Geological storage of highly radioactive waste: current concepts and plans for radioactive waste disposal
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | English |
Veröffentlicht: |
Berlin [u.a.]
Springer
2008
|
Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | XIX, 379 S. zahlr. Ill., graph. Darst. |
ISBN: | 9783540773320 3540773320 |
Internformat
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020 | |a 3540773320 |c Gb. : ca. EUR 139.05 (freier Pr.), ca. sfr 226.50 (freier Pr.) |9 3-540-77332-0 | ||
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084 | |a 550 |2 sdnb | ||
100 | 1 | |a Pusch, Roland |e Verfasser |4 aut | |
245 | 1 | 0 | |a Geological storage of highly radioactive waste |b current concepts and plans for radioactive waste disposal |c Roland Pusch |
264 | 1 | |a Berlin [u.a.] |b Springer |c 2008 | |
300 | |a XIX, 379 S. |b zahlr. Ill., graph. Darst. | ||
336 | |b txt |2 rdacontent | ||
337 | |b n |2 rdamedia | ||
338 | |b nc |2 rdacarrier | ||
650 | 4 | |a Radioactive waste disposal in the ground | |
650 | 4 | |a Radioactive waste disposal in the ground |x Risk assessment | |
650 | 0 | 7 | |a Hochradioaktiver Abfall |0 (DE-588)4160186-5 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Unterirdische Lagerung |0 (DE-588)4187003-7 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Gestein |0 (DE-588)4020734-1 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Endlagerung |0 (DE-588)4014641-8 |2 gnd |9 rswk-swf |
689 | 0 | 0 | |a Hochradioaktiver Abfall |0 (DE-588)4160186-5 |D s |
689 | 0 | 1 | |a Endlagerung |0 (DE-588)4014641-8 |D s |
689 | 0 | 2 | |a Unterirdische Lagerung |0 (DE-588)4187003-7 |D s |
689 | 0 | 3 | |a Gestein |0 (DE-588)4020734-1 |D s |
689 | 0 | |5 DE-604 | |
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999 | |a oai:aleph.bib-bvb.de:BVB01-016443824 |
Datensatz im Suchindex
_version_ | 1804137566051500032 |
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adam_text | Contents
Introduction
....................................................... 1
National
and International Work
................................... 1
Basic
Principle of
Final
Storage of Hazardous Waste
.................. 2
The CROP Project
............................................... 3
Crystalline Rock
........................................... 5
Salt Rock
................................................. 5
Argillaceous Rock and Clastic Clay
........................... 6
The Low Risk Deposition Technology Project
....................... 6
The ESDRED Project
............................................ 9
Options for Disposal of HLW
...................................... 9
References
..................................................... 11
1
The Geological Base for Developing and Assessing Concepts for
HLW Disposal
.................................................. 13
1.1
Rock Types Considered for HLW Disposal
..................... 13
1.1.1
Strain in the Shallow Earth Crust
....................... 14
1.1.2
Elements in the Earth Crust that can Affect Isolation
of Radionuclides in HLW Repositories
-
Rock Structure
.. 14
1.2
Crystalline and Argillaceous Rock
............................ 17
1.2.1
Evolution of Discontinuities
........................... 17
1.2.2
Regular or Random Structural Constitution
.............. 20
1.3
Salt Rock
................................................. 22
1.4
Clastic Clay
............................................... 24
1.5
The Importance of Scale
.................................... 25
1.5.1
Crystalline Rock
.................................... 25
1.5.2
Salt and Argillaceous Rock, and Clastic Clay
............ 27
References
..................................................... 28
2
The Rock
...................................................... 29
2.1
What is Required?
......................................... 29
2.2
Structure-Controlled Properties of Crystalline and Argillaceous
Rock
.................................................... 29
2.2.1
General
............................................ 29
Contents
2.2.2 Rock
Strength
......................................
ЗО
2.2.3
Scale Dependence of Strength and Conductivity
.......... 31
2.3
Structure-Controlled Properties of Salt Rock
and Clastic Clay
........................................... 40
2.3.1
Salt Rock
.......................................... 40
2.3.2
Clastic Clay
........................................ 40
2.4
What Role do Discontinuities Play in Repository Rock?
.......... 42
2.4.1
Excavation-Induced Disturbance
....................... 42
2.5
The Integrated Performance of Host Rock
...................... 57
2.5.1
What is Important?
.................................. 57
2.5.2
Overview of Rock Issues
............................. 57
References
..................................................... 70
Engineered Barriers and Their Interaction with Rock
.............. 71
3.1
Engineered Barriers
........................................ 71
3.2
HĽW
..................................................... 71
3.3
Canisters
................................................. 74
3.3.1
Design and Material
................................. 74
3.3.2
Physical Performance of the Presently
Proposed SKB Canister
.............................. 76
3.3.3
The HIPOW Canister
................................ 82
3.3.4
Chemical Integrity of Copper Canisters
................. 83
3.4
Clay
..................................................... 84
3.4.1
The Role of Clays in a Repository
...................... 84
3.4.2
Smectite Minerals
................................... 85
3.4.3
Microstructural Constitution of Smectite Clays
-
A Key
Issue
.............................................. 88
3.5
Buffer
.................................................... 88
3.5.1
Function
........................................... 88
3.5.2
Evolution of the Buffer
............................... 92
3.5.3
Wetting Rate of the Buffer
............................ 93
3.5.4
Mechanical Processes in the Buffer
..................... 98
3.5.5
Maturation of Buffer Submerged in Smectite Mud
........ 99
3.5.6
Modelling of Buffer Evolution
-
Conceptual Version
......102
3.5.7
Modelling of Buffer Evolution
-
The Codes
............105
3.5.8
Can One Predict with Accuracy Even the Simpliest
Process, i.e. Water Saturation, by Using the Proposed
Codes?
............................................ 109
3.5.9
How does the Predicted Buffer Performance Agree
with the Recorded?
.................................. 112
3.5.10
How do Predicted and Recorded Canister Movements
in the Clay Agree?
.................................. 117
3.5.11
Long-Term
Function of Buffer Clay
....................127
3.5.12
Impact on Buffer and Backfills of Chemical Reactions
with Other Barriers
.................................. 144
Contents xi
3.5.13
Other Processes of Importance to the Function
of Buffer Clay
...................................... 154
References
.....................................................164
4
Repository Concepts for HLW Including Spent Fuel and Waste with
Long-Lived Radionuclides
.......................................167
4.1
Major Principles of Storing HLW
.............................167
4.2
Repository Concepts
.......................................167
4.2.1
The Complete Repository
.............................167
4.2.2
Alternative Concepts
.................................170
4.3
Canisters, Buffers and Backfills
-
The Engineered Barriers
.......171
4.3.1
General Principles
...................................171
4.3.2
Canisters
...........................................171
4.3.3
Buffers
............................................171
4.3.4
Backfills
...........................................172
4.3.5
Plugs
..............................................172
4.3.6
Grouts
.............................................175
4.4
Construction and Performance of Buffers and Backfills
in Crystalline Rock
........................................180
4.4.1
The KBS-3V Concept
...............................180
4.4.2
KBS-3 V Type Concepts with More Than One Canisters
... 191
4.4.3
Wide Rooms with Arrays of Canisters
..................196
4.4.4
Inclined Deposition Holes with Single Canisters
..........196
4.4.5
Very Long Holes (KBS-3H)
...........................199
4.4.6
Assessment of the Concepts Applied to Crystalline Rock
.. 204
4.4.7
The Optimal Concept
..............................208
4.5
Construction and Performance of Buffers and Backfills
in Salt Rock
..............................................222
4.5.1
General
............................................222
4.5.2
Description of Disposal Concepts
......................222
4.5.3
Required Function of the Repository
....................226
4.5.4
Current Repository Design Principles
...................227
4.5.5
Engineered Barrier Systems
...........................229
4.5.6
Design and Construction
..............................231
4.5.7
Conceptual and Mathematical Models
..................233
4.6
Construction and Performance of Buffers and Backfills
in Argillaceous Rock
.......................................244
4.6.1
General
............................................244
4.6.2
National Concepts
...................................246
4.7
Borehole Sealing
...........................................258
4.7.1
The SKB/POSIVA Study
.............................258
4.7.2
Tight Seals
.........................................258
4.7.3
The Container Concept
.............................266
4.7.4
The
Couronne
Concept
.............................266
4.7.5
The Pellet Concept
.................................266
Contents
4.8
Stabilization of Fracture Zones in Boreholes
....................270
4.8.1
Principle
...........................................270
4.8.2
Material
...........................................270
4.8.3
Construction of Concrete Plugs in Stabilized Parts
of Boreholes
....................................... 271
References
.....................................................272
Underground Laboratories (URLs)
...............................275
5.1
Needs and Objectives
.......................................275
5.2
National Underground Laboratories in Crystalline Rock
..........276
5.2.1
General
............................................276
5.2.2
Stripa (SKB)
.......................................276
5.2.3 Äspö (SKB)........................................277
5.2.4
Grimsel
(NAGRA)
..................................278
5.2.5
Pinawa (AECL)
.....................................279
5.2.6
Onkalo (POSIVA)
...................................279
5.3
National Underground Laboratories in Salt Rock
................280
5.3.1
General
............................................280
5.3.2
Bedded Salt
........................................280
5.3.3
Domai
Salt
.........................................283
5.4
National Underground Laboratories in Argillaceous Rock
........285
5.4.1
General
............................................285
5.4.2
Research and Development
...........................286
5.4.3
Activities in URLs in Argillaceous Rock
................286
5.5
Study of Rock Properties in the URLs
.........................288
5.5.1
Rock Structure, Geohydrology and Geochemistry
.........288
5.5.2
Stability
...........................................294
5.5.3
EDZ
...............................................296
5.6
Buffer and Backfill
.........................................298
5.6.1
Preparation and Manufacturing
........................298
5.6.2
Handling and Placement
..............................299
5.7
Instrumentation and Data Acquisition
.........................302
5.7.1
What Shall be Measured?
.............................302
5.7.2
Practicalities
........................................303
5.7.3
Selection of Instruments
..............................304
5.7.4
A Real Problem
.....................................304
5.7.5
Data Acquisition Principles
...........................305
5.8
Testing
...................................................306
5.8.1
Principles
..........................................306
5.8.2
Powering
...........................................307
5.8.3
The Role of Rock as Supplier of Water for Wetting
of the Buffer
....................................... 308
5.8.4
Buffer Performance
..................................308
5.8.5
Conceptual and Theoretical Models
....................311
5.9
Plug Construction
..........................................313
Contents
5.10
Borehole Sealing
...........................................314
5.11
General Conclusions from URL Activities
.....................316
5.11.1
Rock Structure, Rock Mechanics, and Groundwater Flow
..316
5.11.2
Buffer and Backfills
.................................318
5.11.3
Practical Handling
...................................318
5.12
Monitoring of Real Repositories
..............................318
References
.....................................................319
Site Selection
...................................................321
6.1
Deep or Shallow?
..........................................321
6.2
Criteria for Locating Repositories
at Depth Crystalline Rock
...................................321
6.3
Content of Valuables
.......................................322
6.4
Mechanical Stability
........................................322
6.4.1
General
............................................322
6.4.2
Impact of Tectonics
..................................323
6.4.3
Structural Implications
...............................325
6.4.4
Block Movements
...................................326
6.4.5
Evolution of Low-Order Discontinuities
.................327
6.4.6
Energy Issues
.......................................332
6.4.7
Numerical Modelling of Large-Scale Strain
..............333
6.4.8
Impact of
Glaciation
and
Déglaciation
..................336
6.5
Salt and Argillaceous Rock
..................................343
6.6
Electrical Potentials
........................................343
6.6.1
Natural Potentials
...................................343
6.6.2
Measurements in the Near-Field
.......................344
6.6.3
Impact on Buffer
....................................344
6.6.4
Impact of Rock Structure
.............................344
6.7
Practical Examples
.........................................345
6.7.1
Cystalline Rock
.....................................345
6.7.2
Argillaceous Rock, Salt Rock and Clastic Clay
...........347
6.7.3
Electrical Fields
.....................................348
6.8
The Ideal Location of a Repository
...........................349
6.9
Mine Repositories
..........................................350
6.9.1
General
............................................350
6.9.2
Combined Mining and HLW Deposition
................353
References
.....................................................353
Risk Assessment
................................................357
7.1
General
..................................................357
7.2
Required Performance of the Repository
.......................358
7.2.1
Sweden
............................................358
7.2.2
Switzerland
.........................................360
7.2.3
Belgium
...........................................362
7.3
Current Repository Design Principles
.........................363
xiv Contents
7.3.1
Repositories in Crystalline and Argillaceous Rock
........363
7.3.2
Repositories in Salt Rock
.............................363
7.3.3
Repositories in Clastic Clay
...........................364
7.4
Design Requirements Related to Safety
........................364
7.4.1
EBS
...............................................364
7.4.2
Design Requirements Related to the Assessment
of
Long-Term
Radiological Safety
..................... 365
7.4.3
Design Requirements Related to Safety During
the Operational Phase
...............................366
7.4.4
Design Requirements Related to Criticality
..............366
7.4.5
Design Requirements Related to Non-radiological
Environmental Impact
............................... 366
7.4.6
Design Requirements Related to Flexibility
..............366
7.4.7
Design Requirements Related to Retrievability of the Waste
367
7.4.8
Design Requirements Related to Technical Feasibility
.....367
References
.....................................................367
Index
.............................................................369
|
adam_txt |
Contents
Introduction
. 1
National
and International Work
. 1
Basic
Principle of
Final
Storage of Hazardous Waste
. 2
The CROP Project
. 3
Crystalline Rock
. 5
Salt Rock
. 5
Argillaceous Rock and Clastic Clay
. 6
The Low Risk Deposition Technology Project
. 6
The ESDRED Project
. 9
Options for Disposal of HLW
. 9
References
. 11
1
The Geological Base for Developing and Assessing Concepts for
HLW Disposal
. 13
1.1
Rock Types Considered for HLW Disposal
. 13
1.1.1
Strain in the Shallow Earth Crust
. 14
1.1.2
Elements in the Earth Crust that can Affect Isolation
of Radionuclides in HLW Repositories
-
Rock Structure
. 14
1.2
Crystalline and Argillaceous Rock
. 17
1.2.1
Evolution of Discontinuities
. 17
1.2.2
Regular or Random Structural Constitution
. 20
1.3
Salt Rock
. 22
1.4
Clastic Clay
. 24
1.5
The Importance of Scale
. 25
1.5.1
Crystalline Rock
. 25
1.5.2
Salt and Argillaceous Rock, and Clastic Clay
. 27
References
. 28
2
The Rock
. 29
2.1
What is Required?
. 29
2.2
Structure-Controlled Properties of Crystalline and Argillaceous
Rock
. 29
2.2.1
General
. 29
Contents
2.2.2 Rock
Strength
.
ЗО
2.2.3
Scale Dependence of Strength and Conductivity
. 31
2.3
Structure-Controlled Properties of Salt Rock
and Clastic Clay
. 40
2.3.1
Salt Rock
. 40
2.3.2
Clastic Clay
. 40
2.4
What Role do Discontinuities Play in Repository Rock?
. 42
2.4.1
Excavation-Induced Disturbance
. 42
2.5
The Integrated Performance of Host Rock
. 57
2.5.1
What is Important?
. 57
2.5.2
Overview of Rock Issues
. 57
References
. 70
Engineered Barriers and Their Interaction with Rock
. 71
3.1
Engineered Barriers
. 71
3.2
HĽW
. 71
3.3
Canisters
. 74
3.3.1
Design and Material
. 74
3.3.2
Physical Performance of the Presently
Proposed SKB Canister
. 76
3.3.3
The HIPOW Canister
. 82
3.3.4
Chemical Integrity of Copper Canisters
. 83
3.4
Clay
. 84
3.4.1
The Role of Clays in a Repository
. 84
3.4.2
Smectite Minerals
. 85
3.4.3
Microstructural Constitution of Smectite Clays
-
A Key
Issue
. 88
3.5
Buffer
. 88
3.5.1
Function
. 88
3.5.2
Evolution of the Buffer
. 92
3.5.3
Wetting Rate of the Buffer
. 93
3.5.4
Mechanical Processes in the Buffer
. 98
3.5.5
Maturation of Buffer Submerged in Smectite Mud
. 99
3.5.6
Modelling of Buffer Evolution
-
Conceptual Version
.102
3.5.7
Modelling of Buffer Evolution
-
The "Codes"
.105
3.5.8
Can One Predict with Accuracy Even the Simpliest
Process, i.e. Water Saturation, by Using the Proposed
Codes?
. 109
3.5.9
How does the Predicted Buffer Performance Agree
with the Recorded?
. 112
3.5.10
How do Predicted and Recorded Canister Movements
in the Clay Agree?
. 117
3.5.11
Long-Term
Function of Buffer Clay
.127
3.5.12
Impact on Buffer and Backfills of Chemical Reactions
with Other Barriers
. 144
Contents xi
3.5.13
Other Processes of Importance to the Function
of Buffer Clay
. 154
References
.164
4
Repository Concepts for HLW Including Spent Fuel and Waste with
Long-Lived Radionuclides
.167
4.1
Major Principles of Storing HLW
.167
4.2
Repository Concepts
.167
4.2.1
The Complete Repository
.167
4.2.2
Alternative Concepts
.170
4.3
Canisters, Buffers and Backfills
-
The Engineered Barriers
.171
4.3.1
General Principles
.171
4.3.2
Canisters
.171
4.3.3
Buffers
.171
4.3.4
Backfills
.172
4.3.5
Plugs
.172
4.3.6
Grouts
.175
4.4
Construction and Performance of Buffers and Backfills
in Crystalline Rock
.180
4.4.1
The KBS-3V Concept
.180
4.4.2
KBS-3 V Type Concepts with More Than One Canisters
. 191
4.4.3
Wide Rooms with Arrays of Canisters
.196
4.4.4
Inclined Deposition Holes with Single Canisters
.196
4.4.5
Very Long Holes (KBS-3H)
.199
4.4.6
Assessment of the Concepts Applied to Crystalline Rock
. 204
4.4.7
The "Optimal" Concept
.208
4.5
Construction and Performance of Buffers and Backfills
in Salt Rock
.222
4.5.1
General
.222
4.5.2
Description of Disposal Concepts
.222
4.5.3
Required Function of the Repository
.226
4.5.4
Current Repository Design Principles
.227
4.5.5
Engineered Barrier Systems
.229
4.5.6
Design and Construction
.231
4.5.7
Conceptual and Mathematical Models
.233
4.6
Construction and Performance of Buffers and Backfills
in Argillaceous Rock
.244
4.6.1
General
.244
4.6.2
National Concepts
.246
4.7
Borehole Sealing
.258
4.7.1
The SKB/POSIVA Study
.258
4.7.2
Tight Seals
.258
4.7.3
The "Container" Concept
.266
4.7.4
The
"Couronne"
Concept
.266
4.7.5
The "Pellet" Concept
.266
Contents
4.8
Stabilization of Fracture Zones in Boreholes
.270
4.8.1
Principle
.270
4.8.2
Material
.270
4.8.3
Construction of Concrete Plugs in Stabilized Parts
of Boreholes
. 271
References
.272
Underground Laboratories (URLs)
.275
5.1
Needs and Objectives
.275
5.2
National Underground Laboratories in Crystalline Rock
.276
5.2.1
General
.276
5.2.2
Stripa (SKB)
.276
5.2.3 Äspö (SKB).277
5.2.4
Grimsel
(NAGRA)
.278
5.2.5
Pinawa (AECL)
.279
5.2.6
Onkalo (POSIVA)
.279
5.3
National Underground Laboratories in Salt Rock
.280
5.3.1
General
.280
5.3.2
Bedded Salt
.280
5.3.3
Domai
Salt
.283
5.4
National Underground Laboratories in Argillaceous Rock
.285
5.4.1
General
.285
5.4.2
Research and Development
.286
5.4.3
Activities in URLs in Argillaceous Rock
.286
5.5
Study of Rock Properties in the URLs
.288
5.5.1
Rock Structure, Geohydrology and Geochemistry
.288
5.5.2
Stability
.294
5.5.3
EDZ
.296
5.6
Buffer and Backfill
.298
5.6.1
Preparation and Manufacturing
.298
5.6.2
Handling and Placement
.299
5.7
Instrumentation and Data Acquisition
.302
5.7.1
What Shall be Measured?
.302
5.7.2
Practicalities
.303
5.7.3
Selection of Instruments
.304
5.7.4
A Real Problem
.304
5.7.5
Data Acquisition Principles
.305
5.8
Testing
.306
5.8.1
Principles
.306
5.8.2
Powering
.307
5.8.3
The Role of Rock as Supplier of Water for Wetting
of the Buffer
. 308
5.8.4
Buffer Performance
.308
5.8.5
Conceptual and Theoretical Models
.311
5.9
Plug Construction
.313
Contents
5.10
Borehole Sealing
.314
5.11
General Conclusions from URL Activities
.316
5.11.1
Rock Structure, Rock Mechanics, and Groundwater Flow
.316
5.11.2
Buffer and Backfills
.318
5.11.3
Practical Handling
.318
5.12
Monitoring of Real Repositories
.318
References
.319
Site Selection
.321
6.1
Deep or Shallow?
.321
6.2
Criteria for Locating Repositories
at Depth Crystalline Rock
.321
6.3
Content of Valuables
.322
6.4
Mechanical Stability
.322
6.4.1
General
.322
6.4.2
Impact of Tectonics
.323
6.4.3
Structural Implications
.325
6.4.4
Block Movements
.326
6.4.5
Evolution of Low-Order Discontinuities
.327
6.4.6
Energy Issues
.332
6.4.7
Numerical Modelling of Large-Scale Strain
.333
6.4.8
Impact of
Glaciation
and
Déglaciation
.336
6.5
Salt and Argillaceous Rock
.343
6.6
Electrical Potentials
.343
6.6.1
Natural Potentials
.343
6.6.2
Measurements in the Near-Field
.344
6.6.3
Impact on Buffer
.344
6.6.4
Impact of Rock Structure
.344
6.7
Practical Examples
.345
6.7.1
Cystalline Rock
.345
6.7.2
Argillaceous Rock, Salt Rock and Clastic Clay
.347
6.7.3
Electrical Fields
.348
6.8
The Ideal Location of a Repository
.349
6.9
Mine Repositories
.350
6.9.1
General
.350
6.9.2
Combined Mining and HLW Deposition
.353
References
.353
Risk Assessment
.357
7.1
General
.357
7.2
Required Performance of the Repository
.358
7.2.1
Sweden
.358
7.2.2
Switzerland
.360
7.2.3
Belgium
.362
7.3
Current Repository Design Principles
.363
xiv Contents
7.3.1
Repositories in Crystalline and Argillaceous Rock
.363
7.3.2
Repositories in Salt Rock
.363
7.3.3
Repositories in Clastic Clay
.364
7.4
Design Requirements Related to Safety
.364
7.4.1
EBS
.364
7.4.2
Design Requirements Related to the Assessment
of
Long-Term
Radiological Safety
. 365
7.4.3
Design Requirements Related to Safety During
the Operational Phase
.366
7.4.4
Design Requirements Related to Criticality
.366
7.4.5
Design Requirements Related to Non-radiological
Environmental Impact
. 366
7.4.6
Design Requirements Related to Flexibility
.366
7.4.7
Design Requirements Related to Retrievability of the Waste
367
7.4.8
Design Requirements Related to Technical Feasibility
.367
References
.367
Index
.369 |
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author | Pusch, Roland |
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dewey-search | 621.4838 |
dewey-sort | 3621.4838 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Geologie / Paläontologie Energietechnik Geographie |
discipline_str_mv | Geologie / Paläontologie Energietechnik Geographie |
format | Book |
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id | DE-604.BV023258585 |
illustrated | Illustrated |
index_date | 2024-07-02T20:30:56Z |
indexdate | 2024-07-09T21:14:19Z |
institution | BVB |
isbn | 9783540773320 3540773320 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-016443824 |
oclc_num | 212432116 |
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owner_facet | DE-355 DE-BY-UBR DE-83 DE-19 DE-BY-UBM |
physical | XIX, 379 S. zahlr. Ill., graph. Darst. |
publishDate | 2008 |
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spelling | Pusch, Roland Verfasser aut Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal Roland Pusch Berlin [u.a.] Springer 2008 XIX, 379 S. zahlr. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Radioactive waste disposal in the ground Radioactive waste disposal in the ground Risk assessment Hochradioaktiver Abfall (DE-588)4160186-5 gnd rswk-swf Unterirdische Lagerung (DE-588)4187003-7 gnd rswk-swf Gestein (DE-588)4020734-1 gnd rswk-swf Endlagerung (DE-588)4014641-8 gnd rswk-swf Hochradioaktiver Abfall (DE-588)4160186-5 s Endlagerung (DE-588)4014641-8 s Unterirdische Lagerung (DE-588)4187003-7 s Gestein (DE-588)4020734-1 s DE-604 Digitalisierung UB Regensburg application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016443824&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Pusch, Roland Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal Radioactive waste disposal in the ground Radioactive waste disposal in the ground Risk assessment Hochradioaktiver Abfall (DE-588)4160186-5 gnd Unterirdische Lagerung (DE-588)4187003-7 gnd Gestein (DE-588)4020734-1 gnd Endlagerung (DE-588)4014641-8 gnd |
subject_GND | (DE-588)4160186-5 (DE-588)4187003-7 (DE-588)4020734-1 (DE-588)4014641-8 |
title | Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal |
title_auth | Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal |
title_exact_search | Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal |
title_exact_search_txtP | Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal |
title_full | Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal Roland Pusch |
title_fullStr | Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal Roland Pusch |
title_full_unstemmed | Geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal Roland Pusch |
title_short | Geological storage of highly radioactive waste |
title_sort | geological storage of highly radioactive waste current concepts and plans for radioactive waste disposal |
title_sub | current concepts and plans for radioactive waste disposal |
topic | Radioactive waste disposal in the ground Radioactive waste disposal in the ground Risk assessment Hochradioaktiver Abfall (DE-588)4160186-5 gnd Unterirdische Lagerung (DE-588)4187003-7 gnd Gestein (DE-588)4020734-1 gnd Endlagerung (DE-588)4014641-8 gnd |
topic_facet | Radioactive waste disposal in the ground Radioactive waste disposal in the ground Risk assessment Hochradioaktiver Abfall Unterirdische Lagerung Gestein Endlagerung |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016443824&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
work_keys_str_mv | AT puschroland geologicalstorageofhighlyradioactivewastecurrentconceptsandplansforradioactivewastedisposal |