Conceptual uncertainties in modelling the interaction between engineered and natural barriers of nuclear waste repositories in crystalline rocks

Author:

Finsterle S.1ORCID,Lanyon B.2,Åkesson M.3,Baxter S.4ORCID,Bergström M.5,Bockgård N.5,Dershowitz W.6ORCID,Dessirier B.78ORCID,Frampton A.7ORCID,Fransson Å.9,Gens A.10,Gylling B.11,Hančilová I.12,Holton D.4,Jarsjö J.7ORCID,Kim J.-S.13ORCID,Kröhn K.-P.14,Malmberg D.3ORCID,Pulkkanen V. M.15,Sawada A.16,Sjöland A.11,Svensson U.17,Vidstrand P.11,Viswanathan H.18

Affiliation:

1. Finsterle GeoConsulting, 315 Vassar Avenue, Kensington, CA 94708, USA

2. Fracture Systems Ltd, St Ives, Cornwall, UK

3. Clay Technology AB, IDEON Science Park, S-223 70 Lund, Sweden

4. Wood, Didcot, UK

5. Golder Associates AB, Stockholm, Sweden

6. Golder Associates Inc., Redmond, Washington, USA

7. Department of Physical Geography, Stockholm University, 10691 Stockholm, Sweden

8. Department of Earth Sciences, Uppsala University, Villavägen 16, 752 36, Uppsala, Sweden

9. Chalmers University of Technology, Gothenburg, Sweden

10. Universitat Politecnica de Catalunya (nsUPC), Barcelona, Spain

11. Svensk Kärnbränslehantering AB (SKB), Solna, Sweden

12. Technical University of Liberec, Liberec, Czech Republic

13. Korea Atomic Energy Research Institute, Daejeon, Korea

14. Gesellschaft für Anlagen- und Reaktorsicherheit gGmbH, Braunschweig, Germany

15. VTT Technical Research Centre of Finland Ltd, Kivimiehentie 3, 02150 Espoo, Finland

16. Japan Atomic Energy Agency, 4-33, Muramatsu, Tokai-mura, Ibaraki 319-1194, Japan

17. Computer-aided Fluid Engineering AB, Frankes väg 3, S-371 65, Lyckeby, Sweden

18. Los Alamos National Laboratory, Los Alamos, NM, USA

Abstract

AbstractNuclear waste disposal in geological formations relies on a multi-barrier concept that includes engineered components – which, in many cases, include a bentonite buffer surrounding waste packages – and the host rock. Contrasts in materials, together with gradients across the interface between the engineered and natural barriers, lead to complex interactions between these two subsystems. Numerical modelling, combined with monitoring and testing data, can be used to improve our overall understanding of rock–bentonite interactions and to predict the performance of this coupled system. Although established methods exist to examine the prediction uncertainties due to uncertainties in the input parameters, the impact of conceptual model decisions on the quantitative and qualitative modelling results is more difficult to assess. A Swedish Nuclear Fuel and Waste Management Company Task Force project facilitated such an assessment. In this project, 11 teams used different conceptualizations and modelling tools to analyse the Bentonite Rock Interaction Experiment (BRIE) conducted at the Äspö Hard Rock Laboratory in Sweden. The exercise showed that prior system understanding along with the features implemented in the available simulators affect the processes included in the conceptual model. For some of these features, sufficient characterization data are available to obtain defensible results and interpretations, whereas others are less supported. The exercise also helped to identify the conceptual uncertainties that led to different assessments of the relative importance of the engineered and natural barrier subsystems. The range of predicted bentonite wetting times encompassed by the ensemble results were considerably larger than the ranges derived from individual models. This is a consequence of conceptual uncertainties, demonstrating the relevance of using a multi-model approach involving alternative conceptualizations.

Publisher

Geological Society of London

Subject

Geology,Ocean Engineering,Water Science and Technology

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