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SPE Distinguished Lecture

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Connectivity. Transition height. Mobility ratio. Areal sweep. Decline rate. Well EUR ... Cross-plot the model-calculated vs. proxy-calculated recoveries ... – PowerPoint PPT presentation

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Title: SPE Distinguished Lecture


1
SPE DISTINGUISHED LECTURER SERIES is funded
principally through a grant of the SPE
FOUNDATION The Society gratefully
acknowledges those companies that support the
program by allowing their professionals to
participate as Lecturers. And special thanks to
The American Institute of Mining,
Metallurgical, and Petroleum Engineers (AIME) for
their contribution to the program.
2
Assessing Dynamic Reservoir UncertaintyIntegrati
ng Experimental Design with Field Development
PlanningMark WilliamsChevron Energy Technology
Company
3
Points I Would Like To Reinforce
  • Experimental Design structures assessments of
    reservoir performance
  • Uncertainties are not decisions
  • Assess reservoir uncertainty and decisions
    sequentially
  • OHIP, rates, and recovery are outputs not
    uncertainties
  • Use the unconstrained development scenario (UDS)
    for the initial Experimental Design assessment
  • Use unbiased models for development alternatives
    analysis

Best Practices tips will be highlighted in
Green.
4
Assessing Dynamic Uncertainty 6-Step Process Flow
  • Define Subsurface Uncertainties and Their Ranges

2. Make ED Runs with an
Unconstrained Scenario
3. Create Proxy Equation for the Simulation Model
4. Create S-Curve of Recovery Using Proxy Equation
5. Build Deterministic P10-P50-P90 Base Models
6. Use Base Models toAssess Alternatives
5
Assessing Dynamic Uncertainty What are the
end-products of this process?
  • A set of P10, P50, P90 base models
  • These P10-50-90 recoveries are minimally
    affected by decisions
  • These base models will be used to test
    development alternatives

P10
P50
P90
P90 P50 P10
6
Assessing Dynamic Uncertainty What are the
end-products of this process?
  • A field development plan with a high chance of
    economic success.
  • Decisions are evaluated using the 3 base models
  • Economic and/or Decision Analysis models used to
    select the optimum plan
  • Plans are usually flexible (narrow/widen scope
    as data comes in

7
Step 1 Define SS Uncertainties Their
RangesUncertainties vs. Decisions
  • Dont confuse uncertainties with decisions
  • Uncertainties drive decisions decisions manage
    uncertainties
  • Difficult to assess them concurrently
  • Typical decisions
  • Number and location of wells
  • Recovery process
  • Artificial lift method
  • Well configuration and type
  • Pattern type and spacing
  • Subsea vs. Platform development
  • Facility capacity

We will assess these after we build our base
models
8
Step 1 Define SS Uncertainties Their
RangesSimple vs. Complex Uncertainties
  • Simple The uncertainty can be directly measured.
  • Examples include
  • Structure Top
  • Porosity and Swir
  • Net and Gross Thickness
  • Oil and Water Viscosity
  • Permeability
  • Sorw and Sorg
  • Krw and Krg
  • Complex The uncertainty is
  • the product of multiple simple uncertainties, or
  • the result of the interaction of multiple simple
    uncertainties
  • Examples include
  • Connectivity
  • Transition height
  • Mobility ratio
  • Areal sweep
  • Decline rate
  • Well EUR

Simple uncertainties are easier to communicate
9
Step 1 Define SS Uncertainties Their
RangesStatic vs. Dynamic Uncertainties
  • Static uncertainties affect the OHIP
  • Structure top and OWC/GOC
  • Porosity and Swir
  • Net and Gross thickness
  • Boi and Bgi
  • Dynamic uncertainties affect rate and recovery
  • Horizontal permeability
  • Relative permeability
  • Residual oil saturation
  • Oil and water viscosity
  • Fault sealing
  • Productivity index

10
Step 1 Define SS Uncertainties Their
RangesMinimums and Maximums
  • Typical projects assess 12 to 20 uncertainties
  • ½ static and ½ dynamic
  • Many are common to all projects
  • Uncertainty ranges come from
  • in-field data, analogues, history matching, and
    expert opinion
  • The Minimum and Maximum values are not P10 and
    P90 values!
  • The Midpoint values are not Most-Likely!

Try to keep all of your uncertainties SIMPLE
11
Step 2 Make ED Runs with an Unconstrained
ScenarioSetting Up the ED Table
  • The ED table can structure the analysis
  • Plackett-Burman ED is popular since it is the
    simplest
  • Plackett-Burman is used to screen large numbers
    of uncertainties.
  • Parameter combinations (-1, 0, 1) are prescribed
    for each run.
  • The centerpoint run uses all midpoints (0 values)
    to test for curvature
  • Curvature (e.g. a poor linear fit) requires
    D-Optimal Design or some other 3-level method
  • More runs can be made to increase the degrees of
    freedom, if desired
  • Better estimates of the error

12
Step 2 Make ED Runs with an Unconstrained
Scenario Normal vs. Actual Uncertainty Values
  • Normal Value Parameters
  • Geologic framework (structure and layers)
  • Geobody configurations
  • Porosity arrays
  • Permeability arrays
  • Saturation arrays (Swir, Sorw, Sorg)
  • Fault sealing

Normal parameters does not mean they are
normally distributed. They are arrays
represented by -1, 0, and 1
  • Actual Value Parameters
  • Oil-in-Place
  • Pore volume
  • Any array multipliers (perm, NTG, pore volume)
  • OOWC
  • Relative Permeability (Krw, Krg)
  • Skin factors
  • PI Multipliers
  • Kv/Kh ratio

-1
Worst
1
Best
13
Step 2 Make ED Runs with an Unconstrained
Scenario Normal and Actual Uncertainty Values
  • The Plackett-Burman table with actual values
    replacing the normal values
  • 0, 1, and -1 denote min, mid, and max values.
  • Normal and actual values can be mixed
  • Actual values give you more flexibility in Step
    5
  • This is when you create your P10-50-90 base
    models

14
Step 2 Make ED Runs with an Unconstrained
Scenario What is the Unconstrained Development
Scenario?
  • A development that is not constrained by
  • The number of wells
  • Facilities capacity
  • Well hydraulics (no flow tables or networks)
  • Economic limits
  • Drilling schedule
  • Different recovery processes require a separate
    UDS (e.g. water vs. gas injection)
  • Dont use too many wells

5-Spot UDS Model
The main point Let the differences in recovery
be attributable to subsurface uncertainty
alone!
15
Step 2 Make ED Runs with an Unconstrained
ScenarioPlackett-Burman ED Table with Run Results
  • These are the simulator recoveries under the UDS
  • The same UDS was used for all runs
  • Convert to Net Present Production
  • captures the impact of uncertainties that affect
    rate (e.g. perm)

16
Step 3 Create Proxy Equation for the Simulation
ModelPlackett-Burman ED Table with Run Results
The uncertainty values (independent) and oil
recoveries (dependent) are regressed into a proxy
equation.
Oil Rec 52.765 0.161(OOIP) - 82.5(KRW) -
4.167(XPERM) 151.515(KVKH) - 85.0(SORW)
0.917(SKIN)
17
Step 3 Create Proxy Equation for the Simulation
ModelPlackett-Burman ED Table with Run Results
  • Cross-plot the model-calculated vs.
    proxy-calculated recoveries
  • The coefficient of determination (R2) does not
    tell the whole story
  • See if the proxy equation is a suitable
    substitute for the models

Proxy-Calculated Oil Recovery
Model-Calculated Oil Recovery
18
Step 4 Create S-Curve of Recovery Using Proxy
EquationUsing the Proxy Equation Instead of the
Models
  • Use the proxy equation from Step 3
  • Assign distributions to each uncertainty
  • Run Monte Carlo to generate an S-curve for oil
    recovery.

Oil Recovery 52.808 0.161(OOIP) - 82.5(KRW)
- 4.167(XPERM) 151.515(KVKH) - 85.0(SORW)
0.917(SKIN)
CDF Curve from Monte Carlo
Monte Carlo Simulator
0.9
0.5
0.1
P10
P50
P90
19
Step 4 Create S-Curve of Recovery Using Proxy
EquationTips for Uncertainty Distribution
Functions
  • Typical uncertainty distributions
  • Uniform
  • Normal
  • Log normal
  • Triangular
  • Discrete
  • Range is more important than distribution shape
  • If you arent sure run Monte Carlo using
    different shapes
  • If you dont know the most-likely use a uniform
    distribution
  • Continuous distributions are most popular and
    logical
  • Truncate normal and log-normal distributions
  • define the minimum and maximum
  • avoids extreme or unreasonable outcomes

20
Step 4 Create S-Curve of Recovery Using Proxy
EquationUsing the Proxy Equation Instead of the
Models
Uncertainty Distribution Functions
Oil Rec 52.765 0.161(OOIP) - 82.5(KRW) -
4.167(XPERM) 151.515(KVKH) - 85.0(SORW)
0.917(SKIN)
Monte Carlo Simulation Result
21
Step 4 Create S-Curve of Recovery Using Proxy
EquationSensitivity to Distribution Shape
  • Uncertainty distribution shapes will affect the
    S-curve range
  • Distribution shape may be dictated when there is
    ample in-field data
  • In most cases the shape is assumed due to limited
    data
  • Using uniform distributions gives you a wider
    S-curve

Oil Recovery S-Curve
Cumulative Distribution
Proxy-Calculated Oil Recovery
22
Step 5 Build Deterministic P10-50-90 Base
ModelsChoosing Uncertainty Combinations that
Make Sense
  • Select parameter combinations that will create
    P10, P50, and P90 predictive models.
  • This is where engineering judgment comes in
  • These base models will be used to assess the
    different development alternatives

Structure
Chan
OWC
NTG
Porosity
Krw
Perm
Sorw
Kv/Kh
Visc
23
Step 5 Build Deterministic P10-50-90 Base Models
Validating Proxy Equation Accuracy
  • Ensure the deterministic simulation models yield
    P10-50-90 results
  • Adjust big-hitter uncertainty values to match
    P10-50-90 recoveries

P90 P50 P10
Run the models
Do the model results match the proxy equation?
24
Step 5 Build Deterministic P10-50-90 Base Models
Selecting the Big-Hitter Uncertainties to Adjust
Oil Recovery Tornado Chart
Oil-in-Place
Sorw
Krw
Kv/Kh
Skin Factor
Permeability
25
Step 5 Build Deterministic P10-50-90 Base Models
Building Deterministic Models that Make Sense
The P10-50-90 oil recoveries from Monte Carlo
  • The P10-50-90 oil recoveries from the proxy
    equation
  • The recoveries calculated by the simulation
    model
  • P10 OOIP used in the P10 recovery model (same
    with P50 and P90)
  • Sorw and Krw adjustments have most impact in
    this example
  • Logical progression of parameter values (getting
    better P10 -gt P90)

26
Step 5 Build Deterministic P10-50-90 Base Models
Some Issues to Overcome
  • What are appropriate uncertainty values for the
    P10, P50, and P90 models?
  • An infinite number of combinations are possible
  • Random Monte Carlo combinations are possibly not
    desirable
  • Most are comfortable selecting their own
    parameter combinations
  • P10 OHIP -gt P10 recovery, etc.
  • Ensure a logical progression of the uncertainty
    values
  • Avoid being too deterministic!
  • You still dont know whats down there!

27
Step 6 Use Base Models to Assess Alternatives
Addressing the Decisions
  • The P10-50-90 Base Models are used to assess
    design decisions
  • Flood pattern type and spacing
  • Number of producers and injectors
  • Optimum well locations
  • Well configurations and type
  • Artificial lift method
  • Facility capacity
  • Injection rates
  • Operating pressures

This is where the design decisions are tested
28
Step 6 Use Base Models to Assess
AlternativesTest Alternatives with the Base Model
  • In this example, we used the P50 base model to
    assess these scenarios
  • 5-Spot Pattern Flood, 400-m well spacing
  • 9-Spot Pattern Flood, 400-m well spacing
  • Line Drive Flood, 500-m well spacing
  • Staggered Line Drive Flood, 500-m well spacing
  • The numbers of producers and injectors for each
    plan are

29
Step 6 Use Base Models to Assess
AlternativesTest Alternatives with the Base Model
LINE DRIVE
5-SPOT
STAGGERED LINE DRIVE
9-SPOT
30
Step 6 Use Base Models to Assess
AlternativesTest Alternatives with the Base Model
  • An economic screening model or DA model is needed
    to choose the best alternative
  • You now have unbiased physical models to test any
    alternative

31
Step 6 Use Base Models to Assess
AlternativesTest Alternatives with the Base Model
32
Step 6 Use Base Models to Assess
AlternativesTest Alternatives with the Base Model
33
Step 6 Use Base Models to Assess
AlternativesSelecting the Preferred Scenario
The 9-Spot appears to be the most promising
alternative
34
Step 6 Use Base Models to Assess
AlternativesOptimizing the Unconstrained
Development Scenario
Eliminating potentially poor wells
  • A good starting point for optimizing the
    development alternative.
  • Easy to remove redundant wells
  • Easy to identify good vs. bad areas
  • Add flow tables and nodal networks at this time
  • Add other constraints and limits
  • facilities capacity
  • WOR GOR
  • economic minimums
  • Drilling schedule

35
Step 6 Use Base Models to Assess
AlternativesOptimizing the 9-Spot Preferred
Alternative
Oil Recovery S-Curve
  • Subsequent runs were made in which poor wells
    were removed from the plan
  • The oil recovery S-curves at right show that 18
    flank wells can be removed from the 9-spot
    pattern with little impact on oil recovery

Most project teams and decision makers never know
how their preferred alternative compares to a
theoretical maximum.
36
Step 6 Use Base Models to Assess
AlternativesOptimizing the 9-Spot Preferred
Alternative
Removing 18 marginal producers has a low impact
on oil rates
A drilling schedule has also been applied that
has stretched out the production profiles.
37
Step 6 Use Base Models to Assess
AlternativesOptimizing the Preferred Scenario
Removing 18 marginal producers has a big impact
on NPV
38
Step 6 Use Base Models to Assess
AlternativesPlanning for Downside and Upside
Outcomes
  • P10 model used to assess possible downside
    mitigation actions
  • e.g., drill fewer wells, install gas lift, add
    water injection, etc.
  • P90 model used to assess possible upside capture
    actions
  • e.g. drill more wells, delay water injection,
    etc.
  • Typical development plan flexibility
  • P10 24 wells (reservoir is smaller)
  • P50 33 wells (reservoir is as expected)
  • P90 40 wells (reservoir is larger)

P90 --- P50 --- P10 ---
P10 --- P10 w/mitigation ---
39
Step 6 Use Base Models to Assess
AlternativesReserves vs. Contingent Resources
Oil Recovery S-Curve
  • Re-run the ED models with the preferred
    alternative
  • create another S-curve
  • Show how much oil your plan will give up due to
    economic constraints
  • The blue S-curve defines your P1-P2-P3 reserves
  • The green S-curve defines your P4-P5-P6
    contingent resources

This method is gaining acceptance within Chevron
as a way to quantify reserves vs. contingent
resources.
40
Assessing Dynamic Performance Using Experimental
DesignSummary
  • Experimental Design adds structure and efficiency
    to subsurface assessments
  • Uncertainties drive Decisions Decisions manage
    Uncertainties
  • Dont get them confused
  • The unconstrained development scenario (UDS)
    allows you to assess reservoir uncertainty prior
    to assessing alternatives
  • Minimizes the impact of decisions you arent
    ready to make
  • Deterministic models can be built that
  • Are unbiased
  • Span the range of reservoir outcomes
  • The UDS is a good starting point to optimize the
    preferred alternative
  • Easier to remove wells than to add them by trial
    and error
  • Helps you quantify your preferred alternatives
    limitations
  • Can quantify reserves vs. contingent resources
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