Collie Hub presentation groundwater issues

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description

The Groundwater and Storage interactions project arose out of a meeting on the shoulder of the Greenhouse Gas Technologies Conference in Amsterdam in 2010. It was decided to concentrate initially on the Australian Flagships projects. On 3 May 2011 Australian researchers and government agencies met and presented their work to date.In these slides COLLIE HUB, Western Australia, present on Groundwater Issues

Transcript of Collie Hub presentation groundwater issues

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COLLIE HUBPresentation

Groundwater Issues

3 May 2011

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THE CONCEPT

COLLIE HUB•Integrated industrial CO2 geosequestration system•Storage within an identified area• Red mud sequestration 300,000 + tpa (Alcoa)• 2.4 mtpa Perdaman CO2• Potential for up to 7 mtpafor future power generation

Presenter
Presentation Notes
Conceptually what the hub will look like The component parts must each work on a commercial model
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HOW IT WILL WORK

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Target formations

• The target injection formation is the Lesueur Sandstone with a top depth of approximately 1300 metres.

• The depths of injection will be approximately 2000 and 2500 metres.

• The Eneabba Formation will be the upper, “sealing” formation

• Modelling shows the CO2 just reaching the base Eneabba

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CO2 Injectivity andDynamic Capacity

OPTION 1Single well

w/ dual completion

OPTION 2Multiple well

w/ single completion• Injection rate range:

• Base Myalup & top Wonnerup: 0.2 – 1 Mt/a/completion

• Mid Myalup: 0.3 – 1 Mt/a/completion• Total: 0.9 – 1.7 Mt/a/well

• CO2 contained volume (cumulative after 40 yrs of injection) :

• Base Myalup & top Wonnerup: 110 - 150 Mt • Mid Myalup: 90 – 150 Mt• Total injection range: 200 – 260 Mt

• Maximum pressure buildup of ~ 50 bar occurred across Darling fault, in Myalupand Wonnerup. Fault is still stable.

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Dynamic Simulations

• Target injection (40 yrs): 6 injectors• Completion consideration to optimize

injection volume and manage containment risk:• Proximity to faults and well spacing• Rock quality distribution• Reservoir dip

• Two potential injection zones identified:

• Base Myalup/Top Wonnerup with lower containment risk

• Mid Myalup with higher injectivitypotential and higher containment risk due to the proximity to Eneabba:

• Smaller injection intervals away from the Base Eneabba

• Injection constraints: frac-pressureDarling Fault

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Injection Intervals

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Distance, m

Dis

tanc

e, m

Distance, m

1000 yrs

1000 yrs

Presenter
Presentation Notes
The image on the screen is a graphical representation of the migration of the CO2 in the rock.   The images demonstrate the level of migration of CO2 from a horizontal and a vertical perspective. The first iteration is over 40 years.   The following images illustrate migration over the next 1000 years.   As you can see, although the CO2 migrates, it still remains trapped at a significant depth by shale rock.
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CO2 Containment and Trapping Mechanism• CO2 reaches base of Eneabba at

250 yrs• After shut-in, up dip• After 100 years shut-in:

• mobile gas from 77% to 35%

• After 1000 years shut-in:• Mobile gas: 10%• Residual / immobile gas: 60%• Dissolved gas: 30%

• * residual saturation 10-40%

Trapping mechanism in Base Scenario

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Fault Seal Analysis

•Fault Seal Analysis of bounding faults in the study area (Petrel):

• Darling Fault – main bounding fault (considered sealing)

• 4NS• 8EW

•Fault / Fracture Reactivation• faults stable up to 110 bar

overpressure

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GSWA Harvey 1

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Preparation Phase 2010 – 2012Pre-Competitive

• Further technical investigation of the Lesueur;

• Commenced a community & stakeholder consultation process

• Establishment of necessary legislative measures, approvals and easements; and

• Development of the proposed commercial structure and arrangements to facilitate the development.

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Groundwater Analysis

• The main Perth domestic water supply aquifer is the Yarragadee Formation.

• The area chosen is on a structural high where the Yarragadee has been eroded off.

• Main water supply from irrigation and superficial formations.

• The Cockleshell Gully Fm is saline• The Leederville Fm mainly saline.• Lesueur Sst is a confined saline aquifer

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This section eroded off

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New Seismic: note unconformity

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COLLIE HUB AND WATER

Primary aim is not to isolate potential groundwater sources either above or below the injection depth

• How will we ensure aquifers above injection zone are protected?

• How will CO2 injection alter the water chemistry and rock chemistry?

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Upper Aquifers• Leederville Fm – 1.5km above injection formation

• Eneabba Fm consists of siltstones, mudstones and other “barrier” formations – need more data to prove this up in the area.

• Need to set up monitoring regime with tracers, monitoring bores etc

• Refine modelling with new data from seismic andGSWA Harvey 1 well.

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Water Chemistry• Sampling program

using MDT (Modularformation DynamicsTester)

• Core geochemistryXRD, SEM, Hyloggeranalyses

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Conclusions

• Collie Hub Project aware of resource conflict issues generally and groundwater specifically

• Already taken steps to avoid Perth’s main groundwater source, the Yarragadee Fm

• Data paucity means more acquisition necessary

• Planning team for future work includes DoW• Monitoring essential

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Thank you