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Carbon capture and storage has the potential to allow continued use of fossil fuels while mitigating climate change. It involves capturing carbon dioxide emissions from large point sources like power plants, compressing and transporting the CO2 via pipeline, and injecting it into deep geological formations for long-term storage. While the technology is possible with current knowledge, large-scale implementation faces challenges of high costs estimated at $1 trillion per year globally, an incomplete legal framework, and open questions about safety and permanent storage that require further study. Pilot projects demonstrate the technical feasibility of capturing CO2 and storing it underground, like the Sleipner gas field in Norway that has stored over 1 million tons of CO2 annually since 1996.
Carbon capture and storage has the potential to allow continued use of fossil fuels while mitigating climate change. It involves capturing carbon dioxide emissions from large point sources like power plants, compressing and transporting the CO2 via pipeline, and injecting it into deep geological formations for long-term storage. While the technology is possible with current knowledge, large-scale implementation faces challenges of high costs estimated at $1 trillion per year globally, an incomplete legal framework, and open questions about safety and permanent storage that require further study. Pilot projects demonstrate the technical feasibility of capturing CO2 and storing it underground, like the Sleipner gas field in Norway that has stored over 1 million tons of CO2 annually since 1996.
Carbon capture and storage has the potential to allow continued use of fossil fuels while mitigating climate change. It involves capturing carbon dioxide emissions from large point sources like power plants, compressing and transporting the CO2 via pipeline, and injecting it into deep geological formations for long-term storage. While the technology is possible with current knowledge, large-scale implementation faces challenges of high costs estimated at $1 trillion per year globally, an incomplete legal framework, and open questions about safety and permanent storage that require further study. Pilot projects demonstrate the technical feasibility of capturing CO2 and storing it underground, like the Sleipner gas field in Norway that has stored over 1 million tons of CO2 annually since 1996.
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1. The UK's offshore storage potential and capacity for storing carbon dioxide in depleted oil and gas fields and saline aquifers.
2. Current UK carbon capture and storage projects, including the Peterhead and White Rose projects which involve storing 1Mt of CO2 per year from power plants.
3. Research on storage performance, including modeling injection and pressure control, monitoring projects like at Sleipner where seismic imaging has tracked the stored CO2 plume over time, and developing effective monitoring techniques.
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- Concrete shrinks due to moisture loss from the pore structure through drying or self-desiccation, as well as temperature changes during curing.
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Webinar: How to manage technical risk in CO2 capture technology developmentGlobal CCS Institute
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The technical risks associated with new CO2 capture technologies can be managed through a systematic qualification process. This process focuses on the identification of the risks and indicates how they can be evaluated and reduced with adequate qualification methods, such as analyses and testing. Aker Solutions illustrated how this procedure has been applied for scaling up their proprietary CO2 capture technology.
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1) Statoil uses an extensive "toolbox" of improved oil recovery (IOR) techniques like water and gas injection, chemicals, and new well technologies to increase oil recovery from fields.
2) One promising new technology is through-tubing drilling and completion, which allows drilling and lining of wellbores simultaneously to improve efficiency and reduce costs.
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1. Past energy transitions were driven by growth and electricity needs, while today's is driven by decarbonization and reducing fossil fuel dependence.
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By Jurgen Schuol, Jason Foust and Daniel Christ
Presented at the Mekong Forum on Water, Food and Energy
Phnom Penh, Cambodia
December 7-9, 2011
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This document provides an overview of carbon capture and storage (CCS) technologies. It discusses how CCS aims to reduce CO2 emissions from fossil fuel power plants and other large point sources by capturing the CO2 produced, transporting it, and storing it underground. The document outlines different CO2 capture methods including post-combustion, pre-combustion and oxy-fuel combustion. It also discusses various CO2 separation techniques and the transportation and storage of captured CO2 in geological formations. Risks associated with CCS are mentioned along with some conclusions about the role of CCS in reducing greenhouse gases and the need for further research.
This document summarizes information about carbon dioxide (CO2) emissions and potential solutions. It discusses that CO2 is the most significant greenhouse gas contributing to global warming. There are currently two main options for dealing with captured CO2 - sequestration, which involves storing it underground, and utilization, which involves using CO2 for various industrial purposes. Sequestration relies on trapping mechanisms like residual, solubility, and mineral trapping to securely store CO2 underground. Utilization options include using CO2 for enhanced oil recovery in the petroleum industry. Overall the document provides an overview of the issues around CO2 emissions and some potential technical solutions.
The document discusses the development of floating wind power technology called Hywind. It began as an idea in 2001, was demonstrated with a pilot project in 2009, and reached a milestone in 2017 with the opening of the world's first floating wind park in Scotland. The 30 MW Hywind Scotland pilot park consists of 5 floating turbines that provide power for 20,000 homes and has achieved a 60-70% cost reduction from the earlier demonstration project. The technology is positioned to play a key role in offshore wind development going forward.
Hywind is Statoil's floating offshore wind technology that has led to the world's first floating wind farm in Scotland. The document discusses Hywind's history from its conception in 2009 to the development of the Hywind Scotland pilot park completed in 2017. It also outlines Statoil's vision to use Hywind technology to further develop floating wind farms at an industrial scale and integrate battery storage to provide grid services and enhance the value of wind energy.
The document discusses the critical need for carbon capture and storage (CCS) technology. It notes that the International Energy Agency analysis shows CCS must be an integral part of low-cost climate change mitigation scenarios. By 2050, over 950 gigawatts of global power generation capacity, or 8%, would need to be equipped with carbon capture. Industrial applications of CCS are also important for reducing emissions from steel and biofuel production. However, CCS faces challenges of high costs, lack of policies and infrastructure, and public acceptance concerns. The document then provides details about Chevron's Gorgon Project in Australia, which is the world's largest carbon dioxide injection project for storage of CO2 emissions from the liquef
The document discusses carbon dioxide storage and monitoring in the UK. It provides information on:
1. The UK's offshore storage potential and capacity for storing carbon dioxide in depleted oil and gas fields and saline aquifers.
2. Current UK carbon capture and storage projects, including the Peterhead and White Rose projects which involve storing 1Mt of CO2 per year from power plants.
3. Research on storage performance, including modeling injection and pressure control, monitoring projects like at Sleipner where seismic imaging has tracked the stored CO2 plume over time, and developing effective monitoring techniques.
This document discusses using natural ecosystems for coastal protection. It notes that coastal populations and assets are increasing, putting more people and infrastructure at risk from flooding. Conventional coastal defenses are expensive to maintain and can damage the environment. The document proposes using nature-based solutions like salt marshes, mangroves, dunes, and oyster reefs that provide protection from waves and storms while enhancing habitats. These ecosystem-based defenses are more sustainable and cost-effective than traditional infrastructure. The document provides several examples of projects around the world that have implemented these types of natural flood protection systems.
This document proposes a "Rain Farm" method for desalination that uses evaporation and condensation driven by solar energy. Pilot experiments showed temperatures inside glass evaporation cylinders exceeding 40属C, producing 2-10 ml/hour of desalinated water. The document discusses optimizing cylinder design to maximize evaporation and condensation surfaces while minimizing costs. Several potential designs are presented, aiming to enhance the greenhouse effect and water collection efficiency.
This document provides an overview of coatings and surface engineering capabilities at TWI Ltd. It describes their staff and sites focusing on coatings and materials. It highlights sectors of interest like aerospace, oil/gas, and technologies like anti-corrosion coatings, hydrophobic coatings, and surface modification. Examples of projects involving functional coatings, composite tool coatings, and anti-icing coatings are summarized. Testing capabilities and facilities for thermal spray coatings and plasma electrolytic oxidation are also mentioned.
Detailed information about types of power plant. Efficiency and power criteria are covered according to different types of membrane. Environmental impacts of pant is included.
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This document discusses concrete shrinkage, including:
- Shrinkage cracking can significantly impact the durability and service life of concrete structures.
- Concrete shrinks due to moisture loss from the pore structure through drying or self-desiccation, as well as temperature changes during curing.
- The main types of shrinkage are plastic, autogenous, drying, and thermal shrinkage. Proper mix design and curing can help minimize shrinkage cracking.
Webinar: How to manage technical risk in CO2 capture technology developmentGlobal CCS Institute
油
Scaling up, integrating and optimising CO2 capture plants can be associated with high risks and costs. Currently, there is a lack of standard codes and procedures to be used, making the development of CCS projects challenging. In this webinar, DNV GL presented the recommended qualification procedure for scaling-up CO2 capture technologies, from the lab to commercial scale.
The technical risks associated with new CO2 capture technologies can be managed through a systematic qualification process. This process focuses on the identification of the risks and indicates how they can be evaluated and reduced with adequate qualification methods, such as analyses and testing. Aker Solutions illustrated how this procedure has been applied for scaling up their proprietary CO2 capture technology.
This webinar was presented by Anastasia Isaenko, Consultant, Carbon Capture and Storage from DNV GL and Oscar Graff, Chief Technology Officer, Department of Clean Carbon from Aker Solutions.
The document summarizes developments in the design and application of geosynthetics and geosystems in hydraulic and coastal engineering. It provides an overview of different geosynthetic and geosystem applications such as revetments, fill-containing systems, geocontainers, and their use in dams, dikes, and for erosion control. It also discusses design methodology, stability criteria, and performance of these systems. Research has provided better understanding but more work is still needed to develop generally valid design guidelines.
1. Managing over-pressure in deep
saline aquifer storage of CO2
Mike Carpenter, Todd Flach, Semere Solomon (DNV)
Terje Aurdal (Aker Kv脱rner Geo)
EAGE, September 2008
We gratefully acknowledge support for this work from:
- NFR CLIMIT
- DNV Corporate
- Aker Kv脱rner Geo
2. 息 Det Norske Veritas AS. All rights reserved 際際滷 201 December 2008
Fracturing of caprock
Capillary entry pressure of caprock exceeded
Migration along/across faults
Abandoned wells compromised
Wide pressure pulse and area of impact
Motivation
Many potential storage formations will have their capacity
constrained by the increase in reservoir pressure caused by
injection
In addition a number of risk factors will become more likely
with higher formation pressures:
3. 息 Det Norske Veritas AS. All rights reserved 際際滷 301 December 2008
Motivation
EU Commission, January 2008:
storage complex means the storage site and surrounding
geological domains which can have an effect on overall
storage integrity and security (i.e., secondary containment
formations)
Environment Protection Agency, July 2008:
The confining system should be of sufficient regional
thickness and lateral extent to contain the entire CO2 plume
and associated pressure front under the confining system
following the plumes maximum lateral expansion
Simulate reduction in peak reservoir pressure by
utilising secondary containment formations
4. 息 Det Norske Veritas AS. All rights reserved 際際滷 401 December 2008
Injection well flow rate = 500,000 Sm3/day
(for 40yrs = 14.5 Mt total)
Choice of model
Reservoir
Caprock
Reservoir
Injection point
R = 3500 m, h = 10 m
Top of model = 750 m depth
Kv = 100 mD, Kh = 200 mD
Porosity = 0.15
Cell size = 175 x 175 x 10 m
5. 息 Det Norske Veritas AS. All rights reserved 際際滷 501 December 2008
Model permeability
Depth
750 m
850 m
900 m
1000 m
Reservoir
(100 mD)
Caprock
(0.0005 mD)
Reservoir
(100 mD)
Migration pathway
(0.05 mD)
Injection point
Colour scheme indicates permeability
6. 息 Det Norske Veritas AS. All rights reserved 際際滷 601 December 2008
100yrs
250yrs
500yrs
1000yrs
Top of structure @ 750 m depth
CO2 molality - injection only
Mol/kg
7. 息 Det Norske Veritas AS. All rights reserved 際際滷 701 December 2008
CO2 molality - with brine production
100yrs
250yrs
500yrs
1000yrs
Top of structure @ 750 m depth
Mol/kg
8. 息 Det Norske Veritas AS. All rights reserved 際際滷 801 December 2008
Top of structure @ 750 m depth
CO2 molality - with brine re-injection
250yrs
500yrs
1000yrs
100yrs Mol/kg
9. 息 Det Norske Veritas AS. All rights reserved 際際滷 901 December 2008
Pressure(kPa)
Initial pressure
Pressure vs. time
- single cell at top of deep aquifer
Deep + shallow aquifers
- and re-injection
- with brine production
Time (yr)
10. 息 Det Norske Veritas AS. All rights reserved 際際滷 1001 December 2008
Global CO2 dissolution rates
Deep + shallow aquifers
- with brine production
- and re-injection
Pressure effects from brine production and re-injection re-align the CO2 plume,
but little net change in dissolution
Supercritical CO2
Dissolved CO2
11. 息 Det Norske Veritas AS. All rights reserved 際際滷 1101 December 2008
What happens to produced brine?
Will depend on salinity and chemical composition
Offshore
- released into the sea
Onshore
- re-circulation to shallower formations may be an option
- source of potable water if de-salination possible
- potential source of coolant to powerstations in water stressed areas
- low salinity brackish waters suitable for some agriculture purposes
(Dwarf glasswort grows well at 70 g/l of dissolved solids, and may be
useful as a crop. Plants such as barley and the date palm can tolerate
about 5 g/l)
12. 息 Det Norske Veritas AS. All rights reserved 際際滷 1201 December 2008
Conclusions
CO2 storage performance is a geosphere issue and can
benefit from using more than just one aquifer and caprock
Proposed EU legislation permits definition of a storage
complex with more than one storage formation
Dispersion of the pressure pulse in more than one storage
formation will limit the lateral extent of the pressure front and
decrease risk exposure
13. 息 Det Norske Veritas AS. All rights reserved 際際滷 1301 December 2008
Questions?
14. 息 Det Norske Veritas AS. All rights reserved 際際滷 1401 December 2008
Grid cell permeability in the caprock is reduced in order to simulate a
generalised CO2 migration pathway (leaky well, fault zone)
General migration pathway
1 m wide pathway @ 10mD
175m
10m
Caprock
(0.0005 mD)
1m
Caprock
(0.0005 mD)
Cell size = 175 x 175 x 10 m
Fracture size = 1x 175 x 10 m
Simple averaging gives:
((0.0005*174)+(10*1))/175 = 0.06 mD
Rounded down to 0.05 mD in model
CO2
15. 息 Det Norske Veritas AS. All rights reserved 際際滷 1501 December 2008
Sensitivity tests for grid cell size
CO2 molality
after 500 yrs
300x300x60 m
200x200x20 m 100x100x5m
300x300x15 m
Plot global rate
of disolution
to see effects
of numerical
dispersion
16. 息 Det Norske Veritas AS. All rights reserved 際際滷 1601 December 2008
Medium (i,j = 200m)
Fine (i,j = 100m)
Coarse (i,j = 300m)
h/v ratio = 20:1
h/v ratio = 10:1
h/v ratio = 5:1
Sensitivity tests for grid cell size
1200 x 1200 x 300m (0.432km3)
Top of model depth = 900 m
Kv = 100mD, Kh = 200 mD, Porosity = 0.15
Injection rate = 12,500 m3/day for 40yrs (0.36Mt total)
Inventory plot for global SC CO2 vs. time (yrs)
200 x 200 x 10 m
Reduced to
175 x 175 x 10 m
In model