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Injectivity Frcaturing and Assurance
Advantek Waste Management Services
11000 Richmond Ave, Suite 190
Houston TX 77042
713.532.7627
www.advantekinternational.com
An Efficient and Optimized Approach to Multiple Fracturing of Horizontal Wells
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 2
Outline
• Introduction
• Geomechanics
• Multiple Fracturing of Horizontal Wells
• Injection Performance Test
• Monitoring, Assurance and Compliance
• SRV Assessment
• Concluding Remarks
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 3
Variety of Fracturing Configurations
Frac PackHigh Perm
Selective Stimulation
Longitudinal Fractures
Multiple Transverse Fractures
Selective/ Whole Matrix Treatment
Stimulation for Selective Injectivity
EPA Technical Workshop on H/F DC, March 10-11/2011
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 4
Integrated Stimulation Process Optimization
Integrated Approach for Lowest Cost Development
Design Models
Operational
Monitoring and
Intelligence
Well Evaluation
Production
Optimization
Best Practices
11400
11600
11800
12000
12200
12400
12600
12800
13000
5000 6000 7000 8000 9000 10000
Minimum Horizontal Stress (psi)
Tru
e V
ertic
al
De
pth
(ft
)
Minimum Horizontal Stress Reservoir Pore Pressure
Overburden Pressure
11400
11600
11800
12000
12200
12400
12600
12800
13000
0.4 0.45 0.5 0.55 0.6 0.65 0.7
Fracture Gradient (psi/ft)
Tru
e V
ertic
al
De
pth
(ft
)
Min. RI Min. RI Min. RII Max. RII Sh FG
Log Interpretations
Tight
Thick to
V. Thick
Medium
Thin
V. TightMediumHigh
Reservoir PermeabilityTight
Thick to
V. Thick
Medium
Thin
V. TightMediumHigh
Reservoir Permeability
Re
serv
oir
Th
ick
ne
ssR
ese
rvo
ir T
hic
kn
ess
Well Type Selection
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 5
Shale Gas Rock Successful Exploitation - Key Enabling Technologies
Horizontal Drilling
Hydraulic Fracturing+
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 6
Fracture Shape & Proppant Concentration DiagramFor Different Injection
Scenarios and Complex Models
1500
2000
2500
3000
3500
4000
4500
5000
5500
4752 ft Injection PointMid Sand Layers Modeled5390 bbls Injected0.81 psi/ft Shale Stress Gradient
3280 ft Injection PointMid Sand Layers Modeled14000 bbls Injected0.85 psi/ft Stress Gradient
4752 ft Injection PointMid Sand Layers Not Modeled13400 bbls Injected0.81 psi/ft Stress Gradient
1.
2. 3.
(2D)24Oct1998TerraFracOutPutdata
0 500 1000HalfFractureLength(ft)
-300
-200
-100
0
100
200
300
400
500
600
700
800
900
Fractu
reHeig
ht(ft)
PropConcentration0.6135940.5726880.5317810.4908750.4499690.4090630.3681560.327250.2863440.2454380.2045310.1636250.1227190.08181250.0409063
SolidParticleConcentrationafter5,390bblsInjected(4752ftInjectionPoint,MidLayersModeled,
0.81psi/ftGradient)
(2D)24Oct1998TerraFracOutPutdata
0 100 200 300 400 500 600 700HalfFractureLength(ft)
-200
-100
0
100
200
300
Fractu
reHe
ight(f
t)
0.6240.5930.5630.5320.5010.4710.4400.4090.3790.3480.3170.2870.2560.2250.195
Magnus:SolidVolumetricConcentration(V=14000bblsat4bpm&3ppgSolids)
(2D)26Oct1998TerraFracOutPutdata
0 500 1000 1500HalfFractureLength(ft)
-400
-300
-200
-100
0
100
200
300
400
500
600
700
800
900
1000
Fractu
reHeig
ht(ft)
PropConcentration0.6135940.5726880.5317810.4908750.4499690.4090630.3681560.327250.2863440.2454380.2045310.1636250.1227190.08181250.0409063
SolidParticleConcentrationafter13,400bblsInjected(4752ftInjectionPoint,MidLayersnotModeled,SolidsConsidered)
(2D)26Oct1998TerraFracOutPutdata
3280 ftCasing Shoe
4752 ftCasing Shoe
1. 2. 3.
Depth(ft TVD)
4752 ft
4752 ft
3280 ft
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 7
Pressure during Sequential Pumping
0 1000 2000 3000 4000 5000 6000 7000 8000
Time (min)
0
500
1000
1500
2000
Bot
tom
hole
Pre
ssur
e (P
SI)
Atoka Injections
BHP
80
100
120
140
160
180
Tem
p (f
)
Temp
Stress along Well due to Concurrent Parallel Fractures
Pressure Increase due to Series Fractures
Concurrent Fractures
Injected Fluid
Plugged Tip Zone
New Fracture
EPA Technical Workshop on H/F DC, March 10-11/2011
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 8
Fracture Dimension (Height)
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 9
Stress around Fractues
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 10
Injection Rate at Fracture Entry
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 11
Stress Impact during multiple fracturing in a Horizontal Well
From ARMA/USRMS 05-672
Inner Fractures
Outer Fractures
Single IntervalMultiple Intervals
Schematic
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 12
Various Created Fracture Geometries in Shales
1500
2000
2500
3000
3500
4000
4500
5000
55004752 ft Injection PointMid Sand Layers Modeled5390 bbls Injected0.81 psi/ft Shale Stress Gradient
3280 ft Injection PointMid Sand Layers Modeled14000 bbls Injected0.85 psi/ft Stress Gradient
4752 ft Injection PointMid Sand Layers Not Modeled13400 bbls Injected0.81 psi/ft Stress Gradient
1. 2. 3.
(2D) 24 Oct 1998 TerraFrac OutPut data
0 500 1000Half Fracture Length (ft)
-300
-200
-100
0
100
200
300
400
500
600
700
800
900
Fra
ctur
eH
eigh
t(ft
)
PropConcentration0.6135940.5726880.5317810.4908750.4499690.4090630.3681560.327250.2863440.2454380.2045310.1636250.1227190.08181250.0409063
Solid Particle Concentration after 5,390 bbls Injected(4752 ft Injection Point, Mid Layers Modeled,
0.81 psi/ft Gradient)
(2D) 24 Oct 1998 TerraFrac OutPut data
0 100 200 300 400 500 600 700Half Fracture Length (ft)
-200
-100
0
100
200
300
Fra
ctur
eH
eigh
t(ft
)
0.6240.5930.5630.5320.5010.4710.4400.4090.3790.3480.3170.2870.2560.2250.195
Magnus: Solid Volumetric Concentration(V = 14000 bbls at 4 bpm & 3 ppg Solids)
(2D) 26 Oct 1998 TerraFrac OutPut data
0 500 1000 1500Half Fracture Length (ft)
-400
-300
-200
-100
0
100
200
300
400
500
600
700
800
900
1000
Fra
ctur
eH
eigh
t(ft
)
PropConcentration0.6135940.5726880.5317810.4908750.4499690.4090630.3681560.327250.2863440.2454380.2045310.1636250.1227190.08181250.0409063
Solid Particle Concentration after 13,400 bbls Injected(4752 ft Injection Point, Mid Layers not Modeled, Solids Considered)
(2D) 26 Oct 1998 TerraFrac OutPut data
3280 ftCasing Shoe
4752 ftCasing Shoe
1.
2.
3.
Depth(ft TVD)
4752 ft 4752 ft
3280 ft
X (ft)
Y(f
t)
0 500 1000 1500
5000
5200
5400
5600
5800
6000
6200
6400
6600
PropCon0.558830.523260.487690.452120.416550.380980.345410.309840.274270.23870.203130.167560.131990.096420.06085
Frame 001 08 Dec 2003 TerraFrac OutPut dataFrame 001 08 Dec 2003 TerraFrac OutPut data
Simulated fracture using @FRAC®
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 13
PTA-IFO Tool
Pressure Falloff Data
Pressure Transient Theory is used to determine Reservoir Parameters from the measured Pressure Response (Flow Regimes)
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 14
Conventional Pressure Transient Response
• Relies on pressure and derivative plots after shut-in to draw information about reservoir characteristics.
• Typical flow regimes such as wellbore storage, linear, and radial flow can be deduced from the plots.
• Different flow regimes can be observed by modification of the basic governing equations and the boundary conditions.
• Modifications include , for example, consideration of complications imposed by geometry, reservoir boundaries, porosity, mobility etc.
Pictures: Courtesy of EPA and Schlumberger
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 15
(Warren and Root, 1963)
sn
sn
ss
ss
1
2
Dual porosity m
odel
Conjugate Fractures
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 16
Problem Configuration
Elliptical coordinate of the water front ξ0 = 0.5
Xf fracture half-lengthY0
X0
Elliptical coordinate of the water front ξ0 = 0.5
Xf fracture half-length
Elliptical coordinate of the water front ξ0 = 0.5
Xf fracture half-lengthY0
X0
Olson, 2008
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 17
Regular fracture networkSRV Extent
Reservoir Volume >> SRV
PTA
-IFO ID
EALIZED
MO
DEL
After C. Economides
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 18
PTA-IFO Conventional Methods of Analysis
• Method 1: Using Storage Dominated Flow – Recognized by a straight line on the
pressure vs. time plot.– The slope of this linear part of pressure
curve is equal to q/Cf from which Fracture Storage Coefficient can be determined. From Cf, Fracture Length can be calculated, considering different fracture types (PKN, CGK, Elliptical).
• Method 2 : Using Linear Formation Flow – Recognized by a straight line with a half
slope on the log-log plot– From semi-log analysis and using fluid and
relative permeability data, the ratio {viscosity/(permeability*porosity*total compressibility)} can be calculated.
– From a plot of Pf vs. square root of time, the above ratio is related to flow and Fracture Dimensions (h*L) so that Fracture Length. Can be calculated.
• Method 3: Using late time Pseudo-Radial Flow– Permeability of Inner and Outer Zones plus
Mobility discontinuity can be determined
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 19
Conventional Pressure Transient Analyses for Fractured Wells
• Two typical models for a single vertical fracture:
• Infinite-Conductivity Vertical Fracture (ICVF)
• Finite Conductivity Vertical Fracture (FCVF)
• Typical type curves does not show dramatic and sharp change in pressure and derivative plots.
• Slope of the type curve indicate different flow regimes (linear or bi-linear flow) and fracture conductivity.
Picture: Courtesy of Schlumberger
0.1
1.0
10.0
100.0
1000.0
0.001 0.01 0.1 1 10 100 1000 10000
Time (hr)
Dp
, d
p/d
lnt
(ps
i)
pressure drop
Pressure derivative
Fixed fracture permeability
Stress-dependent fracture permeability
(After Economidis and Ghassimi,)
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 20
Pressure Transient Response in Multi-Fractured Vertical Wells
Cashiriari DCI Well Batch
10-3 10-2 10-1 100 101
10-4
10-3
10-2
10-1
Delta-T (hr)
DP
& D
ER
IVA
TIV
E (
PS
I/ST
B/D
)
ENDWBS
2010/03/26-0729 : OIL
Radial Composite Homogeneous Reservoir** Simulation Data ** well. storage = 0.39474 BBLS/PSI Skin(mech.) = -4.1053 permeability = 2.4799 MD Perm.(inner) = 38.500 MD Stor.rto+x o/i = 0.034984 Inner Radius = 116.87 FEET Skin(Global) = -5.0419 Mobility+x o/i = 0.064412 Perm-Thickness = 148.79 MD-FEET Initial Press. = 6554.01 PSI Smoothing Coef = 0.,0.
Static-Data and ConstantsVolume-Factor = 1.000 vol/volThickness = 60.00 FEETViscosity = 1.000 CPTotal Compress = .1827E-04 1/PSIRate = -4219. STB/DStorivity = 0.0002192 FEET/PSIDiffusivity = 179.0 FEET^2/HRGauge Depth = N/A FEETPerf. Depth = N/A FEETDatum Depth = N/A FEETAnalysis-Data ID: GAU001Based on Gauge ID: GAU001PFA Starts: 2010-03-26 00:00:15PFA Ends : 2010-03-29 23:33:15
• The multiple fractures create a fracture network system that appears to mimic the signature of radial composite flow with more complexities.
• The inner zone has what appears to be an increased permeability that is brought about due to the elevated conductivity of the fracture network in comparison to the native formation permeability and mobility.
• Figure shows analyses of a multi-fractured injection well using a radial composite mode. The reasonable match, however, does not accurately reflect the system physics and fails to correctly provide the understanding of the fracture network makeup.
Technology Premise
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Current Limitations of Fracture Diagnostic Techniques
Parameter Technique LimitationFr
actu
re H
eigh
tTracer logs Shallow depth of investigation:
shows height only near the wellbore
Temperature logs
Difficult to interpret: shallow depth of investigation shows
height only near wellbore
Stress profiling
Does not measure fracture directly: Must be calibrated
with in-situ stress tests
P3D models Does not measure fracture directly: estimates vary
depending on which model is used
Microseismic Optimally requires nearby offset well: difficult to conduct
in the field
Tilt meters Difficult to interpret: expensive and difficult to conduct in the
field
Parameter Technique Limitation
Frac
ture
Len
gth
P3D Models Length inferred, not measured: estimate s vary greatly
depending on which model is used
Well testing Large uncertainties depending upon assumptions and lack of
pre-fracture well test data
Microseismic Optimally requires nearby offset well; difficult to interpret;
expensive
Tiltmeters Difficult to interpret; expensive and difficult to conduct in the
field
Frac
ture
Azi
mu
th
Core techniques
Expensive to cut core and run tests; multiple tests must be
run to assure accuracy
Log Techniques
Requires open hole logs to be run; does not work if natural
fractures are not present
Microsesmic Analysis intensive; expensive for determination of azimuth
Tilt meters Useful only to a depth of 5000 ft; requires access to large area;
expensive
(EPA 816-R-04-003 )
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Pressure Transient Response for a Closing Fracture (Ideal Theoretical Type Curves, Single Vertical Fracture)
• Fracture closure is characterized by a sudden rapid change in pressure (determines the fracture closure pressure).
• Mixture of fracture storage flow and linear formation flow before closure.
• After closure, flow from the fracture into the formation will show a transition from linear formation flow to pseudo-radial flow.
• Fracture closure is characterized by a sharp peak
Pictures: Courtesy of van den Hoek (SPE 77946)
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 23
HEIGHT SHRINKAGE LENGTH SHRINKAGE
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PTA-IFO Fracture Characteristics Determination during DFIT
• Method 1: Using Storage Dominated Flow – Recognized by a straight line on the pressure vs. time
plot.
– The slope of this linear part of pressure curve is equal to q/Cf from which fracture storage coefficient can be determined. From Cf, fracture length can be calculated, considering different fracture types (PKN, CGK, elliptical).
• Method 2: Using Linear Formation Flow Before Fracture Closure– Recognized by a straight line with a half slope on the log-
log plot.
– Occurs for longer closure times where a combination of storage flow and linear formation flow takes place before fracture closure.
– Type curve matching and the use of an existing analytical expression gives the fracture storage coefficient from which fracture length can be calculated.
• Method 3 : Using Linear Formation Flow After Fracture Closure – Recognized by a straight line with a half slope on the log-
log plot.
– Occurs for short closure times.
– From semi-log analysis and using fluid and relative permeability data, the ratio {viscosity/(permeability*porosity*total compressibility)} can be calculated.
– From a plot of Pf vs. square root of time, the above ratio is related to flow and fracture dimensions (h*L).
• Method 4: Using late time Pseudo-Radial Flow– Mobility discontinuity can be determined
0.0000001
0.000001
0.00001
0.0001
0.001
0.01
0.1
1
10
100
0.0001 0.001 0.01 0.1 1 10 100 1000 10000Dimensionless Time
Dim
ensi
on
less
Pre
ssu
re
x0=0.5 x0=1 x0=2 x0=3 x0=4 x0=5 Test Data 1 Test Data 2
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 25
@IPT and @IPTSH Data Input and Estimated Parameters
All Data InputParameters Estimated
Using Conventional Analyses Methods
Parameters Estimated Using Type-Curve Matching
Injection Rate Permeability of the Inner zone Permeability of the Inner zone
Volume Injected Fracture Storage Constant Fracture Storage Constant
Fluid Compressibility Fracture Half Length Fracture Half Length
Injection Fluid Viscosity Mobility Ratio Frcature Skin
Reservoir Porosity Frcature Conductivity
Formation Volume Factor Rate of Fracture Length Shrinkage
Formation Height (Thickness) Injection Layer Stress
Reservoir Poisson's Ratio Containment layer Stress
Reservoir Young's Modulus Diffusivity Ratio
Total Compressibility Mobility Ratio
Mobility Ratio Permeability of the Outer zone
Mobility Front, Elliptical
Diffusivity Ratio
Injection Layer Stress
Fracture Storage Coefficient is related to Formation Elastic properties, and fracture Length and Height.Mobility is defined as the Ratio of Permeability to Fluid Viscosity, Mobility Ratio = Inner Zone Mobility/Outer Zone MobilityDiffusivity is defined as the Ratio of Mobility to (Porosity x Compressibility), Diffusivity Ratio = Inner/Outer Zone Diffusivity
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 26
Example Case – Comparison between PIE and @IPT Plots
Actual Field Record of a fractured Injector during Fall Off
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 27
PTA-IFO Type-Curve Matching
• Model Selection– Infinite Conductivity-Dual Mobility– Finite Conductivity-Single Mobility– Finite Conductivity-Dual Mobility
• Fracture Types– KGD– PKN– Elliptical
• Fracture Shrinkage Modes– Height Shrinkage Only– Length Shrinkage Only– Combined Height and Length Shrinkage
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 28
Type-Curve Generation before Matching
• Method 1: Using Storage Dominated Flow – Fracture storage constant has been determined
and Fracture Half Length has been estimated for three types of fracture geometry.
• Method 2 : Using Linear Formation Flow – Data here does not clearly show linear flow;
however, Fracture Half Length has been estimated for three types of fracture geometry.
• Method 3 : Using Radial Formation Flow – Permeability of Inner Zone has been determined.
Method 1
Method 2 Method 3
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 29
Results of Shrinking Fracture by Type-Curve Matching
Best Fit
Limit Type-Curves
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Results of Type-Curve Matching (Single Mobility)
Limit Type-Curves
Best Fit
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Results by Type-Curve Matching (Dual Mobility)
Limit Type-Curves
Best Fit
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 32
Results of Type-Curve Matching (Shrinking Fracture in Single Mobility)
Limit Type-Curves
Best Fit
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Limit Type-Curves
Best Fit
Results of Type-Curve Matching (Shrinking Fracture in Dual Mobility)
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 34
Transient analysis of post injection pressure decline is used to develop a picture of the stimulated reservoir volume, and system structure and dynamics.Transient analysis will help define fracture geometry and the dominant system characteristics.
Do boundaries exist?Are stimulated zones being created?Does the analyzed fracture penetrate into or through the stimulated zone and what does this mean in analyzing and
describing the system?Once analysis has defined a model, pressure responses characteristic of different generated fracture
lengths can be predicted and cross correlated during performance reviews.
1E-5 1E-4 1E-3 0.01 0.1 1 10 100 10000.01
0.1
1
10
100
1000
10000
Log-Log plot: p-p@dt=0 and derivative [psi] vs dt [hr]
10
100
1000
10000
100000
1.00E-03 1.00E-02 1.00E-01 1.00E+00 1.00E+01 1.00E+02
Delta t (hrs)
Del
ta P
, Del
ta P
' (p
si)
Xf = 50ft Xf =100ft
Xf =200ft Xf =500ft
Xf =1000ft
10
100
1000
10000
100000
1.00E-03 1.00E-02 1.00E-01 1.00E+00 1.00E+01 1.00E+02
Delta t (hrs)
Del
ta P
, Del
ta P
' (p
si)
Xf = 50ft Xf =100ft
Xf =200ft Xf =500ft
Xf =1000ft
Fall-off ModelInjectivity ModelPressure and Pressure Derivative Plot
Using PTA during IFO to Estimate SRV
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 35
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 36
Model Service Provision Microsoft Azure
@SSURERemote Sensing
SurveillanceField Performance
Site-to-Site VPN
Injection Assurance Platform (@SSURE)
@SSURE provides secure cloud access between clients and field ops for surveillance
Field-to-Tower/Satellite Secure Tunnel
Field-to-SiteSecure VPN
Secure LoginWeb Access
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 38
Concluding Remarks• Cloud Computations are fast and inexpensive as well as connective
• Engineers can have effective real-time monitoring and simulation
• Fracture models have been advanced to provide efficient and realistic assessment of multiple concurrent fracturing of horizontal wells
• Pressure transient analysis of fall off data following fracture treatments or injection operations have been utilized
• The case of fractured injectors with closing and shrinkage fractures shows that significant geomechanical details may be obtained from the data
• A more direct methodology is proposed for the determination of stimulated Reservoir volume (SRV), if it exist.
• Water hammer effects provide potential for closer fracture assessment and would require further analysis which is underway. (HIT link)
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 39
• Both the extent and the permeability elevation of the SRV are easily assessed from the PFO results.
• A measure of fracture length, height and containment stress contrast may be estimated closely, which helps is assessing fracture migration outside the target zone.
• Breaching, loss of containment and fluid migration must always be significant factors in job design and implementation.
• Assurance is a primary factor in stimulation via complete data collection, sophisticated modeling and live monitoring.
• Pressure transient tests have advanced and are currently successful for better identification of fractures.
• Multiple fractures in single wells must be designed with sufficient certainty and complexities and need close monitoring
Concluding Remarks (continue)
Copyright 2015 Advantek Waste Management Services LLC. This material is private and confidential 40
Thank YouAny Questions?
Advantek International11000 Richmond Avenue, Suite 190Houston, Texas, 77063713.532.7627admin@advantekinternational.comwww.advantekinternational.com