An analytical model for the interpretation of pulse injection experiments performed for testing the spatial variability of clay formations

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Abstract

This paper presents an analytical model to describe pulse injection experiments. This model solves the advection–diffusion equation while taking into account back diffusion from the clay core to the inlet and from the outlet to the clay core. In most analytical models, back diffusion is neglected. For sufficiently high Péclet numbers, this is a good approximation. However, in experiments where the Péclet number is low, back diffusion is important and must be taken into account. An additional advantage of the present model is that both concentration and flux are conserved at the inlet and at the outlet of the clay core.

This model is used to fit pulse injection experiments with iodide and tritiated water (HTO) in clay cores. The (new) model is required for fitting the experimental results since in clay layers advection is very slow leading to a low Péclet number. The experiments are performed on clay cores taken from different depths from the Boom Clay and the Ypres Clay layer under the site of the nuclear power plant of Doel (Belgium). The quality of all fits is excellent and the obtained parameter values are coherent. For HTO, the fitted value for the diffusion accessible porosity is consistent with measurements of the water content in Ypres Clay cores. In both types of clays, the apparent diffusion coefficient at zero flow is between 10−10 and 2×10−10 m2/s for iodide and between 2×10−10 and 3×10−10 m2/s for HTO. The dispersion length is in the order of 10−3 m. The average value for the diffusion accessible porosity is between 0.35 and 0.4 for HTO and between 0.2 and 0.25 for iodide.

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 equationCt=D2Cx2−VCxwith 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.

References (9)

  • M. Aertsens et al.

    An analytical model for pulse injection experiments

  • J. Crank

    The Mathematics of Diffusion

    (1975)
  • Marivoet, J., 1988. PAGIS, Performance Assessment of Geological Isolation Systems for radioactive waste, Disposal in...
  • J. Parker et al.

    Flux-averaged and volume-averaged concentrations in continuum approaches to solute transport

    Water Resources Research

    (1984)
There are more references available in the full text version of this article.

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Present address: Niras-Ondraf, Kunstlaan 14, B-1210 Brussel, Belgium.

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