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Chapter 6 DOE HORIZONTAL PROJECT

Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding Low injection rates High injection pressures

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Page 1: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Chapter 6

DOE HORIZONTAL

PROJECT

Page 2: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Why a Horizontal Waterflood?Problems with Conventional Waterflooding

Low injection rates

High injection pressures

Producing wells frac’d into water

Page 3: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Why a Horizontal Waterflood?Benefits of Horizontal Waterflooding

Inject large volumes of water

High producing rates without fracture stimulation

Bypassed oil in undrained compartments

Page 4: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Introduction

This project has been supported througha grant by the DOE NETL.

The opinions stated are thoseof the presenter.

Page 5: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Introduction Background

Reservoir Modeling

Geologic Interpretation

Planning the Project

Drilling the Wells

Page 6: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Introduction Evaluating the Initial Project Results

Re-Drilling Operations

Pilot Production Summary

Conclusions

Lessons Learned

Page 7: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Wolco

Page 8: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Evolving Pilot Test

Page 9: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Project Background Reservoir Candidate Screening

Initial Reservoir Simulations

Initial Pilot Selected

Results of Original Pilot

Second Pilot Selected

Results of Second Pilot

Page 10: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Preliminary Reservoir ScreeningEstimating OOIPIf there was only primary production then

Cum Production / 0.1 = OOIP

If there was primary + secondary production thenCum Production / 0.2 = OOIP

Estimating Remaining Oil= OOIP - Cum Production - 25% SRO

Page 11: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Initial Simulation Results•Is there sufficient remaining oil?

Page 12: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Preliminary Reservoir ScreeningSingle layer or stratified reservoir?

“C” 18%

“D” 28%

Page 13: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Initial Reservoir Simulation Obtain History Including Offset Leases Evaluate Technical Information Open and Cased Hole Logs Core Reports Engineering Reports Osage Agency Reports

Model Reservoir

Page 14: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Initial Simulation ResultsVertical Permeability vs. Horizontal Permeability

Page 15: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

WolcoOil saturation determination

30’± Oil Saturation 52%

Page 16: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Wolco

Page 17: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Wolco

Page 18: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Wolco

Oil Saturation

Vertical v. Horizontal Permeability

Horizontal Permeability

Page 19: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Geologic InterpretationsGeology Depositional Environment

C Zone: 14-16% Porosity D Zone: > 20% Porosity

Fluvial Dominated Deltaic

Incised Valley Fill

Page 20: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Geologic InterpretationsRock Mechanics Dr. Leonid Germanovich Rock Mechanics Dept. - Georgia Tech

Avant Cores – from OGS Core Library

Sonic Log Evaluation for estimating compressive rock strength

Page 21: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Geologic InterpretationsRock Mechanics

“Estimating Compressive

Strength from Travel Time from Sonic

Logs”

by Ken Mason

Page 22: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Geologic InterpretationsRock Mechanics Sonic log determines borehole stability Compressive strength estimated from sheer wave values

Compressive strength based on porosity

Locally porosity < 25% is stable enough for open hole completion

Page 23: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Geologic InterpretationsNatural Fractures Osage Surface Fracture Mapping Project

Primary fracture direction at surface ~ N35E

Assumed same at Bartlesville zone

Wolco

Page 24: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Wolco

Heel -to -toeconfiguration

Page 25: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Geologic InterpretationsKey Project Decision Points Horizontal wells should be drilled parallel to the predominate fracture orientation

In the Bartlesville reservoir, horizontal wells can be drilled with air using and completed open hole

Page 26: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Planning the ProjectLog Review Blake 3A

Saturation – 30’

Assume total reservoir to be 80’ Thick

Page 27: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Planning the ProjectLocation with pilot horizontal well plans

in relation to existing wells

Page 28: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal Wells1. Drill the Vertical Well

2. Move Out Drilling Rig

3. Move In Workover Rig

4. Drill the Curve and Horizontal Sections

Page 29: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsShort Radius Horizontal Drilling Technique Amoco (BP) Licensed Rotary Steerable System 70 ft. Radius of Curvature 1000 ft. Lateral Section

Based on Formation Stability Open Hole Completion Air/Foam Drilling Fluids

Page 30: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsAdvantages of These Techniques Low cost Drilling with air minimizes formation damage in low-pressure, sensitive reservoirs Use of air hammer permits rapid penetration rates Short-turning radius (70ft) permits wells to be conventionally completed with rod-pump set with low pressure head on the formation

Page 31: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Vertical Well Set pipe 70 ft above target formation

KOP

70 ft

Target Formation

Page 32: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Curve Trip in Hole with Curve Drilling Assembly (CDA)

Run Gyro to Orient CDA Direction

Drill Curve

Page 33: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Curve

•70 ft Radius

Page 34: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Curve

Page 35: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Curve

Page 36: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Curve 4 ½” PDC Bit

Page 37: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Lateral Section

1000 feet

Page 38: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrill the Lateral Section 4 1/8” Air Hammer Bit

Page 39: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsWolco 4A – Section view

1200

1300

1400

1500

1600

1700

1800

Tru

e V

ertic

al D

epth

(25

0 ft

/in)

-100 0 100 200 300 400 500 600 700 800 900 1000 1100 1200Vertical Section at 32.30° (250 ft/in)

1200

1300

1400

1500

1600

1700

1800

Tru

e V

ertic

al D

epth

(25

0 ft

/in)

0 100 200 300 400 500 600 700 800 900 1000 1100 1200Vertical Section at 32.30° (250 ft/in)

1200

1300

1400

1500

1600

1700True

Ver

tical

Dep

th (2

50 ft

/in)

-400 -300 -200 -100 0 100 200 300 400 500 600 700 800 900Vertical Section at 32.30° (250 ft/in)

Planned

Actual

Page 40: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsWolco 6A - Section view

1200

1300

1400

1500

1600

1700

1800

Tru

e V

ertic

al D

epth

(25

0 ft

/in)

-100 0 100 200 300 400 500 600 700 800 900 1000 1100 1200Vertical Section at 32.30° (250 ft/in)

1200

1300

1400

1500

1600

1700

1800

Tru

e V

ertic

al D

epth

(25

0 ft

/in)

0 100 200 300 400 500 600 700 800 900 1000 1100 1200Vertical Section at 32.30° (250 ft/in)

1200

1300

1400

1500

1600

1700True

Ver

tical

Dept

h (25

0 ft/in

)

-400 -300 -200 -100 0 100 200 300 400 500 600 700 800 900Vertical Section at 32.30° (250 ft/in)

Planned

Actual

Page 41: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsWolco 5A - Section view

1200

1300

1400

1500

1600

1700

1800

Tru

e V

ertic

al D

epth

(25

0 ft

/in)

-100 0 100 200 300 400 500 600 700 800 900 1000 1100 1200Vertical Section at 32.30° (250 ft/in)

1200

1300

1400

1500

1600

1700

1800

Tru

e V

ertic

al D

epth

(25

0 ft

/in)

0 100 200 300 400 500 600 700 800 900 1000 1100 1200Vertical Section at 32.30° (250 ft/in)

1200

1300

1400

1500

1600

1700True

Ver

tical

Dep

th (2

50 ft

/in)

-400 -300 -200 -100 0 100 200 300 400 500 600 700 800 900Vertical Section at 32.30° (250 ft/in)

Planned

Actual

Page 42: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Drilling the Horizontal WellsDrilling and Completion Costs - 2001 Wolco 4A - $257,000 Wolco 5A - $214,000 Wolco 6A - $202,000

In 2001 a nearby 1200 ft. horizontal well with a 300 ft. radius curve had an estimated completed cost of $700,000.

Page 43: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project ResultsInitial Production 98% Water Cut

DISAPPOINTING RESULTSVERY

Page 44: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project Results1. Why is the oil production below

expectations?

2. Is water injection occurring below the parting pressure?

3. How can we increase oil production to realize economic operations?

Page 45: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project ResultsStep Rate Test

Page 46: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project ResultsStep Rate Test Results Opened Fractures at 573 psi BHP

1725 BWPD

Fracture gradient of 0.35 pst/ft which is less than a column of water

Page 47: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project ResultsSignificance of Step-Rate Test Low fracture gradient of 0.35 psi/ft helps to explain why conventional waterfloods operating in the range of 0.70 psi/ft have often failed.

Low fracture gradient provides additional support for the concept of using horizontal injection wells.

Page 48: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project ResultsStep Rate Test Operations Changes Injecting at approximately 1200 BWPD

Surface pressure = Vacuum

Page 49: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project Results Spinner Survey

Distance

Per

cen

t F

low 100

755025

0

Page 50: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project ResultsAnalyzing the Spinner Survey ResultsCreation or extension of fractures during the drilling of curve with conventional mud

Page 51: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Logging Horizontal Wells

Induction

Density

Fracture Identification & Orientation

Low cost?

Page 52: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Logging Horizontal WellsSucker Rod Conveyed Logging

Adaptor

Page 53: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Logging Horizontal WellsSucker Rod Conveyed Logging

High tech, state of the art

Electrical Tape

Page 54: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Re-drilling OperationsWolco 6A and 6A-4

Page 55: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Re-drilling Operations

Page 56: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

The Initial Project ResultsReconfigure the Field Pilot Project Change from a horizontal waterflood to oil rim recovery

Page 57: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Pilot Production Summary

Monthly

Before Pilot

Change

Horizontal Waterflood

Page 58: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Pilot Production Summary

Monthly

After Pilot

Change

Oil Rim Recovery

with Vertical Injection

Page 59: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Conclusions1. The original pilot recovered very little oil making the results uneconomical.

This pilot was discontinued.

Page 60: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Conclusions2. The pilot was modified by re-drilling the two horizontal wells into the oil rim and using an existing vertical well injecting into the bottom high permeability zone.

Page 61: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Conclusions3. Simulations with the current reservoir characteristics match the present performance.

Year 1

Page 62: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Conclusions4. In old or abandoned fields where conventional waterfloods were inefficient, production may possibly be re-established with:

Horizontal wells placed in the oil rim

In areas of adequate oil saturation

Reservoirs with sufficient bottom hole pressure

Page 63: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

Conclusions5. Compartmentalization

Page 64: Chapter 6 DOE HORIZONTAL PROJECT. Why a Horizontal Waterflood? Problems with Conventional Waterflooding  Low injection rates  High injection pressures

DOE Horizontal Project Conclusion Low cost horizontals

No problem with hole stability

Low cost logging technique

Low cost horizontal redrills