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Basin-Scale Hydrological Impact of Geologic Carbon Sequestration in the Illinois Basin: A Full-Scale D l tS i Deployment Scenario Quanlin Zhou, Jens Birkholzer Earth Sciences Division Lawrence Berkeley National Laboratory, Berkeley, CA Hannes Leetaru, Edward Mehnert Illinois State Geological Survey Champaign IL Illinois State Geological Survey , Champaign, IL Midwest Geological Sequestration Consortium (MGSC) Yu-Feng Lin Yu-Feng Lin Illinois State Water Survey, Champaign, IL
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Basin-Scale Hydrological Impact of Geologic Carbon Sequestration in the Illinois Basin: A Full-Scale

D l t S iDeployment Scenario

Quanlin Zhou, Jens BirkholzerEarth Sciences Division

Lawrence Berkeley National Laboratory, Berkeley, CA

Hannes Leetaru, Edward Mehnert

Illinois State Geological Survey Champaign ILIllinois State Geological Survey, Champaign, ILMidwest Geological Sequestration Consortium (MGSC)

Yu-Feng LinYu-Feng LinIllinois State Water Survey, Champaign, IL

1.1. Scale and Magnitude of GCS R

ate

(109

m3 )

40

50CO2 density under storage condition: 800 kg/m3

der Storage

Rat

e(1

09m

3 )

102

US Groundwater Extraction (Hutson et al., 2004)

uctio

n/S

tora

geR

20

30World CO2

Emission under St

A factor of 8.5

uctio

n/S

tora

geR

101

US CO2 Emission under Storage

C l Petr

oleu

mNaturalGas

Ann

ualP

rodu

1960 1965 1970 1975 1980 1985 1990 1995 2000 20050

10

World Oil Production (EIA)

Ann

ualP

rodu

1960 1965 1970 1975 1980 1985 1990 1995 2000 2005

100US Oil Consumption

US Class II Brine Injection (EPA)Coal P

World Oil Production in 2006: 4.3 × 109 m3 (73.54 million barrel/day)World CO2 Emissions in 2006: 36.5 × 109 m3 (29.2 billion metric ton CO2/year)

US Oil C ti i 2006 1 2 109 3 (7 55 billi b l / )

Year Year

US Oil Consumption in 2006: 1.2 × 109 m3 (7.55 billion barrels/year)US CO2 Emissions in 2006: 7.4 × 109 m3 (5.9 billion metric ton CO2/year)

US Class II Brine Injection: 2.8 × 109 m3 (2 billion gallons/day in 144,000 wells)US G d t E t ti i 2000 117 0 109 3 (84 5 billi ll /d )US Groundwater Extraction in 2000: 117.0 × 109 m3 (84.5 billion gallons/day)

The Scale and Magnitude of GCS is unprecedented

1.2. DOE Regional Partnerships

Site Characterization (2003-2005)

Validation Phase (2006-2009)

Demonstration Phase (2008-2017)

Illinois Basin Full-Scale Deployment (?-?)p y ( )

with the goal to effectively tomitigate climate change

1.3. Motivation and Objectives

1000

Wisconsin

Iowa

KRiv

erAr

ch

Wisconsin Arch

Km

GroundwaterResource Region

900

IndianaIllinois

Cincin

Kankakee Arch

Mis

siss

ippi

R

-500 m

700

800 Illinois Basin

nnatiArch

ADM Site

(Birkholzer et al., IJGGC, 2009)

S S C

-300-700-11001500

600

700

Ozark Dome

Core Injection Area m

Mt Simon Storage Capacity: 27-109 Gt CO2

Large Stationary CO2 Emissions:~300 Mt/Year

A U di Sl 8 /k

-1500-1900-2300-2700-3100-3500-3900-4300

500Missouri

Kentucky

Pascola Arch

-4300 m

Average Updip Slope: 8 m/km800 900 1000 1100 1200 1300 Km

Table of Contents

Site Characterization Groundwater Resources Development Natural Gas Storage Natural Gas Storage

Basin Hydrogeology Basin Geology H d l i P ti Hydrogeologic Properties Pre-Injection Conditions

Model Development Multi-Site CO2 Storage Scenario (Hypothetical) Three-Dimensional Basin-Scale Model

Simulation Results Plume-Scale Processes: CO2 Trapping Mechanisms Basin-Scale Processes: Pressure Buildup + Brine Migration Environmental Impact on Groundwater Resources Environmental Impact on Groundwater Resources

Summary and Conclusions

2. Site Characterization

Site Characterization Oil and Gas Exploration and Production Deep geo-boreholes for oil exploration One order of magnitude in production rate/volume less than GCS

Deep Waste Injection33 ll t 18 it i th Illi i B i 18 f hi h i t Mt Si 33 wells at 18 sites in the Illinois Basin, 18 of which are into Mt Simon

Injection rate of 1.2 million m3 in Illinois in 1984 Natural Gas Storage (Analog) G d t R D l t (A l ) Groundwater Resources Development (Analog) Ongoing Geologic Carbon Sequestration

Objectives To determine basin hydrogeology To have analogs for multiscale GCS processes To understand potential discharge/leakage pathways To know the scale of the problems

2.1 Basin Stratigraphy

Top

Maquoketa

Eau Claire

Ironton

bria

n

ian

Coal

Eau Claire

St. Peter

Cam

Ord

ovic

Mt. Simon

Precambrian GranitePrecambrian Granite

BottomPetroleum Production

2.2. Natural Gas Storage

2006 USA Illinois + Indiana

EIA, 2004

2006 USA Illinois + Indiana# of Aquifer Storage Fields 44 30Storage Capacity (109 m3, Standard T&P) 38.4 27.3Storage Capacity (109 m3, T=24oC, P=105 bar) 0.29 0.21

2.2. Natural Gas Storage (Cont.)

(5 km)

(18 km)

Manlove Natural Gas Storage Field

Secondary Seals(18 km) Secondary Seals

(Figures from Morse & Leetaru, MGSC, 2003)Herscher Natural Gas Storage Field

2.3. Groundwater Development) 450

500

ate

(106

m3 )

350

400

450

North-Central Illinois

umpi

ngR

a

200

250

300

Displaced Brine

Ann

ualP

u

50

100

150

(a)Metro-Chicago Region

Displaced BrineBy Injected CO2

1860

1870

1880

1890

1900

1910

1920

1930

1940

1950

1960

1970

1980

1990

2000

0

Metro Chicago Region

(a) CO2 Storage Rate vs. Pumping Rate (Mandle and Kontis, 1992, Northern Midwest RASA)

3. Hydrogeology of the Illinois Basin

Basin Geology (Deep Formations)Basin Geology (Deep Formations) Mount Simon Sandstone

E Cl i F ti C k

Storage Formation (4 Units and 24 Layers)

Eau Claire Formation Caprock Pre-Cambrian Granite Baserock

Formation Properties (Porosity and Permeability) Vertical Variability at 0.15 m scale from deep wells S ti l V i bilit Ch t i ti Spatial Variability Characterization

Pre-Injection Temperature/Salinity ConditionsPre Injection Temperature/Salinity Conditions

3.1. 3D GeoModel: Three Formations

1000

750700650600550500450

(a) Mt Simon Thickness (m): 60 Boreholes

Km

200180160140120

(b) Eau Claire Thickness (m): 98 Boreholes

350

400500600

700

800

90050

40035030025020015010050

80

120 160

20

10080604020

300

200100

600

700200

40

0

8910 06 82063

800 900 1000 1100 1200 1300

500

800 900 1000 1100 1200 1300Km

Ele

vatio

n(m

)

-3000

-2000

-1000

Overlying Formations

Mt Simon Sandstone

Eau ClaireShale

Site

Site

9

Site 2016 1812106

Site

Northing (km)

E

600 700 800 900 1000-5000

-4000Pre-Cambrian Granite

Easting (km)800 900 1000 1100 1200 1300

3.1. 3D GeoModel: Four Mt Simon Units

12014

170160150140130120110

900

1000 km

2100

Eau Claire

20

40

6080

100

140160 100908070605040302010600

700

800

)

2200

ntS

imon

UpperUnitD

epth

10

(a) Upper Mt Simon Unit Thickness (m)800 900 1000 1100 1200 1300 km

500

p(2300

2400

Mou

n

MiddleUnit

D1009590858075706560800

900

1000 km

2500ArkosicUnit

2030

4050

60 70

8090

6055504540353025201510

600

700

800

Permeability (mD)10-2 100 102 104

Entry Pressure (bar)0 0.5 1

Porosity0 0.1 0.2 0.32600

PreCambrian

105

(b) Arkosic Mt Simon Unit Thickness (m)800 900 1000 1100 1200 1300 km

500 Weaber-Horn #1 Well, with unit correlation with Hinton #7 Well in the Manlove Gas Storage Field

4. Basin-Scale Model Development

A Hypothetical Storage Scenario for Full-Scale GCS Deploymentp y

3D Mesh Generation3D Mesh Generation

B d d I iti l C ditiBoundary and Initial Conditions

TOUGH2/ECO2N (Pruess, 2005) Runs Two-phase CO2-brine flow at the plume scale Single-phase brine flow at the basin scale Single-phase brine flow at the basin scale

4.1. Hypothetical Storage Infrastructure and Scenario

Hypothetical Storage Infrastructure (Most Suitable, Core Injection Area):

900

-1000-1250-1500

Sufficient Depth (1100 – 2500 m) Sufficient Thickness (300 – 700 m for

MS, and >90 m for Caprock) No Known Large Faults

800

8501500

-1750-2000-2250-2500-30001 4

Hinton #7

No Known Large Faults >32 km Away from Gas Storage

Fields in Operation 250 × 170 km = 24,000 km2 in size

750 ADM Site

2

3

5

6

8

9

10

11

14

15

16

17

18

19

20

Hypothetical Storage Scenario (Full-Scale Deployment)

20 Injection Sites with Spacing: 27650

700Core Injection Area

7 1012

13

16

Weaber-Horn#1 20 Injection Sites with Spacing: 27

km in Easting + 30 km in Northing Injection Rate: 5 Mt CO2/year per site

over 50 years 1/3 Large Stationary CO Emissions

Illinois Easting (km)850 900 950 1000 1050 1100

600

1/3 Large Stationary CO2 EmissionsTop Mt Simon Elevation (m) Contour

4.2. 3D Mesh Generation

1000 km

900

700

800

600

700

800 900 1000 1100 1200 1300 km500

2D Mesh: 20,408 Columns, ~60 Model Layers (Maximum Δz=10 m)3D Mesh: 1,254,000 Gridblocks, 3,725,000 Connections

5. Simulation Results

CO2 Plume Evolution and Secondary Seal Effects

Pressure Buildup Propagation and Interference

Basin-Scale Pressure Buildup and Brine Migration

Environmental Impact on Groundwater Resources

5.1. CO2 Plume Evolution (1)

(a) Case A: 5 yearsEau Claire

S N(b) Case A: 25 years

S N

0.55

0.4

0.45

0.5

1200

1250

1300

1350

1400

Injection Rate:Injection Period:Formation Thickness:Porosity:Permeability:

3.8 Mt CO2/year30 Years250 m0.12100 mDarcy

Homogeneous

-2000

-1800Eau Claire

Mt Simon

0.70.50.40.3

1000 2000 3000 4000 50001450

y 100 mDarcy

logk-12-12.5-13-13.5-14-14.5-15-15.5

-2200

Precambrian

0.20.1

A typical gravity-override CO2 sub-plume developed in the injection unit of high-K and high-porosity

15.5-16-2400

A pyramid-shaped sub-plume developed in the upper and middle units Preferential lateral flow occurring in high-K layers, with CO2

accumulation A d l ti b t CO t ti d l bilit d A good correlation between CO2 saturation and layer permeability and

entry capillary pressure

5.1. CO2 Plume Evolution (2)

(d) Case A: 200 years(c) Case A: 50 years

-2000

-1800

2400

-2200

The CO2 plume never reaches the top of Mt Simon, because of the

704 706 708 710704 706 708 710-2400

assumed stratified system and secondary seal effects. After 150-year redistribution, most of the injected CO2 is trapped as

residual saturation (0.2~0.25). A small fraction CO2 migrates in high-K layers along updip slopesK layers along updip slopes.

5.1. CO2 Plume Evolution (3)

10

0.6

(b) 200 years

0.50.40.30.20.1(a) 50 years

Mas

s 0.8

1

Immobile CO2

09m

3 )

15

20 Plume Size

09m

3 )

15

20 Plume SizeFr

actio

nalC

O2

0 2

0.4

0.6

Mobile CO2CO

2V

olum

e(1

0

5

10

Immobile CO2CO

2V

olum

e(1

0

5

10 Case A: Without Leverett ScalingCase B: With Leverett Scaling

Immobile CO2

Time (years) Since Injection Start0 50 100 150 2000

0.2

Dissolved CO2

Time (years) Since Injection Start0 50 100 150 2000

Mobile CO2

Time (years) Since Injection Start0 50 100 150 2000

Mobile CO2

5.1. CO2 Plume Evolution (4): Analog

Top MtpSimon

Top Mt Simon

(Figures from Morse & Leetaru, MGSC, 2003)Manlove Field Herscher Field

5.2. Pressure Buildup Interference (1)

1100(a) Case A: 0.5 yearCut-Off=0.1 barkm (b) Case A: 5 years

900

1000

10bar

800

Far-Field109876

600

700

Near-Field

65432

800 900 1000 1100 1200 1300500

km 800 900 1000 1100 1200 1300

21

km

5.2. Pressure Buildup Interference (2)

(bar

)

30

35

40

30 years

50 years Center Sites

ress

ure

Bui

ldup

10

15

20

25

10 years

5 years

Injection Site Index

Pr

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 200

5

100.5 year

(c)

Pre-Injection Pressure 136-279 barFractional Pressure Buildup 0.12-0.22Gas Storage Used Val e 0 13Gas-Storage-Used Value 0.13Regulated Value 0.65Fracturing Value 1.05

No Caprock Geomechanical Damage is Expected

5.3. Basin-Scale Pressure Buildup and Brine Migration (1)

1100(a) Case A: 50 yearskm Cut-Off=0.01 bar (b) Case A: 100 years

0900

1000

(a) Case A: 50 yearskm Cut Off 0.01 bar

1

0.2

30

( ) y

bar

1025

0.21

800

900

8 642

10

25201510

2030

600

70086421

800 900 1000 1100 1200 1300500

km 800 900 1000 1100 1200 1300

10.2

km

5.3. Basin-Scale Pressure Buildup and Brine Migration (2)

e(1

09m

3 )

5

6(a)

lities

Volume of displaced brine

e(1

06m

3 /yea

r)

25

30(b)

Total

ofR

esid

entB

rine

2

3

4

Volume of out-flowing brine

of stored brine by compressibilitie

d-M

igra

tion

Rat

e

10

15

20

d Area

Core Injection Area

tal Rate

Time (years) Since Injection Starts

Vol

ume

o

0 50 100 150 2000

1Volume of upward-migrated brine

Volume of s

Time (years) Since Injection Starts

Brin

eU

pwar

d

0 50 100 150 2000

5Far-Field AreaNear-F

ieldA rea

Far-Field

Near-Field

Core-Injection

Total

U d Mi ti R t t 50 (106 3/ ) 0 95 7 4 14 4 22 7

Time (years) Since Injection Starts Time (years) Since Injection Starts

Upward Migration Rate at 50 years (106 m3/y) 0.95 7.4 14.4 22.7

Upward Migration Rate at 200 years(106 m3/y) 2.1 3.8 3.3 9.2

Volume at 50 years (x 109 m3) 0 017 0 14 0 33 0 49Volume at 50 years (x 10 m ) 0.017 0.14 0.33 0.49

Volume at 200 years (x 109 m3) 0.36 1.21 1.57 3.14

5.4. Environmental Impact of GCS

(a) GCS-induced Pressure Buildup (b) Pumping-induced drawdown (bar) in 2005

201000

1100

1000

1100(a) Case A: 50 yearskm Cut-Off=0.01 bar

0.1

0.5

12

4681015

20

800

900

25

0.21

800

900

1000

600

700

(b)

10

20

25

30

600

700

GCS has no impact on freshwater in updip Mt. Simon: brine migration velocity in Mt Simon in northern Illinois is on the order of 0 1 m/year

800 900 1000 1100 1200 1300500

(b)

800 900 1000 1100 1200 1300500

km

Mt. Simon in northern Illinois is on the order of 0.1 m/year. Upward brine migration is <0.008 m/year on the regional scale, although brine

migration rate and volume is large. GCS-induced pressure buildup is less significant than pumping-induced

drawdown in northern Illinoisdrawdown in northern Illinois. If there is no significant salinity change in the worst pumping scenario in the 1980-

1990s, it is believed that GCS will not impact groundwater beyond that scenario.

5. Summary and Conclusions

An integrated model was developed to represent a hypothetical full-scale deployment scenario of carbon sequestration in the Illinois Basin

Simulated plume-scale behavior indicates favorable conditions for CO2 storage in Mt Simon: High-K and high-Φ Arkosic Unit provides Excellent CO Injectivity in lower Mt High-K and high-Φ Arkosic Unit provides Excellent CO2 Injectivity in lower Mt

Simon, Secondary seals Significantly Retards upward CO2 migration, Thick, extensive Mt Simon provides Large CO2 Storage Capacity, and Thick regional-scale Eau Claire seal ensures Long-Term CO2 Containment in the c eg o a sca e au C a e sea e su es o g e CO2 Co ta e t t e

storage formation.

Simulated basin-scale behavior indicates that High hydraulic diffusivity helps reduce pressure buildup in the core injection High hydraulic diffusivity helps reduce pressure buildup in the core injection

area, thus enhancing caprock geomechanical integrity, High regional caprock permeability allows for natural attenuation of pressure in

the storage formation, thus enhancing storage capacity of Mt Simon, Brine upward migration occurs in the core injection area, into a thick series of p g j

overlying saline aquifers and aquitards, at a maximum velocity of ~8 mm/year

5. Summary and Conclusions (Cont.)

Environmental Impact on Groundwater Resources Environmental concerns of brine migration into the updip Mt Simon in northern

Illinois and southern Wisconsin may not be an issue,Illinois and southern Wisconsin may not be an issue, Moderate pressure buildup is obtained in northern Illinois, where upward brine

migration might be a concern, if local seal imperfections exists, Impact of GCS on shallow freshwater resources in northern Illinois may be less

than that ind ced b hea p mping from o erl ing fresh ater aq ifersthan that induced by heavy pumping from overlying freshwater aquifers.

Further research is needed to couple a regional groundwater flow d l ith th i t t d d l f i t l i tmodel with the integrated model for environmental impact

assessment

Acknowledgment

This work was funded by the Assistant Secretary for Fossil Energy, Office of Sequestration, gy qHydrogen, and Clean Coal Fuels, National Energy Technology Laboratory (NETL), of the U.S. Department of Energy The project is jointlyDepartment of Energy. The project is jointly coordinated by NETL and the U.S. Environmental Protection Agency (USEPA).


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