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Public Service of Colorado Ponnequin Wind Farm Geothermal Technologies Program 2013 Peer Review Decision Analysis for EGS Herbert H. Einstein Massachusetts Institute of Technology April 22, 2013 This presentation does not contain any proprietary confidential, or otherwise restricted information. Insert photo of your choice MIT
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Page 1: Decision Analysis for EGS

1 | US DOE Geothermal Office eere.energy.gov

Public Service of Colorado Ponnequin Wind Farm

Geothermal Technologies Program 2013 Peer Review

Decision Analysis for EGS Herbert H. Einstein Massachusetts Institute of Technology

April 22, 2013

This presentation does not contain any proprietary confidential, or otherwise restricted information.

Insert photo of your choice

MIT

Page 2: Decision Analysis for EGS

2 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Relevance/Impact of Research

OBJECTIVES CHALLENGE – How to develop EGS projects that are affected by many unknown and variable factors. Uncertainties, particularly those related to the subsurface, have a major effect on cost, time and resources associated with EGS development and operations. A large variety of uncertainties ranging from geological to constructional and operational have to be included. The research intends to develop tools, which allow one for formally assess these uncertainties and include them in expressions of risk.

Page 3: Decision Analysis for EGS

3 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Relevance/Impact of Research

INNOVATIVE ASPECTS Integrated and effective fracture pattern – circulation model considering uncertainties. Well cost-time model considering uncertainties. Exploration and systems model for EGS. IMPACT Subsurface part of EGS, which is subject to the greatest uncertainties, can be related to time - and cost risks. Makes it possible to compare EGS projects on the basis of risk. All models based on easily accessible software.

Page 4: Decision Analysis for EGS

4 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Scientific/Technical Approach

Principles of probability theory, decision making under uncertainty and formal uncertainty estimation have to be considered. This will allow one to systematically compare the wide variety of uncertainties and include them in an integrated expression of risk. Reliance on these basic scientific and methodological principles will ensure the rigor of the approach. Reliance on estimates/tools and models that have been developed at MIT and practically applied will ensure the technical feasibility. For example: • Fracture pattern – and, eventually, flow/circulation models capture the relevant

geologic uncertainties. • Construction cost/time models can be adapted for geothermal well time/cost

estimation. • Systems model can integrate any set of other models

Page 5: Decision Analysis for EGS

5 | US DOE Geothermal Office eere.energy.gov

The model development and integration will be approached through a set of scientifically defined tasks.

1. Fracture Pattern Model for EGS

2. Drill Cost and Time Model Considering Uncertainties

3. Circulation Model for EGS

4. Subsurface Time/Cost Model

5. Exploratory Model for EGS

6. Systems Model

Combine 1-5 and Technology Transfer

Enhance Surface Part of Model

Results will be presented in the following order:

1 and 3 together – then 2.

DECISION ANALYSIS FOR EGS Scientific/Technical Approach

Page 6: Decision Analysis for EGS

6 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

STOCHASTIC FRACTURE PATTERN MODEL - GEOFRAC

Sousa et al. 2010

primary process Poisson Planes

secondary process Voronoi Tessellation

tertiary process Translation & Rotation of Polygons

GEOFRAC’s stochastic processes were implemented and optimized in MATLAB.

Page 7: Decision Analysis for EGS

7 | US DOE Geothermal Office eere.energy.gov

MATHEMATICS GEOFRAC PARAMETERS FRACTURE PROPERTIES

µ d, θ, φ( )= µfθ ,φ θ, φ( )µ – Poisson plane intensity fθ,φ(θ,φ) � orientation p.d.f.

Poisson planes

E[A] = 1/λ

σΑ=0.529/λ2

λ – Poisson point intensity

Voronoi Tessellation

P32 =Af , i

i =1

N

∑V

P32 – Fracture intensity

E[A] – Mean fracture area

P32 = µ

E[A] = 1/λ

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

FRACTURE PATTERN AND CIRCULATION MODEL

Page 8: Decision Analysis for EGS

8 | US DOE Geothermal Office eere.energy.gov

FLOW-PATH CONTRIBUTING FRACTURES

FRACTURE APERTURES: deterministic and probabilistic modeling of fracture aperture. “CLEAN” FRACTURES: retaining only fractures that contribute to flow paths, i.e., those intersecting at least (1) two other fractures, or (2) a fracture and a boundary of the model.

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

FLOW PATH COMPUTATION

-20-10

0

1020 -10 -8 -6 -4 -2 0 2 4 6 8 10

-2

0

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YX

Z

Page 9: Decision Analysis for EGS

9 | US DOE Geothermal Office eere.energy.gov

branch no. 1

branch no. 2

branch no. 3

branch no. 4

branch no. 5

Middle point of intersection between fractures Intersection nodes (between branches) Initial nodes (injection boundary

Final Nodes (production boundary)

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Z

-6 -4 -2 0 2 4 6-6

-4

-2

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X

Y

• Middle point of intersection between

- Fracture Length

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

Fracture Length Idealized Branch

Page 10: Decision Analysis for EGS

10 | US DOE Geothermal Office eere.energy.gov

Cibich, 2008

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

50m

Flow between HDR-2a and HDR-1

100m

100m

Geofrac Input

(assumptions):

P32=1

E[A]=300m2

h=0.5mm

Fisher distribution (k=10)

-50-50

500

50

Simplified flow network (centerline of flow paths)

APPLICATION TO HIJIORI EGS - JAPAN

Q(l/s)

Flow rate histogram

Page 11: Decision Analysis for EGS

11 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

Thermal Circulation Model Basics - Parallel Plate fluid flow ( Gradient, Roughness) Velocity profile - Reynolds Heat transfer (solid, fluid) – Biot Time dependence – Fourier Lateral motion – Prandtl Boundary solid/fluid – Nusselt

Create starting (parent) nodes

Create nodes Calculate heat transfer

Create daughter arcs

Structure of Model

Page 12: Decision Analysis for EGS

12 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

Drill Cost, Time and Cost Model Considering Uncertainties Develop existing Decision Aids for Tunneling (DAT) to consider for a geothermal well: - Various drilling, logging, casing stages - Component costs and uncertainties (Labor, Material, Equipment) - Trouble costs and uncertainties (Fishing, Stuck Drill Pipe, Casing

Failure) - Geologic features and uncertainties (Effect of strength and

abrasivity on drill time and bit life) - Temperature related failures and uncertainties (effects on logging,

fluid loss and cementing) Note: Other parameters can be included.

Page 13: Decision Analysis for EGS

13 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

Drill Cost, Time and Cost Model Including Uncertainties Example application to Sandia (Polsky et al., 2008) Case

Sandia Well Network

Page 14: Decision Analysis for EGS

14 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS Accomplishments, Results and Progress

Activity Network for the Surface Drilling Method (DAT Screenshot).

Cost-Time Scattergram for Combined Parametric Study. 1000 construction simulations were performed, taking into account component cost uncertainty, trouble events, geological variation, and drilling fluid usage rates.

Page 15: Decision Analysis for EGS

15 | US DOE Geothermal Office eere.energy.gov

DECISION ANALYSIS FOR EGS SUMMARY

SUMMARY OF MAJOR ACHIEVEMENTS Stochastic Fracture Pattern Model Circulation (Flow and Heat Exchange) Model Well Cost/Time Model All the above have been validated. All the above consider uncertainties. All the above are easily useable (Matlab or otherwise available software). The final steps – exploration and systems model have been started based on the above. It is thus possible to say that significant impact on the DoE Geothermal Energy Office’s mission and goals has been achieved through: Decision Making Tools for Assessing, Analyzing and eventually Reducing the Time - and Cost Risk of the Subsurface Part of EGS.

Page 16: Decision Analysis for EGS

16 | US DOE Geothermal Office eere.energy.gov

Timeline: Budget:

• Funds used to support:

- Postdoctoral Associates, Graduate Research Assistants, Undergraduate Research Assistants, PI

- These participants worked in close day-to-day interaction • Interaction with other research at MIT

- Close interaction with EGS mechanics oriented research • Interaction with Industry:

- Contacts made to get data.

Project Management

Federal Share Cost Share Planned Expenses to

Date

Actual Expenses to

Date

Value of Work Completed

to Date

Funding needed to

Complete Work

549,148 54,487 ~480,000 480,000 SAME ~120,000

Planned Start Date

Planned End Date

Actual Start Date

Current End Date

12/29/2009 01/31/2014 02/01/2010 01/31/2014


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