The Interaction of Reservoir Engineering and Geomechanics (a story)

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

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)

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)

The Storyboard 1970-73 Coal: a key understanding Compression Observation:- Compression testing of rock In the lab In the mine

Example of a Model Evolution/Use Load rating of longwall coalface hydraulically-powered supports Range 180T to 1000T per unit

Longwall Coalface Hydraulically- Powered Roof Supports

The official UK model : The Detached Block

Caving observed in NSW and SA where higher rated supports required than in UK why, how can they be specified from first principles?

New 3 Foundations Conceptual Model Caved Waste Support Coal

The Story Board 1975-80 Coal: The in situ stress state is anisotropic - another key understanding s v s H s h s v > s H > s h

The Storyboard 1990 Petroleum The Conceptual Model s v Regional Stresses s h Reservoir s H s h Thin mudstone intervals separating sharpbased turbidite sandstones s v 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

This Conceptual Model predicts, for example, for compacting reservoirs:- Wells lost due to axial compression Wells lost by shear Fault activation influencing seals and compartmentalisation

This Conceptual Model predicts, for example, for fractured reservoirs:- Least efficient sweep s h s H Injector Producer s h s H

The Storyboard 1988 on Coupled Modelling More realistic flow simulation results; real and geological time Fluid Flow Simulator Change in Pore Pressure, Temperature, Saturations Change in Permeability, Sealing Change in Effective Stresses Rock Movements, Change in Stress and Strain Stress-Analysis Simulator Reservoir and o/b stresses, strains and displacements; real and geological time

The Storyboard 1990 on Coupled Modelling More realistic flow simulation results; real and geological time Enhanced 4D Seismic Interpretation/Reservoir Management Fluid Flow Simulator Differentiating Filter (Synthetic) Change in Pore Pressure, Temperature, Saturations Change in Permeability, Sealing Saturation-Related Changes in Impedance Stress-Related Changes in Impedance Change in Effective Stresses Rock Movements, Change in Stress and Strain Changes in Velocity and Density Stress-Analysis Simulator Reservoir and o/b stresses, strains and displacements; real and geological time

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

The Geomechanics Work Flow

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

Rock Properties - Property Correlations

Populating Model - Intact Rock Correlation Synthetic Rock Mechanics Log Convert Reservoir Characterisation Model into a Geomechanical Model

Sampling Rationale - Matrix Wireline Log Rock Mechanics Property Sample Core, then Test Correlation Petrophysical Property

HWU Innovative Rock Testing Equipment:-discontinuities?

Understanding and Tools Developed/Developig: Progress? Measure using Reservoir Geomechanics publications listed in OnePetro Compare with other Reservoir Engineering topics

Topic Publications Referenced in OnePetro Periods with Number of Publications 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 % Growth Period on Period 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 Period Published Number of Publications

Topic Publications Referenced in OnePetro % Growth Period on Period Topics

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

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

The Original Mission

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

Data, Understanding *Structure and anisotropy analysis from Seismic *Published and proprietary studies Basin process simulations *Genetic Units expertise *Geomechanical Core Analysis *Log analysis *Geomechanics of fracture genesis Analogue studies Characterise Structural Setting of the Reservoir Tasks Characterise Reservoir Rocks Characterise Reservoir Faults & Fractures feedback to improve characterisations Reservoir Geomechanical Model Stress-Sensitive Reservoir Modelling and Coupled Simulations (Fluid and 4D) feedback to improve characterisation Deliverables Better Decisions Reservoir Management

Vp (m/s) Figure 4.1.1 P Wave Velocity versus Porosity 7000 6000 y = -98.589x + 5194.7 R 2 = 0.8593 5000 4000 3000 2000 1000 0 0 5 10 15 20 25 30 35 Porosity (%)

More realistic simulation results; real and geological time Fluid Flow Simulator Change in Pore Pressure, Temperature, Saturations Change in Effective Stresses Change in Permeability Rock Movements, Change in Stress and Strain Coupled Modelling Stress-Analysis Simulator Reservoir and o/b stresses, strains and displacements; real and geological time