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Technology Collaboration Programme by IEA

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Discover the latest advances carbon capture and storage research

Technical Report

Fault Permeability

  • 1 October 2016
  • Storage

The present review adds to an earlier report (IEAGHG, 2015a) by using the published literature to examine how fault permeability is modified by fault zone and host rock properties and <em>in situ</em> stresses of anthropogenic or geological origins. The primary goal of the report is to use publically available literature to examine when, where and how faults may negatively or positively impact the storage and migration of injected CO<sub>2</sub>. In particular, four key tasks have been undertaken and are outlined below. TASK 1 - Provide a brief summary of the key parameters that influence the mechanical and hydraulic properties of fault zones including a summary of CO<sub>2</sub> flow data along faults at natural seeps. TASK 2 - Review current oil industry practices that are used to assess and control the unwanted migration of hydrocarbons along faults. Use the experience of different industry/academic teams to assess and model fault leakage from potential CO<sub>2</sub> storage sites. TASK 3 - Review the approaches used by other industries (e.g. waste disposal, hydrocarbons, civil engineering) to assess the properties, permeabilities, and leakage thresholds of faults and examine how these approaches might be useful for CO<sub>2 </sub>storage sites. TASK 4 - Identify the knowledge gaps in current understanding of fluid migration along faults. Identify the challenges in modelling fault permeability, and monitoring fluid migration (including CO<sub>2</sub>), along and across faults. Recommend the direction of future research and development that is directly related to a better understanding of fault permeability. The principal objective of this report is to provide a review and synthesis of international research and current understanding of fault permeability, with emphasis on how it could influence (positively or negatively) CO<sub>2</sub> storage. To address this principal aim and the four key tasks outlined above, the report contains 10 main sections. These main sections are summarized below.

Technical Review

National Storage CO₂ Assessment Guidance

  • 1 October 2016
  • Storage

This guide provides information on where to find the material required to undertake initial national scale storage assessments. It is designed to help government bodies and policy makers with limited prior carbon capture and storage (CCS) experience find information regarding the methodology of conducting an assessment. A nationwide storage estimate is fundamental to progress CCS as a climate mitigation technology as it will determine how suitable the regional geology is for CO₂ storage and provide an initial indication of capacity.

Technical Report

RMNER Network Meeting

  • 1 June 2016
  • Event Proceedings
  • Storage

The three day meeting included themes on risk assessment methodologies, risk communication and mitigation strategies as well as environmental research. There was an emphasis on potential impacts of CO<sub>2</sub> in marine environments, natural variability and the unscheduled release of CO<sub>2</sub> from pipelines. Coverage also included formation fluid release, overburden features, international initiatives and environmental impact assessments notably the Peterhead – Goldeneye project. 

Technical Report

Can CO₂ Capture and Storage Unlock 'Unburnable Carbon'?

  • 1 May 2016
  • Capture
  • Storage

This study has undertaken an initial assessment on the relevance of CCS in terms of the unburnable carbon issues. This consisted of the following tasks: <ol> <!-- wp:list-item --><!-- wp:list-item --><li>Undertake a comprehensive literature review to identify and assess those studies done to date which are relevant to, include or comment upon the role of CCS in the issues of unburnable carbon.</li><!-- /wp:list-item --><!-- /wp:list-item --> <!-- wp:list-item --><!-- wp:list-item --><li>Assess the assumptions, methodologies, any contentious subjects, and understand differences in these studies.</li><!-- /wp:list-item --><!-- /wp:list-item --> <!-- wp:list-item --><!-- wp:list-item --><li>Identify and assess sources of information on the global potential for CCS deployment, including storage potential.</li><!-- /wp:list-item --><!-- /wp:list-item --> <!-- wp:list-item --><!-- wp:list-item --><li>Potential issues that would contribute to better understanding and assessment of this topic (which are of a technical nature and thus IEAGHG could address), will be identified and recommendations made for further work, including whether any work is necessary relating to global storage capacity and CCS global potential.</li><!-- /wp:list-item --><!-- /wp:list-item --> </ol>

Technical Review

International Workshop on Offshore Geological CO₂ Storage

  • 1 May 2016
  • Event Proceedings
  • Storage

The aims of the workshop were to undertake a global needs assessment for offshore geological CO₂ storage, to initiate a discussion about the various aspects of offshore transport and storage, and to build an international community of parties interested in offshore storage. This was achieved by bringing together those who are doing offshore CCS to share knowledge with those who are interested in doing, and by facilitating countries to identify their specific issues, challenges, opportunities, and then to identify synergies, common gaps and goals, and define common action items.

Technical Review

Review of Project Permits Under the London Protocol - As Assessment of the Proposed P18-4 CO₂ Storage Sites

  • 1 May 2016
  • Policy & Regulation
  • Storage

The London Convention and Protocol is one of the first global agreements to protect the marine environment. The Protocol promotes the protection of the marine environment by prohibiting the dumping of wastes and other matter into the sea. Under the Protocol all dumping is prohibited, with the exception of a limited number of selected wastes. In 2007, an amendment entered into force which permitted CO₂ streams to be considered for dumping under the London Protocol. The amendment was shortly followed up with a set of “Specific Guidelines for Assessment of Carbon Dioxide Streams for Disposal into Sub-seabed Geological Formations”, developed to support the National Authorities of Contracting Parties in evaluating permit applications for CO₂ disposal activities in their marine territories. As few offshore CO₂ storage sites have been permitted in the territories of Contracting Parties, there is no evidence of the application of the above mentioned guidelines to actual permitting processes. The P18-4 field is a near-depleted gas field at a depth of 3.5 km under the seabed, located approximately 20 km off the Dutch coast in the North Sea. The operator of the gas field applied for a CO₂ storage permit to the Dutch authorities in 2011, for the storage of a maximum of 8 Mton CO₂. An irrevocable storage permit for P18-4 was provided to the operator in September 2013, however the project has been postponed indefinitely due to economic constraints. The objective of this report is to assess to what extent the proposed P18-4 storage site, originally part of the ROAD CCS Project, complies with the London Protocol’s 2012 Specific Guidelines for Assessment of Carbon Dioxide Streams for Disposal into Sub-seabed Geological Formations, and therefore the 1996 London Protocol itself. The assessment has been achieved through a simple, but systematic, cross-check of the requirements of the Specific Guidelines against the contents of the application material provided by the operator to the National Authority. This involves the appraisal of approximately 1100 pages of submitted material in order to identify evidence of compliance

Technical Report

Operational Flexibility of CO₂ Transport and Storage

  • 1 March 2016
  • Storage
  • Transport

This study has reviewed different transport and storage scenarios to reflect the range of full-scale commercial operations. In addition to a wide ranging literature review a survey of industrial, utility, pipeline and CO<sub>2</sub>-EOR operators was also conducted to obtain their insights of CO<sub>2</sub> transport and storage. Owing to the sensitivity of these commercial operations it has not been possible to attribute background information to either individuals or their companies. Anonymity has not prevented the inclusion of real world data on exhaust gas composition from different sources including power generation (coal and natural gas), oil refining, gas processing, cement, hydrogen production, and ethanol production. It also includes background information on actual CO<sub>2</sub> pipeline operation, including network hubs, and CO<sub>2</sub> CO<sub>2</sub>-EOR experience in the United States. Experience from different industrial scale injection projects such as Sleipner, Snøhvit and In Salah, has been included. The study has investigated how flexible operation affects CO<sub>2</sub> storage and the measures adopted to accommodate intermittent supply. There are a series of prioritized recommendations based on the gaps in knowledge.

Technical Review

Evaluation of Barriers to National CO₂ Geological Storage Assessments

  • 1 February 2016
  • Storage

This report is the published product of a study undertaken for the Carbon Sequestration Leadership Forum (CSLF) to assess barriers to high-level geological CO₂ storage assessments for the Clean Energy Ministerial. This review was undertaken by the CO₂ Storage team of the British Geological Survey on behalf of UK Department of Energy and Climate Change and the Korean Clean Energy Ministry to support the work of the CSLF. The review was funded by the UK Department of Energy and Climate Change and the Korean Clean Energy Ministry. The project was managed by the IEA Greenhouse Gas Research and Development Programme (IEA-GHG). The survey responses expressed and analysed in this report are based on publicly available information and the views of respondents to a questionnaire and follow-up interviews. The responses do not necessarily reflect the view of authorities or government policies for the countries included in the survey.

Technical Report

Monitoring Network Meeting

  • 1 December 2015
  • Event Proceedings
  • Storage

The 45 presentations and 17 posters covered a range of topics, with sessions on cost-effective monitoring of large projects, permit requirements, induced seismicity, shallow monitoring, geophysical monitoring and CO₂ relationships, pressure monitoring applications, monitoring tools for shallow, surface and deep monitoring, update on projects, and post-closure monitoring. As well as the new results and developments, new at this meeting was a group-work exercise created by Sue Hovorka of the University of Texas. This involved the groups designing monitoring plans for fictional but realistic storage sites, and then these being actually tested with leakage scenarios.

Technical Report

Integrated CCS Project at SaskPower’s Boundary Dam Power Station

  • 1 August 2015
  • Capture
  • Storage

On October 2, 2014, the first-ever, commercial–scale, coal-fired power plant incorporating amine solvent absorption carbon capture began operation near Estevan, Saskatchewan, Canada. This was a global landmark event. Although carbon capture technologies had been pilot tested prior to this, a commercial– scale power plant now exists that has demonstrated that a number of high-risk technology and business issues have been overcome. This report summarizes the experience and learnings of SaskPower in a way that will hopefully provide insight to other clean-coal initiatives

Technical Report

Review of Offshore Monitoring for CCS Projects

  • 1 July 2015
  • Storage

This report reviews offshore monitoring practice for CO₂ storage projects in terms of tool capabilities, logistical practicalities and costs. The focus is on large-scale ‘commercial’ storage monitoring and draws together published experience from existing large offshore CO₂ storage sites as well as monitoring research at experimental test sites and in areas of natural CO₂ seepages. The strengths and limitations of monitoring techniques, strategies and methodologies are discussed, and relevant experience from onshore sites are also included. Monitoring over the full life-cycle from pre-injection (baseline) through injection and post-injection phases to transfer of responsibility to the competent authority is considered. The review draws on selected examples of current or planned monitoring practice.

Technical Report

Criteria of Fault Geomechanical Stability

  • 1 April 2015
  • Storage

Faults typically consist of two sub-structures: a fault core; and a wider fault damage zone. Faults in low porosity rocks tend to have a fine-grained fault core whereas faults in coarse-grained, high porosity rocks, usually have low porosity deformation bands that can develop into high permeable slip surfaces. Fault zone permeability increases with increasing fluid pressure but permeability varies both across and along faults. Hydraulic properties also vary between the damage zone and the core where gouge material is concentrated. This concentration of fine grained minerals also reduces the mechanical strength of faults. Mechanical failure or reactivation occurs either when shear stress exceeds normal strength or when hydraulic fracturing is induced. Fault deformation can be either brittle or ductile. The former leads to the formation of cataclastite (fine grained granular) and shear fractures which dilate under low effective normal stress that can cause permeability enhancement. With increasing shear deformation, fracture asperities are sheared off leading to gouge production and a reduction in permeability. Thus, in brittle deformation permeability will generally increase under low effective stresses and small displacements but decreases with increasing effective stress and magnitude of displacement. Shear fractures created in ductile deformation contract during shearing and tend not to lead to an increase in permeability. Reactivation of faults can be assessed using both analytical and numerical approaches, but assessment is usually based on the Mohr-Coulomb failure criterion. This method can be used to determine the critical injection pressure. Numerical modelling can provide predictions of fault stability at different scales and incorporate different parameters such as the geometry of different faults. Numerical methods can be effective for identifying leakage potential and seal failure especially where dilatancy and stress dependent permeability changes occur. Experimental tests on minerals and rock samples exposed to CO₂ tentatively indicate that the coefficient of friction is not radically changed, however, this conclusion is based on limited exposure to CO₂. There is limited observational data on stress regimes and direct pore pressure measurements from core samples from cap rocks and fault zones. Acquisition of key data would enhance stress regime modelling and fault behaviour.

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