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Published online 27 April 2006
Published in Vadose Zone J 5:564-569 (2006)
DOI: 10.2136/vzj2005.0102
© 2006 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
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Colloid Mobilization from a Variably Saturated, Intact Soil Core

Janna M. Levina,*, Janet S. Hermanb, George M. Hornbergerb and James E. Saiersc

a Dep. of Physics, 7507 Reynolda Station, Wake Forest Univ., Winston-Salem, NC 27109-7507
b Dep. of Environmental Sciences, 291 McCormick Rd., Univ. of Virginia, Charlottesville, VA 22904-4123
c School of Environmental Studies, 205 Prospect St., Yale Univ., New Haven, CT 06511-2189


Figure 1
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Fig. 1. Outflow rates (upper panel) and colloid concentrations (lower panel) as a function of time, where black circles, white squares, and black triangles represent colloid concentrations measured during P1, P2, and P3, respectively. Flow rates are represented by black lines. The gray lines connecting colloid concentrations are provided only to indicate the sequence of colloid concentrations with time. Times of intervention are indicated with vertical, black lines labeled as INT1 and INT2.

 

Figure 2
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Fig. 2. Colloid-mass flux as a function of time, where black circles, white squares, and black triangles represent mass-flux values measured during P1, P2, and P3, respectively. The gray lines connecting data points are provided only to indicate the sequence of colloid-mass flux values with time. Times of intervention are indicated with vertical, black lines labeled as INT1 and INT2. The decrease in the mass flux at about 2300 h may be linked to the eventual failure at about 2400 h of the pump that delivered inflow solution to the top of the core.

 





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