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Feasibility and Design of Engineered Geothermal Systems using Dry Holes as a Prospective Location Amirreza Ghasemi Dennis Arun Alexis Pichit Vardcharragosad Vijayaragavan Krishnamoorthy

Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

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Page 1: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Feasibility and Design ofEngineered Geothermal Systems

usingDry Holes as a Prospective Location

Amirreza Ghasemi

Dennis Arun Alexis

Pichit Vardcharragosad

Vijayaragavan Krishnamoorthy

Page 2: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Outline

Introduction

Practical Location

Regional Geology

Worldwide Lessons Learnt

Safety & Environmental Issues

Geothermal Reservoir Simulation

Power Plant Design

Economic Analysis

Conclusions

Recommendations

Page 3: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Problem Statement

To evaluate the economic, environmental and design viability inextracting thermal energy using Enhanced Geothermal Systems(EGS) from existing dry holes which are located near to existinggas fields

To investigate different power plant designs and to choose the most optimum design

Introduction

Page 4: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Introduction

Page 5: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Introduction

Jan. 10 Feb. 10 Mar. 10 Apr. 10 May

Problem Statement

Concept Map & Workflow

Critical Literature Review

Practical Location for EGS

Dry Hole Location

Geothermal Gradient

Infrastructure & Resources

Review Data & Literature

Information on other EGS projects

Geology / Lithology

Reservoir Properties

Drilling and Stimulation

Power Plant Types

Working Fluid

Water Utilization

Air Pollution

Seismicity

Regulations and Policies

Simulation Study

Reservoir Simulation

Power Plants Simulation

Economical Analysis

Cost Assumptions

Sensitivity Analysis

Final Report

Page 6: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Practical Location

“Colorado” has good geothermal development potential due to,

High Heat Flow – anomaly high heat flow in various regions (>100mW/m2) which results from volcanic activity

In addition, Colorado has more than 60,000 oil and gas wellsand there are a significant number of dry and abandoned locations at reasonable depth (COGCC,2010)

Page 7: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Practical Location

San Juan Basin

Temperature ~ 200 C at 4.5 km

2 Dry Hole Wells w/ 2.3 km Depth

Available Access Road

Page 8: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Regional Geology (San Juan Basin)

SPRING CREEK #1-17

FormationName

Formation Tops (ft.)

KIRTLAND 2713

FRUITLAND 2952

PICTURED CLIFFS 3108

LEWIS 3294

CLIFF HOUSE 5246

MENEFEE 5654

POINT LOOKOUT 5828

MANCOS 5939

GALLUP 7208

GREENHORN 7862

GRANEROS 7904

DAKOTA 8042

Page 9: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Worldwide Lessons Learned *

Stress field and natural fracture system play a significant role in the growth of the stimulated area.

With the current technology, it is very difficult to predict what the stress field will be in the vicinity of the well.

High flow rates (>50 kg/s) were not achieved in previous cases of EGS development.

Shortcuts, water loss, and retention time are the major problems that may occur with high flow rate EGS plants.

* The Future of Geothermal Energy, Impact of Enhanced Geothermal Systems (EGS) on the United

States in the 21st Century , Massachusetts Institute of Technology

Page 10: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Worldwide Lessons Learned (Cont.) *

Well spacing needs to be as large as possible while still making a connection between injector(s) and producer(s).

Over-stimulating of pre-existing fractures can result in more direct connection between injector(s) to producer(s).

Second well should be drilled only after drilling, stimulating and monitoring of the first well.

* The Future of Geothermal Energy, Impact of Enhanced Geothermal Systems (EGS) on the United

States in the 21st Century , Massachusetts Institute of Technology

Page 11: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Safety and Environmental Issues

Clean air is one of the most significant environmental benefits of geothermal energy utilization.

Induced seismicity from EGS development is not at the threatening level. However, 2 EGS projects have been terminated / suspended.

Surface or ground water have to be utilized during project development and operation, but not at a significant level.

Various federal and state regulations, i.e. Clean Air Act, Colorado Geothermal Resources Act EGS, control EGS project development.

Page 12: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

GEOTHERMAL RESERVOIR SIMULATION

Page 13: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Simulating a geothermal reservoir essentially provides insightinto how much heat and at what rate it can be extracted for afixed set of operational parameters

We can model the pressure and temperature variation withtime to help determine the optimum development plandictated by the economics

Geothermal Reservoir Simulation

Page 14: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Model Selection (for fractured systems)

MINC (Multiple Interacting Continua Model) (Pruess & Narasimhan ,1982b)

Geothermal Reservoir Simulation

Page 15: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Geothermal Reservoir Simulation

Geothermal Reservoir Setup (fractured, single layer system)

612 m

335 m

305 m

Injector Producer

No. of blocks in the X direction : 11

No. of blocks in the Y direction : 6

Injector & Producer well depth: 4200 m

Grid Type : CARTESIAN

Page 16: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Geothermal Reservoir Simulation

Reservoir & Fluid Properties

Parameters Values

Fracture Spacing 10 m

Fracture Volume fraction 0.15

Matrix Porosity 0.1

Fracture Porosity 0.1

Matrix Permeability 1× 10-14 m2

Fracture Permeability 6 × 10-13 m2

Injection Rate 3500 m3/day

Injection Temperature 35 C

Production WHP 10,000 kPa

Initial Reservoir Pressure 42,000 kPa

Parameters Values

Initial Formation Temp 205 C

Rock Compressibility 4.4 ×10-7 1/kPa

Rock Heat Capacity 2.65 × 106 J/m3 C

Rock Thermal Conductivity 1.929 × 105 J/ m-day-c

Heat Capacity of Overburden 2.683e6 J/(m3*C)

Heat Capacity of Underburden 2.683e6 J/(m3*C)

Thermal Conductivity of Overburden 1.047e6 J/(m*day*C)

Thermal Conductivity of Underburden 1.047e6 J/(m*day*C)

Water Saturation 99%

Period of Operation 20 years

Pruess Data for a Geothermal Reservoir, Water Resources Research, Vol. 19, No. 1, February 1983, pp.201

Page 17: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Water Injection / Production Rate vs. Time

Geothermal Reservoir Simulation

Bottom Hole Flowing Pressure vs. Time

Lower

Reservoir

Temp

Lower

Fluid

Temp

Higher

Fluid

Density

Higher

Hydrostatic

Head

Page 18: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Geothermal Reservoir Simulation

Page 19: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Geothermal Reservoir Simulation

0

10

20

30

40

50

60

70

80

90

100

110

120

130

140

150

160

170

180

190

200

210

2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030

Tem

p (

C)

Time ( yrs )

Wellhead Temperature vs. Time

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Constant

Temp

Front

Breakthrough

Temperature Decline

Page 20: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Scenarios

Geothermal Reservoir Simulation

Page 21: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Geothermal Reservoir Simulation

Bigger Rock Volume Longer Production

Page 22: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Geothermal Reservoir Simulation

Higher Flow Rate Quicker Temp Drop

Page 23: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Geothermal Reservoir Simulation

Shorter Fracture

Spacing

More Heat

Extraction Efficiency

Page 24: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

POWER PLANT DESIGN

Page 25: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Factors Affecting Power Plant Design

Temperature of the geothermal fluid

Flow rate of the geothermal fluid

Power plant type.

Properties of working fluid

Power Plant Design

* J.W.Tester, MIT report, 2006; DiPippo, Geothermal Power Plants, Elsevier, 2005

Page 26: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Power Plant Design

Page 27: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

100 kg/s

61.29 kg/s

150 kg/s

36.78 kg/s

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

373 393 413 433 453 473 493

P

O

W

E

R

I

N

M

W

TEMPERATURE, K

Temp vs. Power (Basic Binary)

Inefficient and therefore lower net power generated

Power Plant Design

Page 28: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Power Plant Design

Page 29: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Power Plant Design

Unutilized energy increases at temperature >200 °C

for a given flow rate of working fluid

36.78 kg/s

61.29 kg/s

100 kg/s

150 kg/s

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

410 420 430 440 450 460 470 480 490 500

Temp vs. Power (Dual-Pressure)P

O

W

E

R

I

N

M

W

Page 30: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Power Plant Design

Page 31: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

36.78 kg/s

61.29 kg/s

100 kg/s

150 kg/s

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

373 393 413 433 453 473 493

P

O

W

E

R

I

N

M

W

TEMPERATURE, K

Temp vs. Power (Dual Fluid)

Power Plant Design

More efficient and therefore higher net power generated

Page 32: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Power Plant Design

Page 33: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

373 393 413 433 453 473 493

Temp vs. Power (CO2 Flash)P

O

W

E

R

I

N

M

W

TEMPERATURE, K

Flash power plants are favorable only above 473 K; whereas, the CO2 flash plant is comparable for

net power generated with basic binary power plant and dual pressure binary power plant

Power Plant Design

Page 34: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Dual fluid power plant generates maximum power and more efficient among the binary power plants

CO2 flash powered plant has higher utilization efficiency

Basic Binary power plant is considered to be inefficient among all the binary power plant.

Effective utilization of the sensible heat from the condenser is not possible due to the demographic location of the plant.

Power Plant Design

Page 35: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

ECONOMIC ANALYSIS

Page 36: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Downtime= 5%

Electricity Price (2010) = 0.1 $/kWh

Electricity Price Change rate = 1 %

Production Well Drilling Cost= 3,200,000 $

Injection Well Drilling Cost= 3,200,000 $

Surface Costs= 400,000 $

Stimulation Cost= 782,500 $

Case #

Rock VolumeFracture Spacing

Inject Rate

Res TempProduce

WHP Pumping Cost ($)

Designed Power Plant

(Mwatt)

Adjusted Power Plant Cost $/kWh

Power Plant Cost ($)

NPV at 5% Cost of

Capital ($)

Rate of Return

(%)km^3 kg/sec (C) (MPa)

Case 1 100% 0.06 50 37 205 10.0 408000 1.70 3362.5 5,716,250 -9,033,115 -11.39

Case 2 100% 0.06 50 61 205 10.0 764775 2.70 3362.5 9,078,750 -12,647,874 N/A

Case 3 100% 0.06 50 100 205 10.0 1177584 4.00 2690 10,760,000 -14,855,844 N/A

Case 4 100% 0.06 50 150 205 10.0 1842954 6.25 2690 16,812,500 -20,856,968 N/A

Case 5 100% 0.06 10 37 205 10.0 471192 1.75 3362.5 5,884,375 -7,491,550 -5.04

Case 6 100% 0.06 10 61 205 10.0 795555 2.75 3362.5 9,246,875 -10,846,690 -13.84

Case 7 100% 0.06 100 37 205 10.0 428880 1.50 3362.5 5,043,750 -10,094,089 N/A

Case 8 100% 0.06 100 61 205 10.0 710055 2.50 3362.5 8,406,250 -13,677,158 N/A

Case 9 150% 0.09 50 37 205 10.0 470160 1.65 3362.5 5,548,125 -6,694,719 -2.86

Case 10 150% 0.09 50 61 205 10.0 747675 2.60 3362.5 8,742,500 -9,818,069 -9.89

Case 11 50% 0.03 50 37 205 10.0 370572 1.25 3362.5 4,203,125 -11,295,375 N/A

Case 12 500% 0.31 50 61 205 10.0 798975 2.75 3362.5 9,246,875 2,191,091 6.00

Case 13 300% 0.19 50 61 205 10.0 798120 2.75 3362.5 9,246,875 -3,436,274 2.63

Case 13-A 300% 0.19 50 61 205 10.0 798120 2.75 3362.5 9,246,875 102,354 5.31

Economic Analysis

Using Dry Holes, we saved almost 6 Million $ in Drilling

Page 37: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Economic Analysis

-20,000,000

-15,000,000

-10,000,000

-5,000,000

0

5,000,000

0 5 10 15 20 25 30 35

Cash

Flo

w (

$)

Year

Impact of Rock Volume (Inj. Flow = 61 Kg/s, Fracture Spac.=50, i=5%)

Case 2, Rock Volume= 100%

Case 10, Rock Volume= 150 %

Case 13, Rock Volume= 300 %

Case 12, Rock Volume= 500 %

Pay back period= 25 yrs.

, 0.06 KM3

, 0.09 KM3

, 0.19 KM3

, 0.31 KM3

Soultz Project: 0.27 Km3

Cooper Basin: 0.70 Km3

Page 38: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Economic Analysis

-20,000,000

-18,000,000

-16,000,000

-14,000,000

-12,000,000

-10,000,000

-8,000,000

-6,000,000

-4,000,000

-2,000,000

0

2,000,000

0 5 10 15 20 25

Cash

Flo

w (

$)

Year

Impact of Government Loan (Inj. Flow = 61 Kg/s, Fracture Spac.=50, Rock Volume = 0.19 km3, i=5%)

Case 13, Without Government Loan

Case 13-A, With Government Loan

Pay back period= 23 yrs.

Page 39: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Economic Analysis

-30,000,000

-25,000,000

-20,000,000

-15,000,000

-10,000,000

-5,000,000

0

0 2 4 6 8 10 12 14

Cash

Flo

w (

$)

Year

Effect of Injection Rate (Rock Volume= 0.06 km3, Fracture Spac.=50, i=5 %)

Case 1, Injection Rate= 37 Kg/s

Case 2, Injection Rate= 61 Kg/s

Case 3, Injection Rate= 100 Kg/s

Case 4, Injection Rate= 150 Kg/s

In higher injection rate case, project lifetime would decrease.

Also, we have to invest more capital cost for power plant and pumping.

HIGH INJECTION RATE IS NOT NECESSARILY BETTER

Page 40: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Economic Analysis

-20,000,000

-18,000,000

-16,000,000

-14,000,000

-12,000,000

-10,000,000

-8,000,000

-6,000,000

-4,000,000

-2,000,000

0

0 2 4 6 8 10 12

Cash

Flo

w (

$)

Year

Effect of Fracture Spacing (Rock Vol.= 0.06 km3, Inje. Rate = 61 Kg/s, i=5 %)

Case 6, Fracture Spacing= 10

Case 2, Fracture Spacing= 50

Case 8, Fracture Spacing= 100

Page 41: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Economic Analysis

-8,000,000

-7,000,000

-6,000,000

-5,000,000

-4,000,000

-3,000,000

-2,000,000

-1,000,000

0

1,000,000

2,000,000

0 1 2 3 4 5 6 7 8

NPV

Elec. Price change rate

Impact of Electricity Price Change Rate (Case 9: Rock Volume= 0.09 km3, Fracture Spac.=50, flow rate = 37 kg/s, i=5 %))

Breakthrough Rate = 6.5 %

Page 42: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

With the assumptions we made, it seems that EGS is noteconomically feasible, even after utilizing dry holes

The most significant factors that could make this projectfeasible are

Large resources (large rock volume)

Environmental friendly policies i.e. low interest rate loan orCap & Trade

Highly escalated electricity price

Reasonable injection rate which still able to maintain thewellhead temperature for long period of time (>20 yrs.)

Conclusions

Page 43: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Find better locations of dry holes at reasonable distance apartwith good depth

Better cost assumptions

i.e. power plant, drilling, and stimulation

More geological information

i.e. stress regime, pre-existing fractures, underground water

Study various types of fracture modeling

Study potential production problem

i.e. scale build-up

Evaluate CO2 as geothermal working fluid

Evaluate possibility of hybrid power plants

Recommendations

Page 44: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture

Dr. Derek Elsworth

Dr. Angela Lueking

EME 580 students

Acknowledgements

Page 45: Feasibility and Design of Engineered Geothermal Systems ...fkd/courses/egee580/2010/Final Presentations/Finalppt_580...Worldwide Lessons Learned * Stress field and natural fracture