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Published in Vadose Zone Journal 4:112-126 (2005)
© 2005 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA

ORIGINAL RESEARCH

Quantitative Analysis of Flow Processes in a Sand Using Synchrotron-Based X-ray Microtomography

D. Wildenschilda,b,*, J. W. Hopmansc, M. L. Riversd and A. J. R. Kenta

a Department of Geosciences, Oregon State University, Corvallis, OR 97331
b Environment and Resources, Technical University of Denmark, DK-2800 Lyngby, Denmark
c Hydrology, Department of Land, Air and Water Resources, University of California, Davis, CA 95616
d Consortium for Advanced Radiation Sources and Department of Geophysical Sciences, University of Chicago, IL 60637

* Corresponding author (wildend{at}geo.oregonstate.edu)

Received 6 April 2004.

Pore-scale multiphase flow experiments were developed to nondestructively visualize water flow in a sample of porous material using X-ray microtomography. The samples were exposed to similar boundary conditions as in a previous investigation, which examined the effect of initial flow rate on observed dynamic effects in the measured capillary pressure–saturation curves; a significantly higher residual saturation and higher capillary pressures were found when the sample was drained fast using a high air-phase pressure. Prior work applying the X-ray microtomography technique to pore-scale multiphase flow problems has been of a mostly qualitative nature and no experiments have been presented in the existing literature where a truly quantitative approach to investigating the multiphase flow process has been taken, including a thorough image-processing scheme. The tomographic images presented here show, both by qualitative comparison and quantitative analysis in the form of a nearest neighbor analysis, that the dynamic effects seen in previous experiments are likely due to the fast and preferential drainage of large pores in the sample. Once a continuous drained path has been established through the sample, further drainage of the remaining pores, which have been disconnected from the main flowing water continuum, is prevented.




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