Abstract.
Two-well tracer tests were performed at the laboratory scale on a large hand-compacted Bruxellian sand sample (about 2 m3), using electrical sensors buried in the soil and placed in piezometers to monitor solute concentrations. First, heterogeneity within the soil was investigated using simple one-dimensional transport experiments. Deduced perme ability values showed some non-negligible variations, that had to be taken into account when interpreting two-dimensional experiments. A numerical model was then developed under Modflow®, in order to simulate two-well tracer test recovery curves under heterogeneous soil conditions. Comparison of numerical results and experimental data highlighted the need for a sufficiently refined measurement grid, as phenomena occurring in zones where fewer sensors were installed were not well simulated.
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Frippiat, C., Wauters, B., Feller, V., Conde, P., Talbaoui, M., Holeyman, A. Physical and Numerical Modelling of a Two-Well Tracer Test at the Laboratory Scale. In: Hack, R., Azzam, R., Charlier, R. (eds) Engineering Geology for Infrastructure Planning in Europe. Lecture Notes in Earth Sciences, vol 104. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-39918-6_33
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DOI: https://doi.org/10.1007/978-3-540-39918-6_33
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