Hydrogeologic Studies for CRNL's Proposed Shallow Land Burial Site
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Abstract
The first phase of conversion from storage to disposal of low- and intermediate-level radioactive
wastes at CRNL is focussed on solids with hazardous lifetimes less than 500 years. In order to use a
facility buried above the water table and to achieve maximum use of radionuclide migration information from studies of existing facilities, the proposed site is located in sands above an active groundwater flow system. The selection of a permeable and geologically-simple flow system has allowed application of a wide variety of techniques for hydrogeologic evaluation of the site. Ground-probing radar in conjunction with continuously cored boreholes have provided stratigraphic data and sediments for testing. Field hydrogeologic testing has included a detailed network of piezometers for hydraulic head mapping and a series of borehole dilution tests. Measurements of contaminant sorption behaviour are also being made in the field to reduce variations in uncontrolled parameters. Mathematical models successfully simulate the real system in terms of groundwater flow. Simulations of reactive contaminant transport are more difficult, but the application of data from field tests of radionuclide migration behaviour and from existing contaminant plumes will, we believe, provide acceptably reliable predictions of the impact of failures in the engineered disposal structure.
wastes at CRNL is focussed on solids with hazardous lifetimes less than 500 years. In order to use a
facility buried above the water table and to achieve maximum use of radionuclide migration information from studies of existing facilities, the proposed site is located in sands above an active groundwater flow system. The selection of a permeable and geologically-simple flow system has allowed application of a wide variety of techniques for hydrogeologic evaluation of the site. Ground-probing radar in conjunction with continuously cored boreholes have provided stratigraphic data and sediments for testing. Field hydrogeologic testing has included a detailed network of piezometers for hydraulic head mapping and a series of borehole dilution tests. Measurements of contaminant sorption behaviour are also being made in the field to reduce variations in uncontrolled parameters. Mathematical models successfully simulate the real system in terms of groundwater flow. Simulations of reactive contaminant transport are more difficult, but the application of data from field tests of radionuclide migration behaviour and from existing contaminant plumes will, we believe, provide acceptably reliable predictions of the impact of failures in the engineered disposal structure.
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