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RD&D-Programme 2004 - SKB

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4.7 Design of the deep repository<br />

The current reference design of the deep repository is based on generic data on Swedish bedrock<br />

at a depth of 400–700 metres. The layout is general and will now be adapted to conditions on<br />

the sites in the municipalities of Oskarshamn and Östhammar where site investigations are<br />

being conducted. In the continued work we will study how different repository designs and<br />

different buffer and backfill materials affect safety and the external environment on the sites to<br />

be investigated.<br />

The barriers can also be given different dimensions, and deposition depth and layout can vary.<br />

<strong>SKB</strong> wishes to preserve freedom of choice for as long as possible, since this provides greater<br />

flexibility and makes it possible to make use of the latest technical and scientific advances. The<br />

design work is being pursued stepwise in accordance with a model developed for the nuclear<br />

power plants and <strong>SKB</strong>’s existing facilities Clab and SFR. The design process is based on the<br />

above-mentioned technology development and is being coordinated with the results from the<br />

site investigations, the EIA work and the safety assessments and system analyses. The programme<br />

for design is presented in its entirety in Chapter 11.<br />

4.8 Long-term observations<br />

The deep repository will be designed so that it is safe even without monitoring or maintenance.<br />

However, this requires long-term observations and measurements to gain a better scientific<br />

understanding of the site and the repository. With this in mind, <strong>SKB</strong> has drawn up guidelines<br />

for conducting long-term observations during the site investigation, construction and operating<br />

phases. Requirements on fissile material controls (safeguards) and on physical protection of<br />

such materials are tough. Work is being pursued internationally to define the requirements on<br />

the post-closure safeguards system for a closed geological repository. When <strong>SKB</strong> designs the<br />

deep repository, we will do so with a view towards the requirements and viewpoints of the<br />

supervisory authorities as regards safeguards and physical protection. Chapter 12 deals with<br />

long-term observations and monitoring.<br />

RD&D-<strong>Programme</strong> <strong>2004</strong> 43

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