High level radioactive waste (HLW) disposal : a global challenge
著者
書誌事項
High level radioactive waste (HLW) disposal : a global challenge
WIT Press, c2011
- : hard
- タイトル別名
-
High level radioactive waste disposal : a global challenge
大学図書館所蔵 全2件
  青森
  岩手
  宮城
  秋田
  山形
  福島
  茨城
  栃木
  群馬
  埼玉
  千葉
  東京
  神奈川
  新潟
  富山
  石川
  福井
  山梨
  長野
  岐阜
  静岡
  愛知
  三重
  滋賀
  京都
  大阪
  兵庫
  奈良
  和歌山
  鳥取
  島根
  岡山
  広島
  山口
  徳島
  香川
  愛媛
  高知
  福岡
  佐賀
  長崎
  熊本
  大分
  宮崎
  鹿児島
  沖縄
  韓国
  中国
  タイ
  イギリス
  ドイツ
  スイス
  フランス
  ベルギー
  オランダ
  スウェーデン
  ノルウェー
  アメリカ
注記
Includes bibliographical references
内容説明・目次
内容説明
This book describes all the techniques and procedures required for designing and constructing a repository for hazardous waste and for assessing its function in short- and long-term perspectives. It provides new aspects on disposal of such waste, especially HLW, by making it clear that, in contrast to the common belief that the rock itself it an effective barrier to the transport of contaminants like radionuclides, tectonics and long-term changes in the rock structure will make it serve only as a 'mechanical support to the chemical apparatus', while effective retention of the hazardous elements is solely provided by properly designed and manufactured containers ('canisters'). This brings the longevity of the containers in to focus, which in turn, requires that all degrading physics/chemical processes are considered. This occupies a considerable part of the book.
目次
- Contents Chapter 1 Introduction Highly radioactive waste
- Radioactivity
- Heat production
- National and international work
- Principles for disposal of HLW, operational time, depths
- The multiple barrier principle
- Operational time
- Depth
- State-of art assessment of rock types for disposal of HLW
- Crystalline rock
- Argillaceous rock including clastic clay
- Salt rock
- Options for HLW disposal Chapter 2 Geological basis What is the role of the host rock for the performance of an HLW repository?
- Rock types considered for HLW disposal
- Crystalline rock
- Argillaceous rock
- Salt rock
- Rock structure
- Definitions
- Categorization of structural elements
- Constitution and evolution of the shallow earth crust - the far field
- Origin of small-scale discontinuities
- Evolution of large-scale rock structure
- Impact of earthquakes and glaciation on the large-scale rock structure and hydraulic performance
- Near-field rock
- Roles with respect to the function of engineered barriers
- Impact of repository construction on the performance of the near-field rock
- Impact of deposition holes on the performance of the surrounding rock
- Impact on the rock by boring and blasting tunnels and holes - EDZ
- The constitution of different rock types hosting repositories
- Crystalline rock
- Salt and argillaceous rock, and clastic clay Chapter 3 Engineered barriers How is release of radionuclides hindered?
- HLW
- Canisters
- Design and material
- Canister longevity
- Buffer
- The role of clays in a repository
- Smectite minerals
- Hydrated smectite minerals
- Maturation of the buffer
- The hydraulic conductivity of smectite clays
- The gas conductivity of smectite clays
- The ion diffusion capacity of smectite clays
- The stress/strain properties of smectite clays Chapter 4 Performance of barriers Which are the most important functions of the barriers?
- What impact does the confining rock have on the engineered barriers?
- Tectonic impact
- Structural implications for earthquakes and large rock strain
- Numerical modelling of large-scale strain
- Numerical modelling of small-scale strain
- Near-field stability issues
- Time-dependent strain
- Impact of glaciation on repository rock
- Canister performance
- General
- Performance of buffer clay
- Hydraulic conductivity
- Accuracy
- Expandability Chapter 5 Long-term performance of the engineered barriers Canisters
- Buffer
- Conceptual model of the evolution of the buffer
- Maturation of the SKB buffer
- Theoretical modelling of buffer maturation
- Modelling of buffer evolution - the "Codes"
- Accuracy of thermo-hydro-mechanical-chemical (THMC) prediction
- Anomalies caused by instrumentation
- Changes in buffer constitution and properties by hydrothermal processes
- Basic
- Natural analogues
- THMC laboratory tests
- Tentative conclusions
- Modelling of conversion of smectite to non-expanding minerals
- Conclusive remarks concerning mineralogical changes in buffer clay
- Rheological issues
- Impact of physical processes on the buffer performance Chapter 6 Repository concepts for HLW Principles
- Crystalline rock
- General
- SKB's concept KBS-3V
- Closing the repository
- Borehole plugging
- SKB's concept KBS-3H
- Other concepts
- Argillaceous rock
- General
- Examples of national concepts
- Salt rock
- General
- Description of disposal concepts
- Function of the repository
- Detailed design principles
- Performance
- Repositories in crystalline and argillaceous rock
- Repositories in salt rock
- Sealing of deep boreholes
- The SKB/POSIVA study
- Tight seals Chapter 7Alternative concepts General
- Canisters
- Identified risks
- The HIPOW canister
- Buffer
- Criteria set for safe function of the buffer
- Identified risks for SKB type concepts
- Historical overview
- Buffer candidates
- Longevity
- Impact of erosion on the buffer
- Stiffening, an issue of fundamental importance for the ultimate selection of a suitable candidate buffer
- Ranking of candidate buffers
- Buffer blocks
- Other buffer components, backfills
- Buffer geometry issues
- Alternative orientation of deposition holes
- Backfilling of tunnels and rooms with no waste
- Drainage conditions
- Materials and placement of earthen backfills Chapter 8 Risk assessment and challenges General
- Performance assessment of the repository
- Assessed scenarios
- Retrievability and monitoring
- Risk constraint of exposure
- Current repository design and risk issues
- Repositories in crystalline and argillaceous rock
- Repositories in salt rock
- Repositories in clastic clay
- Design requirements related to safety
- Containment of radionuclides
- Long-term radiological safety
- Safety in the operational phase
- Criticality
- Non-radiological environmental impact
- Flexibility
- Retrievability of the waste
- Technical feasibility Chapter 9 Concluding remarks Lessons learned and potential areas for improvement
- General
- Construction phase
- Operation phase
- Transient phase
- Long term phase
- Final comment
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