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RD&D-Programme 2004 - SKB

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Conclusions in RD&D 2001 and its review<br />

Kasam thinks it is gratifying that <strong>SKB</strong> is conducting research on wetting and temperature<br />

differences in the buffer with subsequent heat transport as a function of time and water quality.<br />

SSI comments that <strong>SKB</strong> should give an account of how initial defects and the short-term<br />

evolution of the buffer in the resaturation phase can influence the long-term performance of<br />

the repository and to what extent the experiments at the Äspö HRL might be expected to yield<br />

answers to these questions.<br />

SKI finds that an urgent issue in this context is the resaturation phase for both the buffer and<br />

the backfill, for which the experiments at the Äspö HRL play an important role. <strong>SKB</strong> needs to<br />

clarify the expectations on the experiments and the evaluation criteria that will be used.<br />

SKI considers it doubtful whether there will be time to finish the remaining work by the<br />

scheduled time for repository licensing and points out that validated models for combined<br />

heat and water transport in unsaturated buffer remain to be developed.<br />

Newfound knowledge since RD&D 2001<br />

Model studies<br />

An integrated model for simulation of unsaturated coupled THM processes has previously been<br />

developed and applied to the finite element code Abaqus. This model has proved less sufficient<br />

for certain applications. Formation, condensation and transport of water vapour cannot be<br />

modelled in a physically correct manner, nor can the pressure effects of generated or trapped<br />

gas. Both water vapour and other gases are of importance for heat transport and water saturation.<br />

For simple and idealized conditions, for example if the possibility that water vapour may leave<br />

the buffer to condense in the backfill is not taken into consideration, it was possible to simulate<br />

the effects of temperature-driven vapour transport fairly well with the calculation models<br />

previously used without explicitly modelling the vapour phase. Effects of other gases could<br />

not, however, be taken into account.<br />

Inventory, evaluation and use of alternative calculation models has therefore been done. The<br />

codes that have been tested are Compass, which was developed at the University of Wales in<br />

Cardiff, and Code Bright, which was developed at UPC, Universidad Politécnica de Cataluñya,<br />

in Barcelona. In these codes, the effect of negative pore pressure on the stress state (and thereby<br />

the hydromechanical processes) can furthermore be handled according to modern models for<br />

unsaturated soil materials.<br />

As a result of the evaluation, Code Bright has been chosen and adapted to <strong>SKB</strong>’s buffer<br />

material. Code Bright has been developed specially for analysis of THM processes in porous,<br />

unsaturated materials. A study of the water saturation process in KBS-3V has been carried out<br />

and the results reported /17-13/. The results showed that the area between canister and rock<br />

wall becomes saturated with water in two to four years, provided there is a supply of water<br />

at atmospheric pressure in the buffer-rock transition. To be able to fully take into account all<br />

aspects of the water saturation process, however, it is necessary to consider not only those<br />

aspects that have to do with T-H couplings, gas movement and vapour diffusion, but also the<br />

hydromechanical aspects.<br />

The new model has been applied to the TBT test at the Äspö HRL. The TBT test is being<br />

conducted by Andra with <strong>SKB</strong> as the organizing and executive partner and concerns THM<br />

processes at high temperatures (over 130°C). The new model produces physically realistic<br />

results, including considerable vaporization and drying-out at the hot canister edge, vapour<br />

diffusion in the direction of the thermal gradient and condensation in colder parts of the buffer.<br />

The measurement results that are gradually emerging confirm the relevance of the model /17-14,<br />

17-15/. The effect of the dry air that is present from the start in the pore system and in joints and<br />

gaps is not quite clear, since it has not been possible to rule out the possibility that some of the<br />

dry air might have leaked out from the experiment.<br />

212 RD&D-<strong>Programme</strong> <strong>2004</strong>

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