
…
Interpretation
Static model
Dynamic model
Mostly
Manual
History
matching
Solution Application
Problems
Our
solution
EXISTING SOLUTIONS - STATE OF THE ART
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Existing techniques (“Global interpretation”)
• Mostly automated
 Little user input
• Usually relying on one type of data (e.g. seismic)
 Lack of integration
[Lomask 2007]
[Pauget 2009]
[Hoyes 2011]
…
Interpretation
Static model
Dynamic modelHistory
matching
Solution Application
“The current reservoir modeling workflow tends to follow a waterfall approach: while
history matching techniques allowing to modify the static model as a function of dynamic
results are well known, little has been done to facilitate the refinement of interpretation
data from static models.”
Problems
Our
solution
EXISTING SOLUTIONS - STATE OF THE ART
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Existing techniques (“Global interpretation”)
• Mostly automated
 Little user input
• Usually relying on one type of data (e.g. seismic)
 Lack of integration
[Lomask 2007]
[Pauget 2009]
[Hoyes 2011]
…
Interpretation
Static model
Dynamic modelHistory
matching
Solution Application
PRINCIPLES OF VOLUME-BASED MODELING
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
Independent
surfaces
“Surface-based modeling techniques consist in modeling horizons and faults surfaces
consecutively, then gluing these surfaces together to form a watertight model.”
PRINCIPLES OF VOLUME-BASED MODELING
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
Independent
surfaces
Sealed model
glue
“Surface-based modeling techniques consist in modeling horizons and faults surfaces
consecutively, then gluing these surfaces together to form a watertight model.”
PRINCIPLES OF VOLUME-BASED MODELING
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
Independent
surfaces
Sealed model
glue
Initial volume
PRINCIPLES OF VOLUME-BASED MODELING
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
Independent
surfaces
Sealed model
glue
Relative geological
age (RGA)
Initial volume
PRINCIPLES OF VOLUME-BASED MODELING
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
Independent
surfaces
Sealed model
glue
Relative geological
age (RGA)
Low
High
Initial volume
PRINCIPLES OF VOLUME-BASED MODELING
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
Independent
surfaces
Sealed model
glue
split
Relative geological
age (RGA)
Low
High
Initial volume
“The volume-based modeling technique we are proposing consists in interpolating first a
relative geological age attribute in 3D, and then using iso-surfaces of this attribute to
partition the volume into several geological layers.”
PRINCIPLES OF VOLUME-BASED MODELING
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
Independent
surfaces
Sealed model
glue
split
Relative geological
age (RGA)
Low
High
Initial volume
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
High
Low
Relative geological
age
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
High
Low
Relative geological
age
Structural modeling = property modeling exercise
Isovalues = horizon surfaces
Gradient:
• Direction = dip
• Magnitude = thickness
Controls:
“Volume-based modeling turns structural modeling into a property modeling exercise:
interpolating the relative geological age (RGA) based on interpretation data. Not only does
this improve the robustness of the modeling and the geological consistency of the results,
but it also makes it possible to better control the geometry of the model through advanced
constraints on the value and the gradient of the RGA.”
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
High
Low
Relative geological
age
Structural modeling = property modeling exercise
Isovalues = horizon surfaces
Gradient:
• Direction = dip
• Magnitude = thickness
Controls:
Challenge: discontinuities
Unconformities Faults
“In implementing this approach, one major challenge is to properly account for structural
discontinuities such as faults and unconformities. This is solved by interpolating the RGA on a
discontinuous support, which is represented by an unstructured mesh.”
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
High
Low
Relative geological
age
Structural modeling = property modeling exercise
Isovalues = horizon surfaces
Gradient:
• Direction = dip
• Magnitude = thickness
Controls:
Solution: unstructured meshChallenge: discontinuities
Unconformities Faults
“In implementing this approach, one major challenge is to properly account for structural
discontinuities such as faults and unconformities. This is solved by interpolating the RGA on a
discontinuous support, which is represented by an unstructured mesh.”
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
Solution ApplicationProblems
High
Low
Relative geological
age
Structural modeling = property modeling exercise
Isovalues = horizon surfaces
Gradient:
• Direction = dip
• Magnitude = thickness
Controls:
Solution: unstructured meshChallenge: discontinuities
Unconformities Faults
Solution ApplicationProblems
“Here is a graphical summary of the volume-based modeling technique…”
Solution ApplicationProblems
Solution ApplicationProblems
Solution ApplicationProblems
Solution ApplicationProblems
Solution ApplicationProblems
Solution ApplicationProblems
Solution ApplicationProblems
Interpretation
Problems
VOLUME BASED MODELING – BASIC CONSTRAINTS
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
Missing
interpretation
Imperfect
contacts
Interpretation
Problems
VOLUME BASED MODELING – BASIC CONSTRAINTS
Basic constraints:
• Control value
• Smooth gradient
Relative geological age
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
Missing
interpretation
Imperfect
contacts
Interpretation
Problems
VOLUME BASED MODELING – BASIC CONSTRAINTS
Basic constraints:
• Control value
• Smooth gradient
Relative geological age
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
Missing
interpretation
Imperfect
contacts
1 horizon = 1 age
Minimize variations of dips and thicknesses
Interpretation
Problems
VOLUME BASED MODELING – BASIC CONSTRAINTS
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
Watertight geological model
Missing
interpretation
Imperfect
contacts
“Global”
technique
Interpretation
Problems
VOLUME BASED MODELING – BASIC CONSTRAINTS
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
Watertight geological model
Missing
interpretation
Imperfect
contacts
“Global”
technique
“Using volume-based modeling, all the horizons that conform to each other (i.e. that
belong to the same sequence) are interpolated simultaneously, yielding a watertight
model. Thanks to the regularization constraint which maximizes the smoothness of the
gradient of the RGA, layer thickness variations are minimized.”
Problems
VOLUME BASED MODELING – EXAMPLES
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
(*)
(*)
(*)
(*) Physical (sandbox) models courtesy Fault Dynamics Research Group, Royal Holloway
University of London.
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolutionSolution
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
“Basic”
constraints only
Inaccurate
interpolation
Solution
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
With “Fault
displacement”
constraint
Same “unknown”
relative geological age
Solution
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
With “Fault
displacement”
constraint
Same “unknown”
relative geological age
Solution
Constraint on the
RGA value
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolution
With “Fault
displacement”
constraint
Same “unknown”
relative geological age
Solution
Constraint on the
RGA value
“One advanced numerical constraint, similar in concept to the one described in Calcagno
et al. (2007) enables to constrain the value of the RGA at several arbitrary points so that
these points correspond to the same value of the RGA, without specifying this value. This
constraint makes it possible to interpret and control fault displacement (or apparent
displacement) on seismic sections.”
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (2)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolutionSolution
• “Dip direction”
constraint
• “Fold axis”
constraint
“Ideal”
surfaces
Modeled
surfaces
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (2)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolutionSolution
• “Dip direction”
constraint
• “Fold axis”
constraint
Constraints on
the RGA gradient
“Ideal”
surfaces
Modeled
surfaces
Problems
VOLUME BASED MODELING – ADVANCED CONSTRAINTS (2)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolutionSolution
• “Dip direction”
constraint
• “Fold axis”
constraint
Constraints on
the RGA gradient
“Ideal”
surfaces
Modeled
surfaces
“Other advanced constraints allow to control the orientation of the RGA gradient, and
therefore the dip of the interpolated layers or the orientation of structural axis. Thank to
such constraints, models can be created from very sparse data – such as dip measurements
along wellbores. This slide presents a small synthetic example in which a cylindrical fold is
reconstructed from two wells.”
Problems
VOLUME BASED MODELING – ADVANCED OUTPUTS
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolutionSolution
3D model
Correlation for
faulted models or
deviated wells
RGA
Relative geological age
Volume-based model
Problems
VOLUME BASED MODELING – ADVANCED OUTPUTS
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolutionSolution
3D model
Correlation for
faulted models or
deviated wells
RGA
Relative geological age
Volume-based model
“Beyond the integration of advanced structural data to build structural models, volume-
based modeling yields attributes which can be used to refine interpretation data. In this
example, the RGA attribute is extracted along well paths and used to guide and refine well
correlation.”
Problems
CASE STUDY – AUSTRALIAN MODEL (1)
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
ApplicationSolutionSolution
Dataset
• Area located offshore Western Australia
• 3D seismic block
• 8 wells with interpreted tops
Challenges:
• Complex stratigraphy (baselaps,
discontinuity and erosion)
• Complex structure: X, Y and λ faults
• Model from sea-bottom to underburden
Seismic data courtesy Geosciences Australia
Problems
CASE STUDY – AUSTRALIAN MODEL (2)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (2)
ApplicationSolutionSolution
“2D seismic reconstruction – which exploits a 2D version of volume-based modeling –
helped to interpret the seismic, and to validate the final interpretation.”
Problems
CASE STUDY – AUSTRALIAN MODEL (3)
ApplicationSolutionSolution
• 165 faults interpreted from seismic attributes (Ant tracking)
• Refining horizon interpretation iteratively by comparing
reconstructed horizons and seismic reflectors
• Add 4 horizons based on sparse data:
– From available well tops
– Without using isochore maps
Seismic data courtesy Geosciences Australia
1
2
3
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
“The model was created iteratively: first, a very sparse interpretation was created, and an
initial coarse model was built from this interpretation. The initial model was then used to
refine further the seismic interpretation. In parallel, patches extracted using the Extrema
technology were extracted, filtered, and integrated into the refined model using a
numerical constraint similar to the one described previously for controlling fault
displacement. This iterative workflow allowed to optimize both the model construction
time and the accuracy of the results.”
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CASE STUDY – AUSTRALIAN MODEL (4)
ApplicationSolutionSolution Application
Problems
CONCLUSION
IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche
SolutionSolution ApplicationApplication
• New “Global” modeling technique
• Based on interpolation of Relative Geological Age
• Allows controlling dip, thickness and “correlation”
• Can integrate large amounts of data and heterogeneous data types
• Ties with “Global interpretation” (e.g. Extrema technology)
• Can be used to enrich interpretation
Acknowledgements / Thank You / Questions
Acknowledgements
• Schlumberger Information Solutions and Rocksoft
• Geosciences Australia (case-study seismic dataset)
• Fault Dynamics Research Group, Royal Holloway University of London
(physical sandbox models)
• Montpellier Technology Center and Structural Geology Team
Solution ApplicationProblems
For the technically minded, the two next slides give a bit more details about
the interpolation of the Relative Geological Attribute.
They have been extracted from the following presentation:
Volume Based Modeling - Automated Construction of Complex
Structural Models, L. Souche, F. Lepage and G. Iskenova, EAGE 2013
PRINCIPLES OF VOLUME-BASED MODELING
Solution ApplicationProblems
CONSTRAINTS OF VOLUME-BASED MODELING
Solution ApplicationProblems
• Control points constraint:
 Sets the value of the implicit function (IF)
 At a given point in space  

Control
Point
0
1
23
N
Common
face
• Smooth gradient constraint:
 Constrains the gradient of the IF
 Ensures smooth variations
• Discontinuities in tetrahedral mesh:
 Break continuity of the interpolation
 Used to model e.g. faults
CONSTRAINTS OF VOLUME-BASED MODELING
Solution ApplicationProblems
• Control points constraint:
 Sets the value of the implicit function (IF)
 At a given point in space  

Control
Point
0
1
23
N
Common
face
• Smooth gradient constraint:
 Constrains the gradient of the IF
 Ensures smooth variations
• Discontinuities in tetrahedral mesh:
 Break continuity of the interpolation
 Used to model e.g. faults











0
gradient
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Construction of Structurally and Stratigraphically Consistent Structural Models using the Volume-Based Modelling Technology (IPTC-18216-MS)

  • 1. IPTC-18216-MS Construction of Structurally and Stratigraphically Consistent Structural Models Using the Volume-Based Modelling Technology: Applications to an Australian Dataset Laurent Souche1, Gulnara Iskenova1, Francois Lepage1,2 and David Desmarest1 1 2
  • 2. Slide 2Problems Solution Application © 2014 Schlumberger. All rights reserved. An asterisk is used throughout this presentation to denote a mark of Schlumberger. Other company, product, and service names are the properties of their respective owners. IPTC logo by the International Petroleum Technology Conference (http://iptcnet.org) The following slides were presented at the International Petroleum Technology Conference in Kuala Lumpur, in December 2014. They have been edited to include “Presenter notes” The corresponding paper is available from the OnePetro online library: https://www.onepetro.org/conference-paper/IPTC-18216-MS
  • 3. OUTLINE IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche 1 Problem(s) Interpretation Model Problems Solution Application “This presentation addresses the general problem of building a geological model from interpretation data.”
  • 4. OUTLINE IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche 1 Problem(s) Interpretation Model Problems Solution Application “This presentation addresses the general problem of building a geological model from interpretation data.” “Three topics will be covered in more details: • The interpolation of the model in presence of sparse/incomplete data ;
  • 5. OUTLINE IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche 1 Problem(s) Interpretation Model Problems Solution Application “This presentation addresses the general problem of building a geological model from interpretation data.” “Three topics will be covered in more details: • The interpolation of the model in presence of sparse/incomplete data ; • The incorporation of dense data, and of complex geological constraints ;
  • 6. OUTLINE IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche 1 Problem(s) Interpretation Model Problems Solution Application “This presentation addresses the general problem of building a geological model from interpretation data.” “Three topics will be covered in more details: • The interpolation of the model in presence of sparse/incomplete data ; • The incorporation of dense data, and of complex geological constraints ; • The improvements that an initial model can bring to geological interpretations.”
  • 7. OUTLINE IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche 1 Problem(s) Interpretation Model Problems Solution Application 2 Solution Relative geological age “The technical solution we are proposing is based on the interpolation of a relative geological age attribute in the volume of interest. This is the volume-based modeling (VBM) technique.”
  • 8. OUTLINE IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche 1 Problem(s) Interpretation Model Problems Solution Application 2 Solution Relative geological age 3 Application x “A case study detailing the construction of a 3D model from a dataset located offshore Australia will be presented to demonstrate this technique.”
  • 9. OUTLINE IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche 1 Problem(s) Interpretation Model Problems Solution Application 2 Solution Relative geological age 3 Application x
  • 10. FULLY UTILIZED ROCK PHYSICS INFORMATION Seismic signal IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems “Many algorithms, workflow and software have been developed for integrating rock physics information coming from seismic data into facies and petrophysical property models. This is an area in which the seismic data is utilized to its full extent.”
  • 11. FULLY UTILIZED ROCK PHYSICS INFORMATION Seismic signal IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems
  • 12. FULLY UTILIZED ROCK PHYSICS INFORMATION IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems • Acoustic impedance • AVO • Seismic inversion • Quantitative interpretation
  • 13. FULLY UTILIZED ROCK PHYSICS INFORMATION IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems Facies & petrophysical property modeling
  • 14. FULLY UTILIZED ROCK PHYSICS INFORMATION IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems Facies & petrophysical property modeling
  • 15. UNDER-UTILIZED STRUCTURAL INFORMATION Problems Solution ApplicationProblems Seismic signal “Conversely, only limited structural data is commonly extracted from seismic and integrated into structural models, in the form of interpreted horizon and fault surfaces. However, much more information could be exploited: any small “shape” seen in the seismic signal should indeed be used to guide and refine modelled geometries.”
  • 16. UNDER-UTILIZED STRUCTURAL INFORMATION Problems Solution ApplicationProblems Seismic signal
  • 17. UNDER-UTILIZED STRUCTURAL INFORMATION Problems Solution ApplicationProblems Seismic signalTypical interpretation
  • 18. UNDER-UTILIZED STRUCTURAL INFORMATION Problems Solution ApplicationProblems Seismic signalTypical interpretation Structural Model “One consequence is that structural models are too often inaccurate or over-simplified.”
  • 19. UNDER-UTILIZED STRUCTURAL INFORMATION Problems Solution ApplicationProblems Seismic signalTypical interpretation Structural Model Unexploited structural information Above and below the reservoir In-between interpreted horizons Can help “guiding” horizon geometry
  • 20. UNDER-UTILIZED STRUCTURAL INFORMATION Problems Solution ApplicationProblems Seismic signalTypical interpretation Structural Model Unexploited structural information Above and below the reservoir In-between interpreted horizons Can help “guiding” horizon geometry How to integrate this information into a structural framework? Without creating 100s of horizon surfaces… Patches extracted automatically from seismic using the Extrema technology (Borgos et al. 2003)
  • 21. UNDER-UTILIZED STRUCTURAL INFORMATION Well logs IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems “To some extent, the same observation applies to well data...”
  • 22. UNDER-UTILIZED STRUCTURAL INFORMATION Well logs IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems
  • 23. UNDER-UTILIZED STRUCTURAL INFORMATION Well logs IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems Well top interpretation & correlation
  • 24. UNDER-UTILIZED STRUCTURAL INFORMATION Well logs IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems Well top interpretation & correlation Structural model
  • 25. UNDER-UTILIZED STRUCTURAL INFORMATION Well logs IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Problems Solution ApplicationProblems Well top interpretation & correlation Structural modelRefined correlation Bring additional information on the structure/thicknesses framework How to facilitate interpretation? How to integrate into the structural framework?
  • 26. Problems EXISTING SOLUTIONS - STATE OF THE ART IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Existing techniques (“Global interpretation”) • Mostly automated  Little user input • Usually relying on one type of data (e.g. seismic)  Lack of integration [Lomask 2007] [Pauget 2009] [Hoyes 2011] … Solution Application “Existing “global interpretation” or “automated correlation” techniques are often limited to one single type of data (e.g. seismic) and do not fully take advantage of the additional information (well correlation, thickness maps, etc.) used to constrain a structural model. They would benefit from better integration with the structural model construction.”
  • 27. Problems EXISTING SOLUTIONS - STATE OF THE ART IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Existing techniques (“Global interpretation”) • Mostly automated  Little user input • Usually relying on one type of data (e.g. seismic)  Lack of integration [Lomask 2007] [Pauget 2009] [Hoyes 2011] … Interpretation Static model Dynamic model Solution Application
  • 28. Problems EXISTING SOLUTIONS - STATE OF THE ART IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Existing techniques (“Global interpretation”) • Mostly automated  Little user input • Usually relying on one type of data (e.g. seismic)  Lack of integration [Lomask 2007] [Pauget 2009] [Hoyes 2011] … Interpretation Static model Dynamic modelHistory matching Solution Application
  • 29. Problems EXISTING SOLUTIONS - STATE OF THE ART IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Existing techniques (“Global interpretation”) • Mostly automated  Little user input • Usually relying on one type of data (e.g. seismic)  Lack of integration [Lomask 2007] [Pauget 2009] [Hoyes 2011] … Interpretation Static model Dynamic model Mostly Manual History matching Solution Application
  • 30. Problems Our solution EXISTING SOLUTIONS - STATE OF THE ART IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Existing techniques (“Global interpretation”) • Mostly automated  Little user input • Usually relying on one type of data (e.g. seismic)  Lack of integration [Lomask 2007] [Pauget 2009] [Hoyes 2011] … Interpretation Static model Dynamic modelHistory matching Solution Application “The current reservoir modeling workflow tends to follow a waterfall approach: while history matching techniques allowing to modify the static model as a function of dynamic results are well known, little has been done to facilitate the refinement of interpretation data from static models.”
  • 31. Problems Our solution EXISTING SOLUTIONS - STATE OF THE ART IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Existing techniques (“Global interpretation”) • Mostly automated  Little user input • Usually relying on one type of data (e.g. seismic)  Lack of integration [Lomask 2007] [Pauget 2009] [Hoyes 2011] … Interpretation Static model Dynamic modelHistory matching Solution Application
  • 32. PRINCIPLES OF VOLUME-BASED MODELING IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems Independent surfaces “Surface-based modeling techniques consist in modeling horizons and faults surfaces consecutively, then gluing these surfaces together to form a watertight model.”
  • 33. PRINCIPLES OF VOLUME-BASED MODELING IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems Independent surfaces Sealed model glue “Surface-based modeling techniques consist in modeling horizons and faults surfaces consecutively, then gluing these surfaces together to form a watertight model.”
  • 34. PRINCIPLES OF VOLUME-BASED MODELING IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems Independent surfaces Sealed model glue Initial volume
  • 35. PRINCIPLES OF VOLUME-BASED MODELING IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems Independent surfaces Sealed model glue Relative geological age (RGA) Initial volume
  • 36. PRINCIPLES OF VOLUME-BASED MODELING IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems Independent surfaces Sealed model glue Relative geological age (RGA) Low High Initial volume
  • 37. PRINCIPLES OF VOLUME-BASED MODELING IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems Independent surfaces Sealed model glue split Relative geological age (RGA) Low High Initial volume “The volume-based modeling technique we are proposing consists in interpolating first a relative geological age attribute in 3D, and then using iso-surfaces of this attribute to partition the volume into several geological layers.”
  • 38. PRINCIPLES OF VOLUME-BASED MODELING IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems Independent surfaces Sealed model glue split Relative geological age (RGA) Low High Initial volume
  • 39. IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems High Low Relative geological age
  • 40. IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems High Low Relative geological age Structural modeling = property modeling exercise Isovalues = horizon surfaces Gradient: • Direction = dip • Magnitude = thickness Controls: “Volume-based modeling turns structural modeling into a property modeling exercise: interpolating the relative geological age (RGA) based on interpretation data. Not only does this improve the robustness of the modeling and the geological consistency of the results, but it also makes it possible to better control the geometry of the model through advanced constraints on the value and the gradient of the RGA.”
  • 41. IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems High Low Relative geological age Structural modeling = property modeling exercise Isovalues = horizon surfaces Gradient: • Direction = dip • Magnitude = thickness Controls: Challenge: discontinuities Unconformities Faults “In implementing this approach, one major challenge is to properly account for structural discontinuities such as faults and unconformities. This is solved by interpolating the RGA on a discontinuous support, which is represented by an unstructured mesh.”
  • 42. IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems High Low Relative geological age Structural modeling = property modeling exercise Isovalues = horizon surfaces Gradient: • Direction = dip • Magnitude = thickness Controls: Solution: unstructured meshChallenge: discontinuities Unconformities Faults “In implementing this approach, one major challenge is to properly account for structural discontinuities such as faults and unconformities. This is solved by interpolating the RGA on a discontinuous support, which is represented by an unstructured mesh.”
  • 43. IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche Solution ApplicationProblems High Low Relative geological age Structural modeling = property modeling exercise Isovalues = horizon surfaces Gradient: • Direction = dip • Magnitude = thickness Controls: Solution: unstructured meshChallenge: discontinuities Unconformities Faults
  • 44. Solution ApplicationProblems “Here is a graphical summary of the volume-based modeling technique…”
  • 52. Interpretation Problems VOLUME BASED MODELING – BASIC CONSTRAINTS IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution Missing interpretation Imperfect contacts
  • 53. Interpretation Problems VOLUME BASED MODELING – BASIC CONSTRAINTS Basic constraints: • Control value • Smooth gradient Relative geological age IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution Missing interpretation Imperfect contacts
  • 54. Interpretation Problems VOLUME BASED MODELING – BASIC CONSTRAINTS Basic constraints: • Control value • Smooth gradient Relative geological age IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution Missing interpretation Imperfect contacts 1 horizon = 1 age Minimize variations of dips and thicknesses
  • 55. Interpretation Problems VOLUME BASED MODELING – BASIC CONSTRAINTS IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution Watertight geological model Missing interpretation Imperfect contacts “Global” technique
  • 56. Interpretation Problems VOLUME BASED MODELING – BASIC CONSTRAINTS IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution Watertight geological model Missing interpretation Imperfect contacts “Global” technique “Using volume-based modeling, all the horizons that conform to each other (i.e. that belong to the same sequence) are interpolated simultaneously, yielding a watertight model. Thanks to the regularization constraint which maximizes the smoothness of the gradient of the RGA, layer thickness variations are minimized.”
  • 57. Problems VOLUME BASED MODELING – EXAMPLES IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution (*) (*) (*) (*) Physical (sandbox) models courtesy Fault Dynamics Research Group, Royal Holloway University of London.
  • 58. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolutionSolution
  • 59. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution “Basic” constraints only Inaccurate interpolation Solution
  • 60. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution With “Fault displacement” constraint Same “unknown” relative geological age Solution
  • 61. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution With “Fault displacement” constraint Same “unknown” relative geological age Solution Constraint on the RGA value
  • 62. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (1) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolution With “Fault displacement” constraint Same “unknown” relative geological age Solution Constraint on the RGA value “One advanced numerical constraint, similar in concept to the one described in Calcagno et al. (2007) enables to constrain the value of the RGA at several arbitrary points so that these points correspond to the same value of the RGA, without specifying this value. This constraint makes it possible to interpret and control fault displacement (or apparent displacement) on seismic sections.”
  • 63. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (2) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolutionSolution • “Dip direction” constraint • “Fold axis” constraint “Ideal” surfaces Modeled surfaces
  • 64. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (2) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolutionSolution • “Dip direction” constraint • “Fold axis” constraint Constraints on the RGA gradient “Ideal” surfaces Modeled surfaces
  • 65. Problems VOLUME BASED MODELING – ADVANCED CONSTRAINTS (2) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolutionSolution • “Dip direction” constraint • “Fold axis” constraint Constraints on the RGA gradient “Ideal” surfaces Modeled surfaces “Other advanced constraints allow to control the orientation of the RGA gradient, and therefore the dip of the interpolated layers or the orientation of structural axis. Thank to such constraints, models can be created from very sparse data – such as dip measurements along wellbores. This slide presents a small synthetic example in which a cylindrical fold is reconstructed from two wells.”
  • 66. Problems VOLUME BASED MODELING – ADVANCED OUTPUTS IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolutionSolution 3D model Correlation for faulted models or deviated wells RGA Relative geological age Volume-based model
  • 67. Problems VOLUME BASED MODELING – ADVANCED OUTPUTS IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolutionSolution 3D model Correlation for faulted models or deviated wells RGA Relative geological age Volume-based model “Beyond the integration of advanced structural data to build structural models, volume- based modeling yields attributes which can be used to refine interpretation data. In this example, the RGA attribute is extracted along well paths and used to guide and refine well correlation.”
  • 68. Problems CASE STUDY – AUSTRALIAN MODEL (1) IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche ApplicationSolutionSolution Dataset • Area located offshore Western Australia • 3D seismic block • 8 wells with interpreted tops Challenges: • Complex stratigraphy (baselaps, discontinuity and erosion) • Complex structure: X, Y and λ faults • Model from sea-bottom to underburden Seismic data courtesy Geosciences Australia
  • 69. Problems CASE STUDY – AUSTRALIAN MODEL (2) ApplicationSolutionSolution
  • 70. Problems CASE STUDY – AUSTRALIAN MODEL (2) ApplicationSolutionSolution “2D seismic reconstruction – which exploits a 2D version of volume-based modeling – helped to interpret the seismic, and to validate the final interpretation.”
  • 71. Problems CASE STUDY – AUSTRALIAN MODEL (3) ApplicationSolutionSolution • 165 faults interpreted from seismic attributes (Ant tracking) • Refining horizon interpretation iteratively by comparing reconstructed horizons and seismic reflectors • Add 4 horizons based on sparse data: – From available well tops – Without using isochore maps Seismic data courtesy Geosciences Australia 1 2 3
  • 72. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution “The model was created iteratively: first, a very sparse interpretation was created, and an initial coarse model was built from this interpretation. The initial model was then used to refine further the seismic interpretation. In parallel, patches extracted using the Extrema technology were extracted, filtered, and integrated into the refined model using a numerical constraint similar to the one described previously for controlling fault displacement. This iterative workflow allowed to optimize both the model construction time and the accuracy of the results.”
  • 73. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution
  • 74. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution
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  • 93. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 94. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 95. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 96. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 97. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 98. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 99. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 100. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 101. Problems CASE STUDY – AUSTRALIAN MODEL (4) ApplicationSolutionSolution Application
  • 102. Problems CONCLUSION IPTC-18216-MS• Construction of Structural Models Using the Volume-Based Modelling Technology • Laurent Souche SolutionSolution ApplicationApplication • New “Global” modeling technique • Based on interpolation of Relative Geological Age • Allows controlling dip, thickness and “correlation” • Can integrate large amounts of data and heterogeneous data types • Ties with “Global interpretation” (e.g. Extrema technology) • Can be used to enrich interpretation
  • 103. Acknowledgements / Thank You / Questions Acknowledgements • Schlumberger Information Solutions and Rocksoft • Geosciences Australia (case-study seismic dataset) • Fault Dynamics Research Group, Royal Holloway University of London (physical sandbox models) • Montpellier Technology Center and Structural Geology Team
  • 104. Solution ApplicationProblems For the technically minded, the two next slides give a bit more details about the interpolation of the Relative Geological Attribute. They have been extracted from the following presentation: Volume Based Modeling - Automated Construction of Complex Structural Models, L. Souche, F. Lepage and G. Iskenova, EAGE 2013
  • 105. PRINCIPLES OF VOLUME-BASED MODELING Solution ApplicationProblems
  • 106. CONSTRAINTS OF VOLUME-BASED MODELING Solution ApplicationProblems • Control points constraint:  Sets the value of the implicit function (IF)  At a given point in space    Control Point 0 1 23 N Common face • Smooth gradient constraint:  Constrains the gradient of the IF  Ensures smooth variations • Discontinuities in tetrahedral mesh:  Break continuity of the interpolation  Used to model e.g. faults
  • 107. CONSTRAINTS OF VOLUME-BASED MODELING Solution ApplicationProblems • Control points constraint:  Sets the value of the implicit function (IF)  At a given point in space    Control Point 0 1 23 N Common face • Smooth gradient constraint:  Constrains the gradient of the IF  Ensures smooth variations • Discontinuities in tetrahedral mesh:  Break continuity of the interpolation  Used to model e.g. faults            0 gradient tpoincontrol F   &            0 gradient tpoincontrol F   Numberofconstraints Number of nodes  Linear system of equations  Unknowns 𝜑(𝛼𝑖)= IF values at the nodes of the tetrahedral mesh  Solved using incomplete QR factorization                  equationsgradientconst equationsgradient equationstinpocontrol C C C A .