- •Preface
- •Acronyms
- •Introduction
- •Background and objectives
- •Content, format and presentation
- •Radioactive waste management in context
- •Waste sources and classification
- •Introduction
- •Radioactive waste
- •Waste classification
- •Origins of radioactive waste
- •Nuclear fuel cycle
- •Mining
- •Fuel production
- •Reactor operation
- •Reprocessing
- •Reactor decommissioning
- •Medicine, industry and research
- •Medicine
- •Industry
- •Research
- •Military wastes
- •Conditioning of radioactive wastes
- •Treatment
- •Compaction
- •Incineration
- •Conditioning
- •Cementation
- •Bituminisation
- •Resin
- •Vitrification
- •Spent fuel
- •Process qualification/product quality
- •Volumes of waste
- •Inventories
- •Inventory types
- •Types of data recorded
- •Radiological data
- •Chemical data
- •Physical data
- •Secondary data
- •Radionuclides occurring in the nuclear fuel cycle
- •Simplifying the number of waste types
- •Radionuclide inventory priorities
- •Material priorities
- •Inventory evolution
- •Assumptions
- •Errors
- •Uncertainties
- •Conclusions
- •Acknowledgements
- •References
- •Development of geological disposal concepts
- •Introduction
- •Historical evolution of geological disposal concepts
- •Geological disposal
- •Definitions and comparison with near-surface disposal
- •Development of geological disposal concepts
- •Roles of the geosphere in disposal options
- •Physical stability
- •Hydrogeology
- •Geochemistry
- •Overview
- •Alternatives to geological disposal
- •Introduction
- •Politically blocked options: sub-seabed and Antarctic icecap disposal
- •Sea dumping and sub-seabed disposal
- •Antarctic icesheet disposal
- •Technically impractical options; partitioning and transmutation, space disposal and icesheet disposal
- •Partitioning and Transmutation
- •Space disposal
- •Icesheets and permafrost
- •Non-options; long-term surface storage
- •Alternatives to conventional repositories
- •Introduction
- •Alternative geological disposal concepts
- •Utilising existing underground facilities
- •Extended storage options (CARE)
- •Injection into deep aquifers and caverns
- •Deep boreholes
- •Rock melting
- •The international option: technical aspects
- •Alternative concepts: fitting the management option to future boundary conditions
- •Conclusions
- •References
- •Site selection and characterisation
- •Introduction
- •Prescriptive/geologically led
- •Sophisticated/advocacy led
- •Pragmatic/technically led
- •Centralised/geologically led
- •Conclusions to be drawn
- •Lessons to be learned (see Table 4.2)
- •Site characterisation
- •Can we define the natural environment sufficiently thoroughly?
- •Sedimentary environments
- •Hydrogeology
- •The regional hydrogeological model
- •More local hydrogeological model(s)
- •Crystalline rock environments
- •Lithology and structure
- •Hydrogeology
- •Hydrogeochemistry
- •Any geological environment
- •References
- •Repository design
- •Introduction: general framework of the design process
- •Identification of design requirements/constraints
- •Concept development
- •Major components of the disposal system and safety functions
- •A structured approach for concept development
- •Detailed design/specifications of subsystems
- •Near-field processes and design issues
- •Design approach and methodologies
- •Design confirmation and demonstration
- •Interaction with PA/SA
- •Demonstration and QA
- •Repository management
- •Future perspectives
- •References
- •Assessment of the safety and performance of a radioactive waste repository
- •Introduction
- •The role of SA and the safety case in decision-making
- •SA tasks
- •System description
- •Identification of scenarios and cases for analysis
- •Consequence analysis
- •Timescales for evaluation
- •Constructing and presenting a safety case
- •References
- •Repository implementation
- •Legal and regulatory framework; organisational structures
- •Waste management strategies
- •The need for a clear policy and strategy
- •Timetables vary widely
- •Activities in development of a geological repository
- •Concept development
- •Siting
- •Repository design
- •Licensing
- •Construction
- •Operation
- •Monitoring
- •Research and development
- •The staging process
- •Attributes of adaptive staging
- •The decision-making process
- •Status of geological disposal programmes
- •Overview
- •Status of geological disposal projects in selected countries
- •International repositories
- •Costs and financing
- •Cost estimates
- •Financing
- •Conclusions
- •Acknowledgements
- •References
- •Research and development infrastructure
- •Introduction: Management of research and development
- •Drivers for research and development
- •Organisation of R&D
- •R&D in specialised (nuclear) facilities
- •Introduction
- •Inventory
- •Release of radionuclides from waste forms
- •Solubility and sorption
- •Waste form dissolution
- •Colloids
- •Organic degradation products
- •Gas generation
- •Conventional R&D
- •Engineered barriers
- •Corrosion
- •Buffer and backfill materials
- •Container fabrication
- •Natural barriers
- •Geochemistry and groundwater flow
- •Gas transport and two-phase flow
- •Biosphere
- •Radionuclide concentration and dispersion in the biosphere
- •Climate change
- •Landscape change
- •Underground rock laboratories
- •URLs in sediments
- •Nature’s laboratories: studies of the natural environment
- •General
- •Corrosion
- •Cement
- •Clay materials
- •Degradation of organic materials
- •Glass corrosion
- •Radionuclide migration
- •Model and database development
- •Conclusions
- •References
- •Building confidence in the safe disposal of radioactive waste
- •Growing nuclear concerns
- •Communication systems in waste management programmes
- •The Swiss programme
- •The Japanese programme
- •Examples of communication styles in other countries
- •Finland
- •Sweden
- •France
- •United Kingdom
- •Comparisons between communication styles in Finland, France, Sweden and the United Kingdom
- •Lessons for the future
- •What is the way forward?
- •Acknowledgements
- •References
- •A look to the future
- •Introduction
- •Current trends in repository programmes
- •Priorities for future efforts
- •Waste characterisation
- •Operational safety
- •Emplacement technologies
- •Knowledge management
- •Alternative designs and optimisation processes
- •Materials technology
- •Novel construction/immobilisation materials: the example of low pH cement
- •Future SA code development
- •Implications for environmental protection: disposal of other wastes
- •Conclusions
- •References
- •Index
112
Repository design
Hiroyuki Umeki
JAEA (Japan Atomic Energy Agency), Tokai, Japan
5.1. Introduction: general framework of the design process
The iterative development of repository concepts tailored to given siting environments is a challenging task which includes:
adopting a methodical, systematic and fully documented approach to repository design and optimisation;
integrating engineered barrier system (EBS) design and performance assessment (PA) activities within iterative optimisation cycles;
ensuring and demonstrating design feasibility;
continuing to build confidence in expected safety functions;
focusing on the most important issues (e.g., through the use of risk-informed approaches).
The issue of requirements management is becoming increasingly topical as waste management programmes approach licensing and implementation and raises the question of whether a formalised requirements management tool is necessary for linking between the repository design process and safety assessment (SA).
Although, in the details, different approaches are being followed in the various national programmes, depending largely on their state of advancement, all of the programmes have similar high-level requirements and face similar challenges. These highlevel requirements are relatively more important than the design constraints identified during implementation. A record of technical progress in the iterative development of repository concepts should be kept to maintain traceability and transparency in the decisions on design issues. A structured approach can be applied for this purpose. Such an approach is also useful for striving to achieve ever-better dialogue between the various groups involved in the disposal programmes (e.g., safety assessors, engineers and other stakeholders), which is inevitable for developing well supported designs.
A design strategy is adopted that aims to develop a predictable and robust system taking site information into account. Robust systems are characterised by simple, well understood or easily characterised features and phenomena and an absence of, or insensitivity to, detrimental phenomena (NEA, 1999, 2002). As the information base
DEEP GEOLOGICAL DISPOSAL OF RADIOACTIVE WASTE |
2007 Elsevier Ltd. |
VOLUME 9 ISSN 1569-4860/DOI 10.1016/S1569-4860(06)09005-X |
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on the site may be built up only gradually and requirements/constraints on design may change depending on the progress of a disposal programme, a flexible repository design strategy is also required, which includes regular iteration with geological characterisation (geosynthesis), SA and public communication groups.
The generic studies at early stages in the disposal programme before selection of specific geological formations or sites may involve a ‘‘conventional’’ approach of first defining a fundamental repository concept and then showing that it would reach acceptable safety levels for generic siting environments which are considered in each programme.
Given a site that fulfils the geological stability and other favourable conditions, appropriate repository concepts should be developed taking a range of factors into account. In this case, long-term safety clearly plays a critical role but, with the special emphasis on maintaining local acceptance, other factors may also be very prominent – e.g., operational safety, quality assurance (QA), ease of understanding of the safety case by a non-technical audience, reversibility at early stages of implementation, cost (and resultant flexibility for providing local economic incentives), repository footprint, etc. To ensure that the EBS will perform its desired functions requires integration of site characterisation information, data on waste properties, data on engineering properties of potential EBS materials, in situ and laboratory testing and modelling.
An iterative scheme for development or optimisation of repository concepts and designs has been discussed elsewhere (e.g., JNC, 2000; Posiva, 2000) and enhanced to place greater emphasis on the role of demonstration experiments (Figure 5.1). The design of a disposal system needs to take account of stakeholder views regarding the objectives and requirements of the system. It must also be possible to demonstrate that the disposal system design provides an acceptable solution to the waste management problem.
The development of an EBS design proceeds from societal and stakeholder requirements, through system requirements, to a design concept, to a detailed design and, finally, to practical decisions on implementation. As the first step, a safety strategy (or safety concept) has to be developed and communicated. The safety strategy enables the translation of high-level requirements into system requirements, from which more detailed design requirements can be established. The safety strategy would need to satisfy all of the high-level requirements to an appropriate degree to make the proposed waste management solution acceptable. The selected option also has to be technically feasible. SA and PA expertise is a key link between high-level requirements and constraints on detailed designs for the EBS. Integration is needed in the work of the scientists, PA specialists and engineers contributing to the design.
It is common practice for the implementing organisation to make periodic statements regarding the level of understanding and the status of the design and to identify outstanding issues and the proposed means of resolving them. This statement can be based on a multidisciplinary review of the programme, but it is important to provide a description of the process envisaged for moving from a provisional design to a firm and detailed design.
A formal process should be used to evaluate the design against the requirements. It may be necessary to develop tools, in addition to overall system PA tools, with which to undertake this evaluation, in particular to test barrier performance and to help choose between EBS design options. Design choices need to be clearly linked to the
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¨ ¨
Fig. 5.1. The development process for the Finnish disposal system (after Aikas, 2003).
requirements and the basis for design changes needs to be clearly explained and catalogued for the future.
In such an iterative scheme, which may continue over several decades, the concept of ‘‘requirements management’’ and associated documentation have been emphasised in order that future generations operating the repository and after its closure understand what was originally intended in terms of repository design and disposal.
The purpose of an EBS as a whole (Figure 5.1) is to prevent and/or delay the release of radionuclides from the waste to the repository host rock. Each subsystem or component has its own requirements to fulfil. For example, the container (or overpack) must ensure initial isolation of the waste. The engineered barriers must also function as an integrated system and, consequently, there are requirements such as the need for one barrier to ensure favourable physico-chemical conditions so that a neighbouring barrier can fulfil its intended function. For example, in some disposal systems the buffer has a role in minimising container corrosion.
The specific role that an EBS is designed to play in a particular waste disposal system is dependent on the conditions that are expected (or considered possible) to occur over the period of interest, on regulatory requirements (e.g., for waste containment) and on
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the anticipated performance of the natural geological barrier. To be effective, an EBS must be tailored to the specific environment in which it is to function. Consideration must be given to factors such as the heat that will be produced by the waste, interactions between different materials in the waste and the EBS, the groundwater chemistry (e.g., pH and redox conditions – see Chapter 3) and flux, the mechanical behaviour of the host rock and the evolution of the disposal system.
Designing an EBS to fulfil all of the requirements requires integration of data from site and waste characterisation studies, as well as from research and analysis on the engineering and physico-chemical properties of the barriers and their materials. These data may be gathered from a range of sources, including laboratory tests and tests performed in underground research laboratories (URLs) or pilot facilities, and may be interpreted and integrated through modelling studies.
In developing the details of the design for an EBS, various requirements and constraints have to be considered. Relevant constraints include disposal site characteristics, the nature of existing waste packages, the waste inventory, current technologies, available understanding of processes and related uncertainties and the need for operational safety and flexibility. Although safety has the highest priority in the process of repository development, economic requirements also have to be considered. There may be various alternative ways of fulfilling the requirements, but at significantly different costs.
Uncertainties linked with a design should be characterised and traced where possible (e.g., the significance of quantifiable uncertainties might initially be bounded using minimum and maximum parameter values; the uncertainty could be stated in the justification of the requirements and tracked through the design). The significance of the uncertainties can be further established using, e.g., structured sensitivity analyses, SA or PA models and research models. The impact of the uncertainties should be communicated to the originator of the related requirement. If the impact of an uncertainty is potentially significant based on initial assessments, then it is sensible to conduct further work to reduce the uncertainty before designing the disposal system to accommodate the uncertainty. Possible approaches to handling uncertainty include avoiding or reducing the uncertainty, robust and/or flexible design and considering alternative designs.
The subsequent sections (5.2–5.5) will discuss key components of this design optimisation scheme to illustrate how repository design is developed following the scheme.
5.2. Identification of design requirements/constraints
Requirements or constraints for repository design are set from various aspects, e.g., regulations, stakeholders’ wishes, site conditions, engineering feasibility, inventory to be disposed of, etc. The regulations may impose nuclear safeguards constraints on geological repositories containing fissile materials (IAEA, 1997). Increasing attention is also being paid to the issues of waste retrievability or reversibility of disposal operations, by trying to evaluate the implications and the possible requirements of such options for the design of repositories and for the characteristics of the wastes they may contain (e.g., NEA, 2001). The 1991 French Law 91-1381 concerning radioactive waste management requires retrievability and the choice of practical conditions for the retrievability of the waste packages may represent a significant additional constraint on repository and EBS
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designs (ANDRA, 2001). These requirements are influenced by constraints such as site characteristics, existing waste packages, mining technology, national waste inventory and operational safety.
During a repository development programme, which will typically last for several decades, stakeholder requirements are likely to change. Responding effectively to such changes will require continuous dialogue between the project team and the stakeholders and, in particular, close contact between repository designers and performance assessors. It is necessary to freeze ‘‘data’’, including design specifications, prior to conducting PA calculations, with the implication that careful management is needed to ensure clear communication of project positions, particularly on issues that may be actively evolving in response to stakeholder input.
The definition of requirements and constraints is a very important task at the early stage of disposal system design. This work is often multidisciplinary and is based on the selected safety strategy and on certain selected scenarios. The uncertainty associated with these scenarios also has to be taken into account. The systematic consideration of requirements can formalise the repository design process and help to (NEA, 2003):
Improve disposal system understanding.
Increase and maintain transparency, traceability and clarity regarding:
&the treatment of a comprehensive set of requirements
&the justification of requirements
&the verification of requirements
&design change control
Enhance successful integration of project teams and stakeholder dialogue.
Identify research needs and integrate different disciplines.
Prioritise technical developments of significant system components.
Recognise ‘‘available design space’’ and identify room for optimisation.
Preserve historical records of decisions and arguments.
The production of clear documentation is also needed to allow future generations operating the repository and after its closure to understand what was originally intended in terms of repository design and disposal.
There may be different levels of design requirements derived from a range of stakeholder needs and these design requirements and associated design constraints have to be managed in a structured fashion so that they are fulfilled in a technically feasible design. High-level regulatory requirements, such as long-term protection of man and the environment, the potential need for retrievability and long-term repository monitoring, are often expressed in legislation or in other statutory documents. Other high-level requirements may derive from the owners of the waste and host municipalities. The requirements on safeguards, retrievability and monitoring might appear to conflict with requirements for safe disposal and conflicting requirements have to be balanced in such a way that an acceptable overall safety case can be established. Methods for achieving this might include evaluating design alternatives, weighting or prioritising requirements and maintaining dialogue with stakeholders, explaining the safety strategy and being open about conflicting requirements.
Dialogue with stakeholders is needed to achieve a common understanding of the requirements and, thereby, to facilitate sensible prioritisation. Because requirements may evolve in response to events, and as increasing knowledge is gained, dialogue