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The Interaction of Reservoir Engineering and Geomechanics (a story) Brian G D Smart FREng, FRSE, FIMMM, CEng Petromall Ltd

The Interaction of Reservoir Engineering and …38559b81a8bdc9f7a43e-61cdd80dc1a7a416127c70ccd69fa98c.r12.cf1... · Reservoir Simulation 1996-2000 533 35 9 39 2001-2005Period on 347

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Page 1: The Interaction of Reservoir Engineering and …38559b81a8bdc9f7a43e-61cdd80dc1a7a416127c70ccd69fa98c.r12.cf1... · Reservoir Simulation 1996-2000 533 35 9 39 2001-2005Period on 347

The Interaction of Reservoir Engineering and

Geomechanics

(a story)

Brian G D Smart

FREng, FRSE, FIMMM, CEng

Petromall Ltd

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Why is the interaction a good thing?

Assertion - Reservoir Geomechanics enables better Reservoir

Engineering-related decisions regarding:-

• Reservoir characterisation including permeability stress sensitivity

• Well locations/design

• Production strategy (reservoir pressure)

• Flood directionality

• Compaction drive

• 4D seismic interpretation

• Seal integrity

• Changes in compartmentalisation

• Subsidence

• Production-induced earth tremors

All impacting recovery factor and costs, i.e. THE BOTTOM LINE (S)

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The Story • 1964-1990: BGDS’s geomechanics understanding evolved mainly

in the world of international coal mining and South African gold

mining (Strathclyde, Cardiff, Strathclyde)

– Possible to observe phenomena directly and take both local and remote measurements, and

convey recommendations regarding tunnel and coalface support to management – rapid

feedback

• 1982-2003: Migration to petroleum engineering (Strathclyde, Heriot-

Watt)

– More difficult to observe and measure phenomena, usually feedback times longer, lab tests

involve fluids

• From 1982 on, thoughts, actions – “Can the understanding of the

geomechanics of stratified deposits developed in coal mining and

gold mining be transferred to petroleum engineering” (stratified

deposits with production-induced in situ stress perturbation)

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The Storyboard 1970-73 Coal: a key

understanding

In the lab In the mine

Observation:- Compression

testing of rock

Compression

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Example of a Model

Evolution/Use

• Load rating of longwall coalface

hydraulically-powered supports

• Range 180T to 1000T per unit

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Longwall Coalface Hydraulically-

Powered Roof Supports

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The official UK model :

The Detached Block

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Caving observed in NSW and SA where higher

rated supports required than in UK – why, how

can they be specified from first principles?

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New “3 Foundations” Conceptual

Model

Caved Waste Support Coal

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The Story Board 1975-80 Coal: The in situ stress state

is anisotropic - another key understanding

sv

sh sH

sh sv> sH >

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The Storyboard 1990 Petroleum

Thin mudstone intervals separating sharp-

based turbidite sandstones

sv

The Conceptual Model

Reservoir

Regional

Stresses

sh sh sH

sv

1. Effective stress changes are caused by pore pressure and

temperature changes – ground deforms with structural and

anisotropic σ controls

2. Permeability and seismic velocities are stress sensitive

3. Input data required

4. Coupled modelling required

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Wells lost by shear

Wells lost due to axial

compression

Fault activation influencing seals

and compartmentalisation

This Conceptual Model predicts, for

example, for compacting reservoirs:-

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sH sh

sh

sH

This Conceptual Model predicts, for

example, for fractured reservoirs:-

Injector

Producer

Least

efficient

sweep

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Fluid Flow Simulator

Stress-Analysis Simulator

Change in Pore Pressure,

Temperature, Saturations

Change in Effective

Stresses

Rock Movements, Change

in Stress and Strain

Change in

Permeability, Sealing

More realistic flow simulation

results; real and geological time

Reservoir and o/b stresses,

strains and displacements; real

and geological time

The Storyboard 1988 on – Coupled Modelling

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Differentiating Filter

(Synthetic) Fluid Flow Simulator

Stress-Analysis Simulator

Change in Pore Pressure,

Temperature, Saturations

Change in Effective

Stresses

Rock Movements, Change

in Stress and Strain

Change in

Permeability, Sealing

Enhanced 4D Seismic

Interpretation/Reservoir Management

Saturation-Related

Changes in Impedance

Stress-Related Changes in

Impedance

Changes in Velocity

and Density

More realistic flow simulation

results; real and geological time

Reservoir and o/b stresses,

strains and displacements; real

and geological time

The Storyboard 1990 on – Coupled Modelling

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Begin with a Geomechanical Appraisal.

Data Set:-

• Intact rock properties?

• Discontinuity (fracture) properties?

• In situ stress state(s)?

• Spreading and upscaling - populating the

Geomechanical Model with properties

• NB fracture distribution

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The Geomechanics Work Flow

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Matrix Properties with good porosity

correlations (stress-sensitive values where appropriate)

Elastic constants E and v

Biot’s coefficient

Failure (Fracture) Criteria

Vp and Vs velocities

Permeability at reservoir stress

conditions

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Rock Properties - Property

Correlations

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Populating Model - Intact Rock

Correlation

Synthetic

Rock

Mechanics

Log

Convert

Reservoir

Characterisation

Model into a

Geomechanical

Model

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Sampling Rationale - Matrix

Petrophysical

Property

Rock

Mechanics

Property

Sample

Core, then

Test

Wireline Log

Correlation

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HWU Innovative Rock Testing

Equipment:-discontinuities?

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Understanding and Tools

Developed/Developig:

Progress?

• Measure using “Reservoir

Geomechanics” publications listed in

OnePetro

• Compare with other Reservoir

Engineering topics

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Reservoir

Geomechanics Wettability Material Balance Reservoir

Simulation

1991-1995 3 468 657 3289

1996-2000 19 634 716 4569

2001-2005 85 947 887 5846

2006-2010 165 1458 1179 8602

2011-2015 455 2355 1656 12433

Reservoir

Geomechanics Wettability Material Balance Reservoir

Simulation

1996-2000 533 35 9 39

2001-2005 347 49 24 28

2006-2010 94 54 33 47

2011-2015 176 62 40 45

Topic Publications Referenced in OnePetro

Periods with

Number of

Publications

% Growth

Period on

Period

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Topic Publications Referenced in OnePetro

Period

Published

Number of Publications

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Topic Publications Referenced in OnePetro

% Growth

Period on

Period

Topics

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The Story Board 2018

• The simple OnePetro survey suggests that reservoir geomechanics, while still a niche

topic, is growing in activity as understanding and the tools required develop

• The growing petroleum reservoir engineering geomechanics fraternity comprises

some majors, at least one national oil company, universities, service companies and

an growing number of consulting companies

• The occurrence of reservoir “geomechanical action” has become obvious in the

“extremes” e.g. in subsidence, well-loss, the management of fractured reservoirs.

What about the more subtle reservoir scale effects? The challenge with this topic is

the time between initiation and results.

• Pressure depletion in NS reservoirs approaching decommissioning will initiate

geomechanical phenomena – at what scale and can they be used? What risks might

they create?

• Reservoir geomechanics is a multi-disciplinary topic, and a shared conceptual model

could accelerate its application

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ACKNOWLEDGEMENTS

• Jim Somerville and Colleagues in the Rock

Mechanics Group, Heriot-Watt University.

• Former colleagues at Strathclyde University and

University College Cardiff

• Support provided from the Mining and Petroleum

industries

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The Original Mission

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The Tools Required:-

• An appropriate geomechanical conceptual model for the reservoir and surrounds

• A geomechanical appraisal of the reservoir to populate the model with data (largely the same as for well stability)

• Coupled modelling software to realise model

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Data,

Understanding

Tasks

Deliverables

feedback to

improve

characterisations

feedback to

improve

characterisation

Basin process simulations

*Genetic Units expertise Analogue studies

*Geomechanics of fracture genesis

*Published and proprietary studies

Stress-Sensitive

Reservoir Modelling and

Coupled Simulations

(Fluid and 4D)

Characterise Reservoir Rocks Characterise Reservoir Faults &

Fractures

Characterise Structural Setting of the Reservoir

*Log analysis

Reservoir Geomechanical Model

Better Decisions Reservoir Management

*Geomechanical Core Analysis *Structure and anisotropy analysis from Seismic

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Figure 4.1.1 P Wave Velocity versus Porosity

y = -98.589x + 5194.7

R2 = 0.8593

0

1000

2000

3000

4000

5000

6000

7000

0 5 10 15 20 25 30 35

Porosity (%)

Vp

(m/s

)

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Fluid Flow Simulator

Stress-Analysis Simulator

Change in Pore

Pressure, Temperature,

Saturations

Change in Effective

Stresses

Rock Movements,

Change in Stress and

Strain

Change in Permeability

More realistic simulation results;

real and geological time

Reservoir and o/b stresses,

strains and displacements;

real and geological time

Coupled

Modelling