Abstract
Abstract. We present an interrupted-flow centrifugation technique to characterise preferential flow in low permeability media. The method entails a minimum of three phases: centrifuge induced flow, no flow and centrifuge induced flow, which may be repeated several times in order to most effectively characterise multi-rate mass transfer behaviour. In addition, the method enables accurate simulation of relevant in situ total stress conditions during flow by selecting an appropriate centrifugal force level. We demonstrate the utility of the technique for characterising the hydraulic properties of smectite clay dominated core samples. All samples exhibited a non-Fickian tracer breakthrough (early tracer arrival), combined with a decrease in tracer concentration immediately after each period of interrupted-flow. This is indicative of dual (or multi) porosity behaviour, with solute migration predominately via advection during induced flow, and via molecular diffusion (between the preferential flow network(s) and the low hydraulic conductivity domain) during interrupted-flow. Tracer breakthrough curves were simulated using a bespoke dual porosity model with excellent agreement between the data and model output (Nash–Sutcliffe model efficiency coefficient was >0.97 for all samples). In combination interrupted-flow centrifuge experiments and dual porosity transport modelling are shown to be a powerful method to characterise preferential flow in low permeability media.
Reference37 articles.
1. ASTM: Standard test method for determining unsaturated andsaturated hydraulic conductivity in porous media by steady-state centrifugation, ASTM D6527, West Conshohoken, PA, 2000.
2. ASTM: Standard practice for thin-walled tube sampling of soils for geotechnical purposes, ASTM D1587-08(2012)e1, West Conshohocken, PA, 2012.
3. Barnes, C. J. and Allison, G. B.: Tracing of water movement in the unsaturated zone using stable isotopes of hydrogen and oxygen, J. Hydrol., 100, 143–176, 1988.
4. Bashar, K. and Tellam, J. H.: Non-reactive solute movement through saturated laboratory samples of undisturbed stratified sandstone, Geol. Soc. Sp., 263, 233–251, 2006.
5. Bear, J. and Bachmat, Y.: Introduction to Modeling of Transport Phenomena in Porous Media, Kluwer Academic Publishers, Dordrecht, Boston, London, 553 pp., 1990.