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Structure 2/1
A fracture will be imaged if…
• It is broader than the minimum intrinsic tool
resolution
• It has sufficiently contrasting properties compared
to the host rock; density and/or textural contrast
for acoustic tools and resistivity contrast for
electrical tools
• Due to the presence of a mineral infill, reduction in
grain size and/or preferential cementation around
closed fractures
• Due to the difference in properties between the drilling
fluid and the host rock across open fractures
• It is intersected by the borehole
Structure 2/2
Data processing
Quality control
Fracture effect on flow
• Visual appearance
• Match with direct/indirect flow indicators
Fracture distribution
• Raw fracture density
• Corrected fracture density
• Fracture spacing
• Fracture distribution statistics
Image description
• Fracture identification
• Classification
• Orientation
• Additional attributes
Upscaling/prediction
• Damage zone widths
• Recognition of seismic and
subseismic scale faults
• Relationship to major structures
FRACTURED RESERVOIR MODELLING
Raw image
log data
Core
Log data
Stratigraphy
Seismic sections
and maps
Core
Mudloss
Sonic waveforms
Dynamic data
Stage 1
Stage 2 Stage 3
Fracture interpretation workflow
Structure 2/3
Images & core
Fracture model
Reservoir simulation
mapped seismic
faults
Cemented
Partially cemented;
vuggy
Closed
Mudstone
shear
Open
Unlithified
breccia
Cement
fault seals
Phyllosilicate
fault seals
Cataclastic
fault seals
Cataclastic
Fracture types and properties
The impact of images
Structure 2/4
Which fractures might be imaged?
Structure 2/5
Fracture sampling by well bore
Map view
Plan view
Structure 2/6
Resolving fractures
• Function of tool sample rate
• Sensor size (electrical tools)
• Beam spot size (acoustic tools)
• For electrical images operating under ideal conditions, resolution
approaches button size.
• Current distortion by strong contrast features has the following effects:-
• Features below the intrinsic tool resolution down to around 10 μm may
dominate the pixel response of a sample and therefore be detected but
their true width and location within the image pixel is unresolved
• Conductive fractures draw in current and so appear larger than they really
are, with a resistive halo surrounding the fracture
• Conductive fractures have a greater depth of penetration than the
surrounding matrix and so may be steeper than they appear from images
• Resistive fractures repel current and so appear smaller than they really are
• These issues may be reduced by running acoustic and electrical tools
together (STAR-CBIL and Earth Imager-CBIL)
Structure 2/7
Direct measurements and observations
from borehole images
Structure 2/8
Fracture description from borehole images
Direct measurements and observations
• Location of fracture, measured depth
• Fracture attitude as dip and dip direction
• Fracture category based on characteristics listed below
• Interpretation confidence
• Tool response: resistive/conductive if microresistivity, high/low
amplitude and long/short transit time if acoustic.
• Morphology, e.g. irregular, vuggy, etc.
• Continuity: continuous, terminates within borehole, discontinuous
within borehole (discrete segments), etc.
• Apparent aperture & thickness
• Relationship to bedding and other fractures: cross-cutting
relationships, offsets, terminations, intersection orientations
Structure 2/9
Terminology
Fracture
Natural
Induced
Fault
Microfault
Joint
Failure plane accommodating
strain resulting from tectonism,
thermal stresses, compaction, etc.
Present in the pristine,
formation and relating to
geological phenomena
Formed in response
to drilling operations
and not geological
Fracture with no
offset of wall rocks
and often due to
dilation
Fracture with shear offset
displacing hanging- and foot-walls
Occasionally used to denote
faults with a small offset on
a centimetre scale
Structure 2/10
Fracture categories
Descriptive schemes
• Response only
high, amplitude fracture
• Response and offset
resistive microfault
• Response, offset and morphology
discontinuous low-amplitude fracture
thick continuous conductive fracture
Interpretive schemes
• Inferred aperture (caution!)
thick open fracture, cemented fracture
• Geological interpretation (following core calibration)
granulation seam, vuggy fracture
FIT FOR PURPOSE
Structure 2/11
Resistive fault
Resistive fracture
Conductive fractures
Resistive fractures?
M M
Continuous
Irregular trace
Width mm-cm?
Offset circa 8-10 cm
Splays (riedel/antiriedel?)
No displacement
Hairline
Regular trace (planar)
Discontinuous
Terminates at fault
Discontinuous
Layer-bound?
Form connected network
Variable width
Weak fabric
Resistive
Fracture description
Structure 2/12
Fracture morphologies in a carbonate reservoir
Luthi, 2000
Planar
Variable
width ‘blebs’
Bedding-
confined
Wide
conductive Breccia
Structure 2/13
• Resistivity images in a water-based mud system (traditional):
• Conductive (dark image) =/= open?
• Resistive (light) =/= closed?
• Resistivity images in an oil-base mud system
(new tools; Earth Imager, OBMI):
• Conductive (dark image) =/= closed?
• Resistive (light) =/= open?
• Acoustic Images:
• Low amplitude (dark) =/= open?
Check transit time image to confirm aperture
• high amplitude (light) =/= closed?
• Core calibration should be used to confirm type.
• Image logs can provide an interpretive insight only.
• Only dynamic data provide true insight into fracture “producibility”.
Open versus closed
Structure 2/14
Cemented
Partially cemented;
vuggy
Closed
Mudstone
shear
Open
Unlithified
breccia
Cement
fault seals
Phyllosilicate
fault seals
Cataclastic
fault seals
Cataclastic
Cemented
Cemented
Partially cemented;
vuggy
Partially cemented;
vuggy
Closed
Closed
Mudstone
shear
Mudstone
shear
Open
Open
Unlithified
breccia
Unlithified
breccia
Cement
fault seals
Cement
fault seals
Phyllosilicate
fault seals
Phyllosilicate
fault seals
Cataclastic
fault seals
Cataclastic
fault seals
Cataclastic
Cataclastic
This needs local calibration to
core!
Fracture Microfault Fault
Resistive FRAC RES MF RES FAULT RES
Mixed FRAC MIX MF MIX FAULT MIX
Conductive FRAC CON MF CON FAULT CON
Fracture classification schemes
Structure 2/15
The importance of ground-truthing
Resistive fracture swarm
Braided – may relate to shear?
Strain hardening?
Closed? Cemented?
Microfaults?
Granulation seams
Core or outcrop
Structure 2/16
Flow zone 2
Flow zone 1
Flowmeter data Acoustic images Manual dips
Vuggy fracture
Structure 2/17
2m 2m
Propped?
Open and part-open fractures
Structure 2/18
Conductive,
tension gashes
Resistive
cemented
limestone
Dissolution
seam
Stylolite-associated fractures
Structure 2/19
Flow paths around fractures
Resistive fracture
Current is repelled
away from the
fracture.
Current-lines at B are
compressed, giving
elevated resistivity
(low current).
Current lines at C are
more separated,
producing a more
conductive response.
Conductive fracture
Current is drawn into
the fracture.
Current is increased
across the fracture,
giving a conductive
response at b, B and C.
The fracture mid point
may therefore be higher
than the true fracture
location
Structure 2/20
• If fluid is flowing through fractures, then fracture
aperture (open width) influences flow rate. Flow rate
is proportional to the cube of the aperture
• Aperture may be measured and ranked from resistivity
images (although conductive fractures might not be
open) and acoustic transit time images
• Aperture readings may be misleading as fractures may
change in width along their trace, be damaged and
enlarged at their interface with the borehole wall, and
be affected by the effects of mud invasion. Readings
vary between the water, oil and gas legs and must be
corrected
• Aperture does not necessarily correlate with flow as
flow requires connected volume rather than isolated
fractures
0 mm
0.64 mm
1.27 mm
Fracture aperture assessment
Structure 2/21
b
xo
b
mR
cAR
W 
 1
W fracture width /mm
A excess conductance
(right)
Rm mud resistivity
Rxo formation resistivity
c,b tool-specific constants
derived from forward
modelling
Relationship between fracture width and excess
conductance due to the presence of the fracture.
dz
I
z
I
V
A bm
z
z
b
e
n
}
)
(
{
1
0

 
Ve voltage difference across tool
Ib button current, fracture
Ibm button current, matrix
z vertical position
0,n base, top
Luthi-Souhaité equation

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Resolving fractures.ppt

  • 1. Structure 2/1 A fracture will be imaged if… • It is broader than the minimum intrinsic tool resolution • It has sufficiently contrasting properties compared to the host rock; density and/or textural contrast for acoustic tools and resistivity contrast for electrical tools • Due to the presence of a mineral infill, reduction in grain size and/or preferential cementation around closed fractures • Due to the difference in properties between the drilling fluid and the host rock across open fractures • It is intersected by the borehole
  • 2. Structure 2/2 Data processing Quality control Fracture effect on flow • Visual appearance • Match with direct/indirect flow indicators Fracture distribution • Raw fracture density • Corrected fracture density • Fracture spacing • Fracture distribution statistics Image description • Fracture identification • Classification • Orientation • Additional attributes Upscaling/prediction • Damage zone widths • Recognition of seismic and subseismic scale faults • Relationship to major structures FRACTURED RESERVOIR MODELLING Raw image log data Core Log data Stratigraphy Seismic sections and maps Core Mudloss Sonic waveforms Dynamic data Stage 1 Stage 2 Stage 3 Fracture interpretation workflow
  • 3. Structure 2/3 Images & core Fracture model Reservoir simulation mapped seismic faults Cemented Partially cemented; vuggy Closed Mudstone shear Open Unlithified breccia Cement fault seals Phyllosilicate fault seals Cataclastic fault seals Cataclastic Fracture types and properties The impact of images
  • 4. Structure 2/4 Which fractures might be imaged?
  • 5. Structure 2/5 Fracture sampling by well bore Map view Plan view
  • 6. Structure 2/6 Resolving fractures • Function of tool sample rate • Sensor size (electrical tools) • Beam spot size (acoustic tools) • For electrical images operating under ideal conditions, resolution approaches button size. • Current distortion by strong contrast features has the following effects:- • Features below the intrinsic tool resolution down to around 10 μm may dominate the pixel response of a sample and therefore be detected but their true width and location within the image pixel is unresolved • Conductive fractures draw in current and so appear larger than they really are, with a resistive halo surrounding the fracture • Conductive fractures have a greater depth of penetration than the surrounding matrix and so may be steeper than they appear from images • Resistive fractures repel current and so appear smaller than they really are • These issues may be reduced by running acoustic and electrical tools together (STAR-CBIL and Earth Imager-CBIL)
  • 7. Structure 2/7 Direct measurements and observations from borehole images
  • 8. Structure 2/8 Fracture description from borehole images Direct measurements and observations • Location of fracture, measured depth • Fracture attitude as dip and dip direction • Fracture category based on characteristics listed below • Interpretation confidence • Tool response: resistive/conductive if microresistivity, high/low amplitude and long/short transit time if acoustic. • Morphology, e.g. irregular, vuggy, etc. • Continuity: continuous, terminates within borehole, discontinuous within borehole (discrete segments), etc. • Apparent aperture & thickness • Relationship to bedding and other fractures: cross-cutting relationships, offsets, terminations, intersection orientations
  • 9. Structure 2/9 Terminology Fracture Natural Induced Fault Microfault Joint Failure plane accommodating strain resulting from tectonism, thermal stresses, compaction, etc. Present in the pristine, formation and relating to geological phenomena Formed in response to drilling operations and not geological Fracture with no offset of wall rocks and often due to dilation Fracture with shear offset displacing hanging- and foot-walls Occasionally used to denote faults with a small offset on a centimetre scale
  • 10. Structure 2/10 Fracture categories Descriptive schemes • Response only high, amplitude fracture • Response and offset resistive microfault • Response, offset and morphology discontinuous low-amplitude fracture thick continuous conductive fracture Interpretive schemes • Inferred aperture (caution!) thick open fracture, cemented fracture • Geological interpretation (following core calibration) granulation seam, vuggy fracture FIT FOR PURPOSE
  • 11. Structure 2/11 Resistive fault Resistive fracture Conductive fractures Resistive fractures? M M Continuous Irregular trace Width mm-cm? Offset circa 8-10 cm Splays (riedel/antiriedel?) No displacement Hairline Regular trace (planar) Discontinuous Terminates at fault Discontinuous Layer-bound? Form connected network Variable width Weak fabric Resistive Fracture description
  • 12. Structure 2/12 Fracture morphologies in a carbonate reservoir Luthi, 2000 Planar Variable width ‘blebs’ Bedding- confined Wide conductive Breccia
  • 13. Structure 2/13 • Resistivity images in a water-based mud system (traditional): • Conductive (dark image) =/= open? • Resistive (light) =/= closed? • Resistivity images in an oil-base mud system (new tools; Earth Imager, OBMI): • Conductive (dark image) =/= closed? • Resistive (light) =/= open? • Acoustic Images: • Low amplitude (dark) =/= open? Check transit time image to confirm aperture • high amplitude (light) =/= closed? • Core calibration should be used to confirm type. • Image logs can provide an interpretive insight only. • Only dynamic data provide true insight into fracture “producibility”. Open versus closed
  • 14. Structure 2/14 Cemented Partially cemented; vuggy Closed Mudstone shear Open Unlithified breccia Cement fault seals Phyllosilicate fault seals Cataclastic fault seals Cataclastic Cemented Cemented Partially cemented; vuggy Partially cemented; vuggy Closed Closed Mudstone shear Mudstone shear Open Open Unlithified breccia Unlithified breccia Cement fault seals Cement fault seals Phyllosilicate fault seals Phyllosilicate fault seals Cataclastic fault seals Cataclastic fault seals Cataclastic Cataclastic This needs local calibration to core! Fracture Microfault Fault Resistive FRAC RES MF RES FAULT RES Mixed FRAC MIX MF MIX FAULT MIX Conductive FRAC CON MF CON FAULT CON Fracture classification schemes
  • 15. Structure 2/15 The importance of ground-truthing Resistive fracture swarm Braided – may relate to shear? Strain hardening? Closed? Cemented? Microfaults? Granulation seams Core or outcrop
  • 16. Structure 2/16 Flow zone 2 Flow zone 1 Flowmeter data Acoustic images Manual dips Vuggy fracture
  • 17. Structure 2/17 2m 2m Propped? Open and part-open fractures
  • 19. Structure 2/19 Flow paths around fractures Resistive fracture Current is repelled away from the fracture. Current-lines at B are compressed, giving elevated resistivity (low current). Current lines at C are more separated, producing a more conductive response. Conductive fracture Current is drawn into the fracture. Current is increased across the fracture, giving a conductive response at b, B and C. The fracture mid point may therefore be higher than the true fracture location
  • 20. Structure 2/20 • If fluid is flowing through fractures, then fracture aperture (open width) influences flow rate. Flow rate is proportional to the cube of the aperture • Aperture may be measured and ranked from resistivity images (although conductive fractures might not be open) and acoustic transit time images • Aperture readings may be misleading as fractures may change in width along their trace, be damaged and enlarged at their interface with the borehole wall, and be affected by the effects of mud invasion. Readings vary between the water, oil and gas legs and must be corrected • Aperture does not necessarily correlate with flow as flow requires connected volume rather than isolated fractures 0 mm 0.64 mm 1.27 mm Fracture aperture assessment
  • 21. Structure 2/21 b xo b mR cAR W   1 W fracture width /mm A excess conductance (right) Rm mud resistivity Rxo formation resistivity c,b tool-specific constants derived from forward modelling Relationship between fracture width and excess conductance due to the presence of the fracture. dz I z I V A bm z z b e n } ) ( { 1 0    Ve voltage difference across tool Ib button current, fracture Ibm button current, matrix z vertical position 0,n base, top Luthi-Souhaité equation

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