1 INTRODUCTION In the 1970s, the problem of the disposal of high-level nuclear waste, produced by Canadian nuclear reactors, was receiving increasing attention (Aikens et al. 1977). From the onset, and to the present, the preferred solution was placing the spent fuel bundles at a single (central) site somewhere in the Canadian Shield, at a depth of several hundred metres (Aiken et al. 1977; Tammemagi et al. 1977; AECL 1994; OHN 1994; NWMO 2005). Although different types of rock were considered, including limestone and shale, a large body of homogeneous granite was almost invariably viewed as being the most suitable as a repository. If adopted, the central-site concept would require major excavation of rock (site) and the transport of about 3.6 million spent fuel bundles from the reactors located in Ontario, Quebec and New Brunswick, to the central repository (Table 1). In the "Adaptive Phased Management" proposal of NWMO (2005), the fuel bundles would initially be placed at a depth of 50 m and later moved to a depth of several hundred metres, or returned to the surface for reprocessing.
Table 1. Estimates of future accumulated number of spent nuclear fuel bundles (thousands of bundles)
Display large image of Table 1
2 During the past three and a half decades, several changes have occurred in Canada and abroad that call for a re-examination of the nuclear waste problem and a critical evaluation of the central-site concept. These changes are as follows:
3 In addition, there is the troubling question of how many human injuries and deaths will occur during the transport and mining operations that form an integral part of the central-site solution. With regard to transport, deaths and injuries have decreased on Canadian roads since 1986 (by a factor of 0.75), but the numbers themselves remain high at 3,000 deaths and 211,000 injuries a year (TC 2005, 2006). Although the 18 million kilometres of truck travel calculated above are relatively small, accidents involving the transport trucks will certainly occur in the projected 20-year period. Accidents involving trains are not as common, but if rail transport is used, some injuries must be expected. With regard to rock excavation at the central site, adverse health effects (e.g. silicosis) and injuries or fatalities (from rock bursts and other accidents) are predictable. Members of AECL (1994) have estimated a maximum of 2590 injuries and 12 deaths during 64 years of construction, operation, and decommissioning. Thus some consideration should be given to possible solutions to the waste problem that require very little transport of the waste and no conventional mining operations.
THE MULTI-REPOSITORY, NEAR-REACTOR MODEL
4 In a multi-repository, near-reactor model, large-diameter boreholes are drilled from surface to a depth of 150 m, spent-fuel bundles are placed in metal containers (canisters), and the containers are lowered into the bore-holes that are then capped and sealed.
5 Consider, for example, the construction of a repository near the Pickering generating station, 32 km east of Toronto (Table 1). A drill hole at the town of Pickering (OGS-83-3, elevation 89.7m) encountered near-horizontal beds of Ordovician limestone and shale as follows (Johnson 1983):
6 Following the selection of a suitable site, preferably less than 1 km from the generating station, a borehole 1.5 m in diameter is drilled to a depth of 150 m. Prior to drilling, groundwater is withdrawn to depress the water table, if necessary. The borehole is lined with metal tubing, and the space between the lining and the wall is filled with fine aggregate (sand) concrete, which also acts as a grouting material. Note that, unlike conventional shaft-sinking procedures, the drilling operation produces few (unwanted) fractures. The repository will extend from 50 to 150 m, and will occur within limestone and minor shale (see above).
7 Different sizes of corrosion-resistant metal containers can be designed, but the one proposed here is a hexagonal prism, 1.2 m in diameter and 2.0 m high; this will take 360 fuel bundles (each 10 cm in diameter and 0.5 m long) in a honey-comb configuration. Fifty of these containers (a total of 18,000 bundles) are lowered into the borehole to form a cylindrical repository. Spaces between fuel bundles in the containers and between the containers and the steel liner are filled with finely ground cuttings (limestone and shale fragments brought to the surface during the drilling operation); lime (CaO) could be added, which reacts with water to form Ca(OH)2. In 2014, approximately 807,000 waste-fuel bundles will have been produced at Pickering (Table 1) and these will require about 45 repositories, constructed sequentially in groups of 12. The grid could be squared or hexagonal. The repositories, when separated at 100 m intervals to facilitate heat loss, will form an array beneath a surface area of 0.40 km². Sensors placed underground would monitor temperature, groundwater flow, and radioactivity. Retrieval of the waste containers, if necessary, would be a relatively simple matter. By increasing the diameter of the boreholes, fewer would be needed; indeed, many variations of the above scenario are possible.
8 Most of the other nuclear generating stations are underlain by rocks similar to those beneath Pickering. At the Darlington generating station 30 km to the east, the same rock formations are present and it may be possible to form a single repository array somewhere between the two stations. At the Bruce generating station (on the shore of Lake Huron), the underlying rock, consists of gently dipping Upper Silurian and Lower Devon-ian limestone (mainly dolomitic limestone) and minor sandstone to a depth of 300 m; Precambrian rocks lie at a depth of nearly 1100 m (Johnson et al. 1992). The Gentilly generating station, east of Trois-Rivières in Quebec, is situated on Upper Ordovician shale and limestone (Dresser and Denis 1944).
9 However, the Point Lepreau station, in New Brunswick, is situated on Triassic sandstone and conglomerate; limestone is rare within 30 km of the generating station but several varieties of granitic rock occur (McLeod et al. 1994). At Chalk River and Whiteshell, in Ontario and Manitoba respectively, granitoid rocks are also present (Douglas 1970) but the numbers of spent fuel bundles in temporary storage are low relative to the other generating stations (Table 1). Drilling large-diameter boreholes in granitoid rocks is not as easy as it is in limestone but it can be done.
10 The view that a nuclear waste repository must necessarily lie at a depth of several hundred metres, rather than at 3000 m (the deepest mines) or at 100 m (the present proposal), is questionable. It is generally agreed that storing the fuel bundles at the Earth’s surface or in unconsolidated sediment is not acceptable. However, it is not clear why a depth of some 800 m is required or why all of the waste must be stored at a single site.
11 One argument for deep burial is that after 100,000 years, the time needed for radioactivity to decrease from 1016 to 10 9 Bq/kg of uranium (Wiles 2002), comparable to that of uranium ore, erosion could expose the fuel bundles. However, the rate of erosion in regions of low to moderate elevation and low relief (e.g. the Mississippi basin) is only 1 m/100,000 years (Holmes 1965) and the repositories described here, extending from 50 to 150 m would certainly not be exposed until much later.
12 Another consideration is that fuel bundles will come in contact with groundwater, which in rock moves principally along fractures. Few studies of fracture density as a function of depth are available, but Stone et al. (1989) have shown that in one 1,200 m borehole in granite, the fracture density remains nearly constant to 1,000 m, and then increases. Although, in general, groundwater flux is expected to decrease with depth (Cherry and Gale 1979), data from deep mines indicate that much variation exists in the amount of water that must be pumped to the surface to keep the mines dry. Moreover, in view of changes in climate, groundwater systems can be expected to change with time, and a repository site that is relatively dry and favourable today, need not be so 1,000 years from now. In the repositories that are proposed here, the uranium oxide pellets are surrounded by seven barriers, and it seems highly unlikely that appreciable groundwater would penetrate all of these barriers in 100,000 years. But in view of the very small size of the water molecule, some penetration by diffusion should be entirely acceptable, regardless of burial depth, in conformity with the laws of thermodynamics.
13 There is also the question of heat flow from spent fuel into the barriers and into the wall rock. Franklin and Dusseault (1991) have noted that in a deep repository, fuel bundles, barriers, and wall rock could be heated to temperatures as high as 230° C. Given that the rates of chemical transformations, including diffusion, increase rapidly with an increase in temperature, considerable damage to the repository systems can be expected. At a depth of 100 m, release of heat would occur more readily, and could, to some extent, be controlled and utilized.
CONCLUSION
14 In conclusion, the multi-repository solution to the nuclear waste problem, proposed here, offers many advantages over the central-site solution that for many years has been advocated by members of AECL (1994) and recently by members of NWMO (2005). These advantages include the following:
15 In view of the magnitude of the nuclear waste problem, i.e. to isolate certain toxic materials for 100,000 years, one must wonder why various solutions to the problem, including the one presented here, are not receiving more attention.
ACKNOWLEDGEMENTS
Many discussions with Charles Caccia (Institute of the Environment, University of Ottawa) have been very helpful and are gratefully acknowledged. The manuscript was prepared by Nina Kretz. Comments from S.R. McCutcheon are greatly appreciated.REFERENCES
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