accounting for uncertainty in dual porosity descriptions ... · dpnum pattern flow response...
TRANSCRIPT
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Accounting for Uncertainty in Dual Porosity Descriptions of Fractured Systems
Andre Jung, Jef Caers, Stanford UniversityDarryl Fenwick, Streamsim Technologies
25th Anniversary Meeting of the Stanford Center for Reservoir Forecasting, May 9 2012
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Two WorldsModels builtby Geologists
Models usedby Engineers
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Naturally Fractured Reservoirs
The Purpose:● Uncertainty Quantification● History Matching
The Challenge:● Geologically consistent● Field Scale ● Integration with existing Software
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… this morning: Scenario Uncertainty
Hyucksoo Park, Céline Scheidt and Jef Caers
Ti2Ti1 Ti3
Rejection of Geological Scenarios / Training Images
based on the data
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Can we build Training Images for Fractures?
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General Overview of Methodology
● Geostatistics● History Matching● PPM ● …
Complex Fracture ModelsLimited / Manageable Setof flow-based scenarios forTraining Images
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The Idea
● Generate Discrete Fracture Network (FracMan)● Upscale to Effective Properties (grid)● Decide which cells are Dual-Porosity pattern→● Run Streamline Simulation (3DSL)● Select flow responses via pattern-based distances
DFNDPNUM pattern
Flow ResponseUpscaling toEffective
Properties
Fractures / Input
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Upscaling Fracture Model (DFN) to Flow Model
PermeabilityK
X,Y,Z
Sigma
“Oda (Gold)” (analytical), BlockK (flow based), ...
“Shape Factor”fracture/matrix interactionSigma, Gilman & Kazemi, …
(analytical)
Fracture Model Effective Properties
PorosityFractureVolume
1 grid block
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DP model: ON/OFF
PermeabilityK
X,Y,Z
Porosity
Sigma
Threshold(Kx,Ky,Kz,φ,σ) > ε
ON: fractured
OFF: non-fractured
DPNUM patternEffective Properties
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DPNUM pattern
all cells OFF/non-fractured
all cells ON/all fractured
SP M
od
el
ON: fractured
OFF: non-fractured
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Illustration 1
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Streamline Simulation Model
NX*NY*NZ: 102*86*5Injectors: 18Producers: 27
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Building the Illustration Case
Fracture Models
DPNUM patternFlow Responses
Varied Fracture Parameters:
● intensity● size (distribution)● trend (azimuth)● orientation (distribution)● constrained to structure● 2nd fracture set → 96 combinations
Fixed: hydraulic parameters Upscaling toEffective Properties
& Threshold
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pattern from different perspectives
X
Y
X
Y
top view
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96 patterns through parameter variation
varied parameters:● intensity● size ● trend (azimuth)● orientation ● cond. to fold● 2nd fracture set
fixed parameters: ● permeability ● aperture
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96 Field Responses: sensitivity to DFN input parameters
surface water production
time
surface water production
time
Trend (Azimuth) of Fractures Intensity constraint to structure: yes/no
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Let's try an approachbased on the patterns
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Patterns clustered byModified Hausdorff Distance
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time
surface water production
96 Field Responses by pattern
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Illustration 2
Spatial Uncertainty
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Spatial Uncertainty
● Pick 4 DFN parameter sets (distinct patterns)● Apply 3 variations (trend of fractures)● Run 10 Realizations of DFN per parameter set
➔ 120 Flow Responses● Group Flow Responses by parameter set
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12 patterns
10 realizationsSpatial uncertainty of patterns
ori
en
tati
on
ori
en
tati
on
ori
en
tati
on
ori
en
tati
on
conditionedto fold
2nd fracture set
conditionedto fold
and2nd fracture set
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Field response by parameter set / pattern
time
pattern
surface water production input parameter uncertainty > spatial uncertainty
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pattern
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Patterns clustered byModified Hausdorff Distance
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Field response by pattern
time
surface water production
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Fracture Model EffectiveProperties
Flow ResponseUpscaling to Flow Model
aim: translate / replace
establishing a new workflow
complex&
CPU demanding
Fractures
DPNUM patternFlow ResponseTraining Images
● Geostatistics● MPS● PPM● ...
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DPNUM pattern Flow Response
establishing a new workflow
● bypass complexity of DFN modeling & upscaling● by using fracture patterns as training images● conserve geologic realism via training images● simulate fracture patterns directly ● less CPU demanding
training images for fractures
Training Images
● Geostatistics● MPS● PPM● ...
reasonablycapture uncertainty
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scale?
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possible approach
Mariethoz and Kelly (2011)DOI: 10.1029/2011WR010412
Training Images
MPS Realizations
non-stationarytransformation
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Conclusions
● Translation of DFN Models to Grid/Pattern Domain
● Training Images for Fractures
● Preservation of Geological Realism
● Easy Integration with existing Software
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Acknowledgments
FracMan (Golder Associates)● Neal Josephson● Aaron Fox ● Glori Lee
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Conclusions
● Translation of DFN Models to Grid/Pattern Domain
● Training Images for Fractures
● Preservation of Geological Realism
● Easy Integration with existing Software