modeling fluid flow through single fractures using experimental, stochastic and simulation...
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Modeling Fluid Flow Through Single Fractures
Using Experimental, Stochastic and Simulation
Approaches
Dicman AlfredDicman Alfred
Masters DivisionMasters Division
TAMUTAMU
Introduction
• A NFR with extensive fractures
• Poor ultimate recoveryGlasscock Co
Reagan CoUpton Co
Midland Co
Martin Co Borden Co
Spraberry Trend AreaSpraberry Trend Area
Reserves 10B bbls
Recovery < 10 %
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Why study fracture flow?
Improve prediction of sweep in Naturally Fractured reservoirs
Improve modeling of tracer studies
ShaleShale
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Knowledge of the nature and mechanics of flow through a fracture becomes
critical.
Starts from basic understanding of core studies.
Getting the basics right!Getting the basics right!
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Fractures as parallel plates
Historical perspectiveHistorical perspective
Constant Constant widthwidth
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Fracture Model
w12
2wK f
Historical perspectiveHistorical perspective
Constant permeability fracture surface
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L
pplbq L 0
3
12
Cubic Law of Fractures
Historical perspectiveHistorical perspective
Aperture half width
Fracture length
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w
Fractures cannot be assumed as parallel plates.
Reality ?Reality ?
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Fractures cannot be assumed as parallel plates.
Reality ?Reality ?
A real fracture surface is rough and tortuous.
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Tracy (1980)
Iwai (1976)
Neuzil(1980)
Witherspoon (1980)
The flow through a fracture follows preferred paths because of the variation in fracture aperture.
Issues Issues
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Tsang&Tsang(1988)Brown (1987)
The friction associated with the rough fracture surface affects the flow
performance.
More issues More issues
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The story so far …
Effect of friction in fracture flow simulations
Aperture Width ?
Stochastic aperture simulations
Experimental support
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1. How do we obtain fracture aperture width?
2. How do we simulate flow through fractures effectively?
The objectiveThe objective
Application of water-resource research technology into petroleum engineering
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The approachThe approach
Experimental Analysis
Aperture width, qm, qf
Fracture simulation
Simulation
Aperture distribution
Stochastic Analysis
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Fracture simulation
Simulation
Aperture distribution
Stochastic Analysis
The approachThe approach
Experimental Analysis
Aperture width, Qm, Qf
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Information from experiments?
•Fracture permeability
•Fracture aperture
•Matrix and fracture flow contributions
•How these properties change with overburden stress
Motivation Motivation
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In the past …
Impermeable surface
Sand grains
Apertures measured physically
Flow experiments
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New perspective…New perspective…
500 psi 1000 psi
1500 psi
To quantify the change in aperture with overburden pressure
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km
Experimental Experimental setupsetup
CORE HOLDER Permeameter
Accumulator
Graduated Cylinder
Pump
Hydraulic jack
Matrix
L=4.98 Cm
A=4.96 Cm2
Core : BereaCore : Berea
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Experimental Experimental setupsetup
kavCORE HOLDER Permeameter
Accumulator
Graduated Cylinder
Pump
Hydraulic jack
Core : BereaCore : Berea
Matrix
L=4.98 CmA=4.96 Cm2
Fracture
km
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Permeability Changes at Permeability Changes at Variable Overburden PressureVariable Overburden Pressure
kav
km
800
1400
0
0 1000 2000
Overburden Pressure (Psia)
Per
mea
bili
ty (
md
)
400
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Using weighted averaging
ffmmav AkAkAk
Fracture aperture?Fracture aperture?
wl
wlAkAkk mavf
)(
w
l
The unknowns k f and w
(1)
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From parallel-plate assumption
291045.8 wk f (2)
Combine the two equations to derive aperture width, w
0)(1045.8 39 wlAkAklw mav
Average aperture equationAverage aperture equation
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Fracture apertureFracture aperture
Increase in overburden pressure decreases aperture width
0
0.002
0.004
0.006
0 400 800 1200 1600
Overburden Pressure (Psia)
Fra
ctu
re A
per
ture
(cm
)
5 cc/min
10 cc/min
15 cc/min
20 cc/min
5 cc/min5 cc/min10 cc/min10 cc/min15 cc/min15 cc/min20 cc/min20 cc/min
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Matrix flow rateMatrix flow rate
0.00
5.00
15.00
25.00
0 400 800 1200 1600
Overburden Pressure (Psia)
Mat
rix
Flo
w R
ate
(cc/
min
)
5 cc/min
10 cc/min
15 cc/min
20 cc/minL
pAkq mm
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Fracture flow rateFracture flow rate
0.00
2.00
4.00
8.00
12.00
16.00
0 400 800 1200 1600Overburden Pressure (Psia)
Fra
ctu
re F
low
Rat
e (c
c/m
in)
5 cc/min
10 cc/min
15 cc/min
20 cc/min
L
plwq f 12
1086.93
9
Km = 200 mdKf = 10-50 darcy
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Experimental Analysis
Aperture width, Qm, Qf
Fracture simulation
Simulation
Aperture distribution
Stochastic Analysis
The approachThe approach
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o Is it possible to create an entire aperture distribution from a single value of mean aperture?
o From experimental analysis
waperture
MotivationMotivation
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2ln
2
1exp
2
1)(
x
xxf
Log-Normal Mean
Log-Normal Deviation
Variable( Aperture )
Aperture distributionAperture distribution
Apertures distributed log-normally
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Generation of aperturesGeneration of apertures
Through a mean and a variance
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Application?Application?
Smooth fracture surfaceSmooth fracture surface
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Slightly rough fracture surfaceSlightly rough fracture surface
Application?Application?
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Application?Application?
Highly rough surface fractureHighly rough surface fracture
Larger Aperture Size
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Creation of the aperture map
Variogram
Stochastic analysisStochastic analysis
Lag distance
Co-
var
ianc
eKriging
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Aperture distribution mapAperture distribution map
Outcome of Kriging
0.087
0.567
1.047
1.527
2.007
2.487
2.967
3.447
3.927
4.407
4.887 2.329
2.009
1.689
1.369
1.049
0.729
0.409
0.089
2021.523
24.526
27.5
29
30.5
32
33.5
35
3D 2D
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Comparison
Not the real picture but effective
Good enough?Good enough?
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Experimental Analysis
Aperture width, Qm, Qf
Aperture distribution
Stochastic Analysis
The approachThe approach
Fracture simulation
Simulation
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Motivation Motivation
Tackle the issue of surface roughness
Match the experimental results, namely flow and pressure drop across the core
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Surface roughnessSurface roughness
2be
Louis (1974) defined a friction factor, f based on the relative roughness ,
D
e
D is the hydraulic diameter = 2 × 2b
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Surface roughnessSurface roughness
2be
He proposed that when
D
e > 0.033 f =
5.1
88.11D
e
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Surface roughnessSurface roughness
2be
Modified cubic law
L
ppl
f
bq L 0
3
12
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Permeability modification of the fracture surface
Without friction With friction
Effect of friction?Effect of friction?
400 darcy400 darcy 350 darcy350 darcy
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Simulator used : CMG Single phase black oil simulation Laboratory dimensions (4.9875” x
2.51”) Refined model : 31x15x15 layers Fracture properties is introduced in 8th
layer Matrix porosity = 0.168 Matrix permeability = 296 md
Simulation ParametersExample of flow through single fracture
SimulationSimulation
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Flow on a smooth fracture surfaceFlow on a smooth fracture surface
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Flow on the distributed fracture surfacefollows preferred flow paths
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Results Results
Observed
0
1
2
3
4
5
6
7
0 200 400 600 800 1000 1200 1400 1600
Overburden Pressure, psia
Pre
ssu
re D
rop
, ps
iaParallel Plate Theory
Simulated
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0.00
1.00
2.00
3.00
4.00
5.00
0 400 800 1200 1600
Overburden Pressure (Psia)
Flo
w R
ate
(c
c/m
in)
fracture
matrix
Flow match Flow match
Parallel Plate Theory
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The new approach The new approach
0
1
2
3
4
5
0 500 1000 1500 2000
Overburden Pressure, psia
Pre
ssu
re D
rop
, ps
ia
Observed
Simulated
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Flow match
0
1
2
3
4
5
0 500 1000 1500 2000
Overburden Pressure, psia
Flo
w R
ate
, cc
/min
fracture
matrix
The new approach The new approach
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Limitation? Limitation?
No roughness ortortuosity effect
0
1
2
3
4
5
6
0 20 40 60 80 100 120
Aperture width, microns
Flo
w r
ate
, c
c/m
in
Smooth fracture
Rough fracture
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Applications Applications
Gravity Drainage Experiment
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X-Ray
DetectorX-Ray Source
Brine
X-ray ct scan
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Parallel-Plate Theory
Applications Applications
Gravity-Drainage Experiment
TAMUTAMUGravity-Drainage Experiment
Our Approach
Applications Applications
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The new approach The new approach Gravity-Drainage Experiment
Simulation X ray CT Scan
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ConclusionsConclusions
How do we obtain fracture-aperture width ?
Obtain value for average aperture width through effective design of experiments
0
0.002
0.004
0.006
0 400 800 1200 1600
Overburden Pressure (Psia)
Fra
ctu
re A
per
ture
(cm
)
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Distribute fracture apertures
Consider effect of friction caused by rough fracture surfaces
How do we simulate flow through fractures more effectively ?
ConclusionsConclusions
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Tail of frequency distribution impacts flow performance
Tortuosity dominates fracture flow at high overburden pressures
What other factors affect flow through fractures?
ConclusionsConclusions
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Improve prediction of sweep in naturally fractured reservoirs
Improve modeling of tracer studies
Why study rugosity in fractures?
ConclusionsConclusions