the spe foundation through member donations and a ... · –liquid loading . 6. production...

43
1 Primary funding is provided by The SPE Foundation through member donations and a contribution from Offshore Europe The Society is grateful to those companies that allow their professionals to serve as lecturers Additional support provided by AIME Society of Petroleum Engineers Distinguished Lecturer Program www.spe.org/dl 1

Upload: others

Post on 20-Apr-2020

2 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

1

Primary funding is provided by

The SPE Foundation through member donations and a contribution from Offshore Europe

The Society is grateful to those companies that allow their professionals to serve as lecturers

Additional support provided by AIME

Society of Petroleum Engineers Distinguished Lecturer Programwww.spe.org/dl 1

Page 2: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

Effects Of Complex Reservoir Geometries And Completion Practices On Production Analysis In Tight

Gas Reservoirs

Stuart A. CoxMarathon Oil Company

Society of Petroleum Engineers Distinguished Lecturer Programwww.spe.org/dl

®

Page 3: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

3

Outline

Introduce production analysisReservoir geometries- Synthetic cases - Field examples

Completion parameters- Synthetic cases - Field examples

Page 4: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

4

Purpose

Address the following question:When performing production analysis, can complex reservoir geometries and completion practices cause linear flow, limited fracture half lengths and limited drainage areas to be predicted?

Page 5: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

5

Conditions

Reservoir geometries–Stress dependent permeability –Radial composite–Two-layer system

Completion parameters–Hydraulic fracture clean-up and damage–Liquid loading

Page 6: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

6

Production Analysis

Rate, time, pressure analysis

Long term pressure drawdown test

Type-curve matching technique

Major Assumptions- Single-phase fluid- Constant reservoir / completion properties- Volumetric production- Bottomhole pressure known

Page 7: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

7

Applications of Production Analysis

Determine effective drainage volumeEstimate drainage areaEstimate reserves / productive lifeIdentify infill drilling potential Estimate reservoir flow capacity Completion performance evaluation

Page 8: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

8

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

Infinite Conductivity Fracture

Kh = 3.27 md-ftXf = 200 ft

Boundary DominatedUniform Flow

Boundary DominatedLinear Flow

Infinite Acting Flow

Example of Reservoir Flow Geometry on Diagnostic Type Curve

Presenter
Presentation Notes
Early time production trends provide qualitative insight into completion efficiency and can also provide an indication of near-well flow geometry. The figure shows the characteristic shapes of the linear, uniform, and infinite acting flow geometries. The linear flow response can be a result of channel flow or an indication of directional reservoir permeability heterogeneities. The shapes of the characteristic curves and their position on the type-curve help differentiate unstimulated production response from linear channel flow and fractured well behavior. Late-time effects such as boundary dominance can also be observed.
Page 9: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

9

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Boundary Dominated Flow

East Texas Example 2 to 1 Rectangular Boundary at 1,017 Days

Kh = 3.3 md-ft

Inifite Acting Pseudo Radial Flow

Uniform Flux Fracture Xf = 380'

Field Example of Flow Characteristics

East Texas Example First 90 Days

Presenter
Presentation Notes
The figure shows the characteristic type-curve shapes for a well producing in pseudo-radial flow and boundary dominated fractured-well flow. The plot also includes actual well performance data from an East Texas producer. The well was produced naturally for 90 days at an average rate of 420 Mscf/D. The well was then fracture stimulated and placed on production at rates in excess of 2,000 Mscf/D. The early-time radial flow behavior and the later-time fractured-well behavior are both shown on the type-curves in the figure. The data points are the actual well data and the lines represent the GPA model results. All reservoir parameters are the same for both the pre-fracture and post-fracture models. The change in type-curve shape is caused only by the near-well and fracture properties.
Page 10: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

10

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Boundary Dominated Flow

East Texas Example 2 to 1 Rectangular Boundary at 1,017 Days

Kh = 3.3 md-ft

Inifite Acting Pseudo Radial Flow

Uniform Flux Fracture Xf = 380'

Field Example of Flow Characteristics

Presenter
Presentation Notes
The figure shows the characteristic type-curve shapes for a well producing in pseudo-radial flow and boundary dominated fractured-well flow. The plot also includes actual well performance data from an East Texas producer. The well was produced naturally for 90 days at an average rate of 420 Mscf/D. The well was then fracture stimulated and placed on production at rates in excess of 2,000 Mscf/D. The early-time radial flow behavior and the later-time fractured-well behavior are both shown on the type-curves in the figure. The data points are the actual well data and the lines represent the GPA model results. All reservoir parameters are the same for both the pre-fracture and post-fracture models. The change in type-curve shape is caused only by the near-well and fracture properties.
Page 11: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

11

Base Simulation Cases

Uniform – 40 acres Model ParametersFormation top, ft 10,000

Initial reservoir pressure, psi 5,000

Net pay, ft 40

Gas specific gravity 0.65

Effective Gas Perm. md 0.05

Fracture half -length, ft 200

Fracture Conductivity, md-ft 75

Simulation Controls• Flowing tubing pressure 350 psia

• Production time 2 years

• Single layer model

Page 12: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

12

Base Case Radial Flow

Results match simulationAverage pressure 2,630 psi after 2 years

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 1 to 1 Rectangular Boundary at 2 years

Match Simulation Kh = 2.0 md-ft, 2.0 md-ftXf = 165 ft, 165 ftArea= 40 Acres, 40 Acres

Pressure, Psia

400 5000

Page 13: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

13

Stress Dependent Permeability

Matrix Natural Fracture

Page 14: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

14

Stress Dependent Permeability

Reduced flow capacity

Reduction in reservoir and completion flow capacity

Flowing pressure 450 psi0.001

0.01

0.1

1

10

0 1000 2000 3000 4000 5000 6000 7000Net Stress, Psi

Perm

eabi

lity

Mul

tiplie

rChange in Net Stress, psi

Page 15: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

15

Stress Dependent Permeability

Flow capacity is reduced, radial flowFalse depletion stemThirty year effective drainage area of 34 acres

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 1 to 1 Rectangular Boundary at 2 years

Match Kh = 1.0 md-ftXf = 180 ftArea= 32 Acres

400 5000

Pressure, Psia

Presenter
Presentation Notes
Reduced flow capacity results in an apparent increase in effective fracture half length. The average pressure in the model is 3316 after two year of production. The transient has reached all model boundaries.
Page 16: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

16

Natural FractureParameters

Fracture spacing 30 ftFlow capacity 2.0 md-ft - Matrix = 0.005 md- Natural fracture = 0.045 md

Page 17: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

17

Type Curve Match

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 3 to 1 Rectangular Boundary at 2 years

Match Kh = 0.68 md-ftXf = 165 ft Area= 23 Acres

Reduced flow capacity Linear flowLimited drainage area

Page 18: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

18

Pressure Profile After Two Years

No Stress dependent Permeability Stress dependent Permeability

False depletion stem draining ~ 20 AcresLinear flowPA after 16 years resulted in a 40 acre

400 5000

Pressure, Psia

400 5000

Pressure, Psia

Page 19: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

19

Field Example Stress Dependant Permeability

Well Location North Dakota Carbonate ~ 10,000 ft

Flow capacity Natural fractured

Completion Horizontal

Page 20: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

20

Depletion stem

Field Example Production Analysis Results

Rate & Pressure HistoryLog-Log Plot

Limited ReservoirFlow capacity 13.6 md-ftEffective length 520 ft

Page 21: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

21

Pressure Build Modeling

1E-3 0.01 0.1 1 10 1001

10

100

Log-Log plot: p-p@dt=0 and derivative [psi] vs dt [hr]

Log-Log Plot

Page 22: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

22

Actual Pressure Build UpLog-Log Plot

100 Hour TestStimulated well performanceNo Boundaries

Page 23: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

23

Actual Pressure Build UpPressure Match

Page 24: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

24

Radial Composite

Page 25: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

25

Radial Composite

Two regions considered - Inner region – 5 acres, 2 md-ft- Outer region – 35 acres, 0.02 md-ft

Results- Reduced effective drainage area - PA match shows linear flow- Long-term complex transient behavior- PA after 25 years results show 40 acres

Page 26: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

26

Type Curve Match

Linear flow with limited drainage area

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 3 to 1 Rectangular Boundary at 2 years

Case 3 Kh = 2.0 md-ftXf = 165 ft Area= 7 Acres

Page 27: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

27

Pressure Profile After Two Years

Blue area is the 5 acre higher flow capacity areaRadial shape reflected in the model

400 5000

Pressure, Psia

Page 28: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

28

Two Non-Communicating Layers

Description – Top layer – 466 ft x 1320 ft, ~ 14 acres

– Length to width aspect ratio of 2.8– Bottom layer – 40 acre– Flow capacity for each layer

- 2 md-ft- 20 md-ft

Page 29: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

29

High permeability layer dominates geometryGas in place matches the actual volumeSingle layer model can not capture the complex geometry

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 2.8 to 1 Rectangular Boundary at 2 years

Case 4 Kh = 16 md-ftXf = 125 ft Area= 28 Acres

High Flow Capacity Channel

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 1 to 1 Rectangular Boundary at 2 years

Case 4 Kh = 20 md-ftXf = 125 ft Area= 28 Acres

Low Flow Capacity Channel

Page 30: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

30

Pressure Profile After Two YearsHigh Permeability Channel

Both layers drainedLinear flow geometry from PA

400 5000

Pressure, Psia

Page 31: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

31

Hydraulic Fracture Clean-up

Initial fracture conductivity set at 2 md-ft60 day clean-up to a final fracture conductivity of 75 md-ftResult show short effective length

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 1 to 1 Rectangular Boundary at 2 years

Match Simulation Kh = 2.0 md-ft, 2.0 md-ftXf = 37 ft, 165 ftArea= 40 Acres, 40 Acres

Page 32: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

32

0.01

0.1

1

10

100

0.0001 0.001 0.01 0.1 1 10 100tDA

P wD

or P

wD'

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Infinite Conductivity Fracture in 2.2 to 1 Rectangular Boundary at 2 years

Match Simulation Kh = 1.8 md-ft, 2.0 md-ftXf = 181 ft, 165 ftArea= 17 Acres, 40 Acres

Fracture Conductivity Reducing

Fracture conductivity reduced by 1% each day for the two years False depletion stem and linear flow

400 5000

Pressure, Psia

Page 33: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

33

Liquid Loading –What’s The Problem?

– Additional back pressure on formation?– Poor estimate of actual bottomhole

pressure from surface data?– Imbibition of water into the formation while

the well is flowing and static?– Will the well improve if unloaded?– Do loaded wells result in a false depletion

stem and reservoir shape?

Page 34: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

34

Wellbore Dynamics - Loading

Page 35: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

35

Wyoming Field Example

Page 36: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

36

Field Example Production Analysis

0.1

1

10

100

1000

0.0001 0.001 0.01 0.1 1 10 100 1000 10000 100000tDA

P wD

or P

wD'x

0.1

Actual PwDActual PwD'Analytical PwDAnalytical PwD'

Radial Flow in 1 to 1 Rectangular Boundary Pre-loading

Match Kh = 20 md-ftSkin = -1.1 Area = 190 Acres

Page 37: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

37

Imbibition Under Flowing Conditions

Laboratory work by Stim-Lab

Page 38: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

38

Liquid Loading

Standing liquid promotes near-well damage through spontaneous imbibition.In field applications it is common to see both linear flow and false depletion stemsPressure profile from the model confirms the false depletion

Two Year Pressure ProfileLate Time SLC

550 5000

Pressure, Psia

Page 39: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

39

Sims Gas Unit No. 1

0

250

500

750

1000

8/1/2004 8/1/2005 8/1/2006

Gas

Rat

e &

Tub

ing

Pres

sure

, (m

scf/D

, psi

)

0

250

500

Wat

er R

ate,

bbl

/D

MCFDFTPBWPD

Installed Pumping Unit

East Texas Well

East Texas Field Example

Page 40: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

40

West Texas Well

West Texas Field Example

Page 41: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

41

Observations

Complex flow conditions can cause PA to incorrectly predict flow geometry and drainage area.Actual reservoir properties can be reproduced through PA when the reservoir and the fracture are producing at a pseudo steady state conditions. When these conditions are not achieved, PA can not be expected to provide unique solutions.The cases presented highlight the need to incorporate all available data into the analysis of the well’s performance and recognize the limitations of the technique being used to analyze well performance.

Page 42: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

42

Questions?

Page 43: The SPE Foundation through member donations and a ... · –Liquid loading . 6. Production Analysis. ¾Rate, time, pressure analysis ... The figure shows the characteristic type-curve

43