An analytical model for the interpretation of pulse injection experiments performed for testing the spatial variability of clay formations
Introduction
The disposal of hazardous (nuclear) waste in a safe manner is an important environmental problem. A possible solution is to encapsulate the waste in an appropriate ‘package’ and dispose this package in a suitable geological formation. In Belgium, Boom Clay and Ypres Clay are being considered as potential host formations. Due to the low hydraulic gradient (approximately 0.02 m/m) and the very low hydraulic conductivity (in the order of 10−11 to 10−12 m/s), diffusion is the dominant process in radionuclide transport in these clay layers.
For the estimation of the diffusion rate of radionuclides in the clay, it is necessary to know the value of (a) the product ηR where η is the diffusion accessible porosity and R the retardation coefficient, and (b) the apparent hydrodynamic dispersion coefficient D. Values for these parameters are obtained here by fitting the experimental data of a pulse injection experiment. First, such an experiment is briefly described. Then follows the introduction of an analytical model allowing to calculate as a function of time the concentration of the injected tracer at the outlet. Finally, presented are the values of the fitted parameters for two radionuclides (iodide and tritiated water (HTO)) in the Boom Clay and Ypres Clay below the site of the nuclear power plant of Doel. The purpose of the present study is to examine the spatial variability of the migration parameters and the hydraulic conductivity. Therefore, clay cores are taken over the entire thickness of the clay formations.
Section snippets
Experimental set-up
The configuration of the experiments used to determine the migration parameters is schematically shown in Fig. 1. A clay core with length L is sandwiched between two identical filters. Although the clay core and the filters are cylindrical, they are modeled as one-dimensional. So, both filters are characterized by a length L1, where L1=V1/S with V1 the water volume in a filter and S the cross-section of a filter. Both filters are connected to a small tube. Due to a pressure difference, water
Basic assumptions
Transport in clay is described by the diffusion–advection equationwith D the apparent hydrodynamic dispersion coefficient in the pore water accessible for diffusion, V the apparent advection velocity, x position, t time and C the concentration of the injected tracer in the diffusion accessible pore water of the clay. The apparent velocity V is related to the Darcy velocity VDarcy by VDarcy=ηRV with η the diffusion accessible porosity in the clay and R the retardation
Fit results
The present model is used to fit pulse injection experiments carried out on clay cores taken at different depths within two clay layers below the nuclear power plant of Doel. The purpose of this series of experiments is to study the spatial variability of these clay layers with respect to their migration parameters. The breakthrough curves are described very well with the present model (see Fig. 2). For HTO, the Péclet number P of fits as in Fig. 2 is low (P≈1). This explains why fitting these
Conclusion
For the fitting of pulse injection experiments where the Péclet number is low, one needs to take into account back diffusion at the inlet and at the outlet. An analytical solution for a model taking this effect into account is presented in this paper. This model provides excellent fits with reasonable values of the fit parameters for a series of pulse injection experiments on clay cores taken at different depths of two clay layers under the nuclear power plant of Doel in Belgium. The values
Acknowledgements
The financial support of Niras-Ondraf, the Belgian authority for the management and disposal of radioactive waste is gratefully acknowledged. The authors also thank Pierre De Cannière, Norbert Maes, Dirk Mallants and Hugo Moors for reviewing this paper.
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Present address: Niras-Ondraf, Kunstlaan 14, B-1210 Brussel, Belgium.