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1 Implications for development of effective drilling and completion technologies Julia F. W. Gale Stephen E. Laubach Bureau of Economic Geology, Jackson School of Geosciences, The University of Texas at Austin, USA Natural Fracture Study

1 Implications for development of effective drilling and completion technologies Julia F. W. Gale Stephen E. Laubach Bureau of Economic Geology, Jackson

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1

Implications for development of effective drilling and completion technologies

Julia F. W. Gale

Stephen E. Laubach

Bureau of Economic Geology, Jackson School of Geosciences,

The University of Texas at Austin, USA

Natural Fracture Study

2

Objective

• Field-verified methodology to identify areas of high productivity in the New Albany Shale

• Focus on thermogenic part of play

• Well experiments

>Natural fractures key for drilling and completion─ Reactivation during hydraulic fracture treatment─ Possible permeability enhancement

>Methods for natural fracture characterization and prediction needed

3

Outline

• Core and outcrop studies SW Indiana• Fracture types and properties• Fracture spatial organization

• Well experiment, W Kentucky• Core and image log data, pilot hole• Prediction of hydraulic fracture treatment

• Input data for modeling of interaction of hydraulic fractures with natural fractures

Core and Outcrop Locations

2 southerly outcrops described in Schieber and Lazar (2004 Field Guide)

Kentucky data set and well experiment

After Hasenmueller and Leininger, 1987

Subsurface Fractures

Steeply Dipping, Sealed

Dominant trend NW-SE

Secondary trend E-W

Orientation data from 3 cored wells (Hamilton-Smith et al., 2000)

4 in diameter core

Diversified OperatingMcAtee S26-IV, 2788 ft

6

Weakly bonded fracture cement

Noble Solsman1-32H2568.8 ft

7

Predicting fracture attributes

IntensitySpatial distribution

Subcritical Crack Index & Network GeometryGeomechanical modeling by Jon Olson (FRAC)

- 1 0

- 8

- 6

- 4

- 2

0

2

4

6

8

1 0

- 8 - 6 - 4 - 2 0 2 4 6 8

n = 5

- 1 0

- 8

- 6

- 4

- 2

0

2

4

6

8

1 0

- 8 - 6 - 4 - 2 0 2 4 6 8

n = 2 0

- 1 0

- 8

- 6

- 4

- 2

0

2

4

6

8

1 0

- 8 - 6 - 4 - 2 0 2 4 6 8

n = 8 0

n=5 n=20 n=80

Map views of fracture pattern models

Subcritical Crack Index Testing

Fractures in Noble Solsman 1-32H core

2540

2560

2580

2600

2620

2640

2660

0.01 0.1 1

kinematic aperture, mm

dep

th,

ft

Apparent concentration of fractures

37

66

Mean subcritical indices4 tests for upper unit10 tests for lower unit

High SCI

Mod SCI

Variable subcritical index

10

> Single sample – multiple test specimens

> Variability between specimens─ 43 to 80

>Compositional

variation?

Subcritical crack index test results

Orbit J Ray Clark #1

Sample No. SCI ValueNAOJ_1B 64.36

80.34NAOJ_2A 67.22

64.86NAOJ_2B 69.80NAOJ_3A 46.28

77.30NAOJ_3B 47.26

47.69NAOJ_6A 70.20NAOJ_7A 50.07

47.13NAOJ_7B 43.49NAOJ_8A 52.34NAOJ_8B 67.70NAOJ_9A 77.80

68.82NAOJ_9B 54.06

58.61

2,280 ft

11

In Situ Stress (controls hydraulic fracture orientation)

Mid-Plate Compression Province, but local variationNeed to establish SHmax carefully

Dom

inant natural

fracture clusters NW

-SE

N

Hydraulic fracture resumes in SHmax direction at natural fracture tip

Trace of part of horizontal wellbore with perforation

Hydraulic Fracture Treatments

Pumping Phase

~ 500 ftModified after Gale et al. (2007)

Hydraulic fractures ENE-WSW

SHmax

Secondary natural fractures E-W

Reactivation of natural fractures

Natural fracture orientation data from 3 cored wells (Hamilton-Smith et al., 2000)

SW Indiana

Well Experiment

McBride and Nelson (1999)Slide: Doug Walser, Pinnacle

E-W trending en echelon fractures with carbonate cement at 2574-2575 ft

Image log with open fracture in the subsurface

Note offset at 2575 ft on image log.

15Looking west

Compacted Veins Blocher Member

• Present in subsurface• Mostly dolomite• Contain porosity

16

In Situ Stress (controls hydraulic fracture orientation)

Mid-Plate Compression Province, but local variationNeed to establish SHmax carefully

NWell ExperimentPrediction

~ 500 ft

Dominant natural fracture cluster E-W

Horizontal wellbore

SHmax

Natural Fractures parallel to SHmax

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Natural Fracture Input Data for Hydraulic Fracture Modeling

Daugherty Petroleum Inc. (DPI) 2485-21 Christian Co.

>Orientation of SHmax : E - W

>Orientation of opening-mode fractures: E - W dip N or S

>Orientation of faults: Surface faults E - W dip 60° N or S

>Kinematic aperture: 0.05 to 2 mm

>Hydraulic aperture: not known, likely 0 to 2 mm

>Strength of fracture planes: Weak but no test data. Will use data

from Barnett (fractures 1/2 as strong as host shale)

>Height of opening mode fractures 1 m for fractures < 1 mm wide; 10 m for fractures > 1 mm wide

>Spacing of opening mode fractures: 1 to 10 m as base cases

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Impact of Natural Fractures: Assessment Workflow

> Measure SHmax and natural fracture orientation in subsurface. Core, image logs, dipole sonic logs. Do not rely on surface data.

> Determine composition of host rock and fracture fill

> Measure subcritical crack index

> Determine fracture timing and establish mechanical layering at the time of fracturing

20

Impact of Natural Fractures: Assessment Workflow

> Use geomechanical models and fracture scaling theory to predict intensity and spatial organization

> Verify with microseismic monitoring and core/image logs

> Use to predict likely interaction of hydraulic fractures with natural fractures

> Use production data to verify> Iterate to improve prediction capability

21

Conclusions

>Natural fractures common; diverse origins─ Steep, partly or completely sealed likely most important

for completions─ Calcite-sealed fractures weak planes (reactivation)

>Different origins yield different attributes─ Subcritical index for spacing─ Location critical

> Sullivan/Pike Co. area near Wabash Valley Fault System (active)> Christian Co. area near Rough Creek Graben (E-W)> Present day SHmax E-W to ENE -WSW across region (need local data)

22

Acknowledgments

>Fracture Research and Application Consortium (FRAC), University of Texas at Austin

>RPSEA – funding for this project

>GTI

>Noble Energy Inc.

>NGas

>ResTech and Pinnacle

>Indiana Geological Survey

>Kentucky Geological Survey

Core 1 2 3 Avg Avg

2528' Depth3A 42 46 444B 64 82 76 74 1.88B 88 159 62 103 1.55B 59 93 76 76 1.6

74 1.62630.6' Depth

3B4 58 66 75 66 1.4

1A 70 73 92 78 1.32A 71 76 88 781B 40 40 1.7

66 1.52557' Depth

4A10A 0.98A 0.8

10B 27 27 0.99B 34 34 0.96B 57 41 49 0.95B 1.0

37 0.9

SCI KIC

Subcritical Crack Index Test Results

Osburn Trust 1-11H

(2528 ft)

Solsman 1-32H

(2557 and 2630.6 ft)

Active tectonics

McBride and Nelson (1999)

Earthquakes Wabash Valley Fault System (normal faults) 18th April 2008 Magnitude 5.2 Strike slip, right lateralDepth 18 km (~ 11 miles)

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Natural Fracture Input Data Hydraulic Fracture Modeling

Daugherty Petroleum Inc. (DPI) 2485-21 Christian Co.

>Present day orientation of SHmax : E - W

>Orientation of opening-mode fractures─ E-W trend, steep dips to N and S

>Orientation of faults─ Surface faults trend E-W dipping 60° to N or S─ Fault on image log at 2484 ft MD, dipping at approx 88° S

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Natural Fracture Input Data Hydraulic Fracture Modeling

Daugherty Petroleum Inc. (DPI) 2485-21 Christian Co.

>Natural fracture apertures─ Partly open in image log

>Natural state; popped open by drilling; calcite cement abraded during air drilling

─ Calcite cement in core, breaking within cement ─ Euhedral calcite crystals on fracture surfaces ( 2 mm): pore space of > 2 mm needed to grow─ Narrowest sealed fractures 0.05 mm wide

>Kinematic aperture is of the order of 0.05 to 2 mm

>Hydraulic aperture is not known. Likely 0 to 2 mm.

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Natural Fracture Input Data Hydraulic Fracture Modeling

Daugherty Petroleum Inc. (DPI) 2485-21 Christian Co.

>Strength of fracture planes─ Weak, but no tensile strength measurements─ Will use data from Barnett tests (fractures half as strong as host shale)

>Height of opening mode fractures─ 1 m for fractures < 1 mm wide ─ 10 m for fractures > 1 mm wide

>Spacing of opening mode fractures─ Will be modeled using subcritical index and mechanical layer thickness─ will use 1 to 10 m as base cases

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Polyphase Cement

Anschutz Corp. #16-19 Voelkel, Dubois Co., 2106 ft

Measuring Subcritical Properties

• dual torsion test• test in air, water, brine, oil, …• multiple tests per sample• sample size 20 x 60 x 1.5 mmd

P/2

P=Load

P/2 P/2

PWm

P/2

Crack Guide

=displacement

LW

a

acrack length

Crack

Holder et al. (2001)

Outcrop Joints

Appalachian Basin