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Management of Commercially Generated Radioactive Waste - U.S. ...

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5.30<br />

TABLE 5.3.1. Conceptual Repository Design Thermal Limits for Spent Fuel<br />

Medium kW/ha(a) kW/acre(a)<br />

Salt(b) 124 50<br />

Granite 320 130<br />

Shale 200 80<br />

Basalt 320 130<br />

(a) Area occupied by the emplacement rooms and their associated pillars<br />

only.<br />

(b) The placement <strong>of</strong> spent fuel in salt is limited by long-term surface<br />

uplift. The degree <strong>of</strong> surface uplift is dependent upon the thermal<br />

loading averaged over the full emplacement area (corridor area as well<br />

as rooms and pillars). Two-thirds <strong>of</strong> the allowable average thermal<br />

loading for spent fuel in salt is 100 kW/ha (40 kW/acre). The thermal<br />

loading listed in this table (124 kW/ha) is the room and pillar area<br />

loading that results in 100 kW/ha average loading. Room and pillar<br />

integrity is the controlling criteria in other rock media and is dependent<br />

upon the room and pillar loadings listed in the table.<br />

repository startup, the earliest date considered in this Statement, the average age <strong>of</strong> spent<br />

fuel available for the first repository was calculated to fall within the range <strong>of</strong> 7 to<br />

11 years. For a later repository startup the spent fuel will initially be much older (See<br />

Section 7.3). For the conceptual repository described here we assume that the average age<br />

<strong>of</strong> the spent fuel delivered to the repository is 6.5 years old. The criteria in Table 5.3.1<br />

were developed for 10-year-old fuel. Using those criteria for 6.5-year-old fuel provides<br />

an additional degree <strong>of</strong> conservatism since the thermal limit tends to increase for younger<br />

waste. There are also thermal limits for the individual canisters, but for the spent fuel<br />

repository concept used here, where the canisters contain only a single fuel assembly, the<br />

thermal output <strong>of</strong> the canisters is always well below the limit.<br />

In the absence <strong>of</strong> detailed site-specific geologic data, optimization <strong>of</strong> the repository<br />

design to account for the special qualities <strong>of</strong> each medium is not possible. Instead a<br />

standardized repository design using a conventional underground layout is specified with an<br />

overall area <strong>of</strong> approximately 800 ha (2000 acre). This area provides reasonable waste capa-<br />

city and is achievable from both construction and operational points <strong>of</strong> view. Actual repos-<br />

itories may be either larger or smaller than 800 ha depending upon specific site character-<br />

istics and more detailed operations analyses.<br />

Repository design, construction, and operations presented here assume a homogeneous<br />

geologic formation without major flaws or discontinuities. This simplifying assumption is<br />

appropriate for use in this generic analysis; actual repositories will have site-specific<br />

design features. The design may involve preparation <strong>of</strong> a preliminary repository layout on<br />

the basis <strong>of</strong> initial site investigations. The preliminary layout would be modified as con-<br />

struction progresses and the formation is more fully explored.<br />

For the conceptual repository described here, excavation <strong>of</strong> the full underground<br />

repository area is postulated to be completed during the first five years <strong>of</strong> repository

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