Pore-Scale Visualization of Colloid Transport and Retention in Partly Saturated Porous Media
John T. Crista,
John F. McCarthyb,
Yuniati Zevia,
Philippe Baveyec,
James A. Throopa and
Tammo S. Steenhuis*,a
a Dep. of Biological and Environmental Engineering, Riley-Robb Hall, Cornell University, Ithaca, NY 14853
b Dep. of Geological Sciences, Univ. of Tennessee, Knoxville, TN 37996
c Dep. of Crop and Soil Sciences, Cornell Univ., Ithaca, NY 14853

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Fig. 1. Principal components of the experimental setup. Not shown are the CDC camera and the computer system.
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Fig. 2. Moisture content of packed-sand layers 2 h after application of the colloidal suspension. Values reflect the average of five experiments; error bars shown are one standard deviation.
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Fig. 3. Menisci or airwater interfaces connecting sand grains after application.
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Fig. 4. (a) Menisci or airwater interfaces after 6 h of drainage; (b) colloidwater distribution after application of the colloidal suspension. Rewetting of the sand eliminated the static airwater interfaces.
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Fig. 5. Distribution of 0.8-µm hydrophilic colloids ( 3 x 107 particles mL1) after application of the colloidal suspension. Values shown are depths below the top layer of the sand column.
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Fig. 6. (a) Blue banding patterns of 0.8-µm hydrophilic colloids ( 3 x 107 particles mL1) after application of the colloidal suspension; (b) 1 h later. With time and continued drainage, the banding patterns widened and darkened to a deeper blue hue.
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Fig. 7. Water films at cross section of two grains with pendular ring.
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Fig. 8. Trapped air bubble between narrowly separated, hydrophilic solid surfaces.
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Copyright © 2004 by the Soil Science Society of America.