American Society of Civil Engineers


Solute Breakthrough Curves for Processed Kaolin at Low Flow Rates


by Charles D. Shackelford, (Assoc. Prof., Geotech. Engrg. Program., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523) and Patrick L. Redmond, A.M.ASCE, (Proj. Engr., ESA Consultants, 215 West Medenhall, Suite C1, Bozeman, MT 59715)

Journal of Geotechnical Engineering
, Vol. 121, No. 1, January 1995, pp. 17-32, (doi:  http://dx.doi.org/10.1061/(ASCE)0733-9410(1995)121:1(17))

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Document type: Journal Paper
Discussion: by D. A. Barry and et al.    (See full record)
Closure:(See full record)
Abstract: Solute breakthrough curves for a 0.01-M NaCl solution permeated through two compacted test specimens of processed kaolin soil are measured at two volumetric flow rates (2.65 × 10-4 cm ³/s and 2.65 × 10 -5 cm³/s) using a flow pump system. Regression analyses of the effluent solute concentrations with two analytical models resulted in hydrodynamic dispersion coefficients D ranging from 1.49 × 10-6 cm²/s to 3.95 × 10-6 cm²/s for chloride and from 2.11 × 10-6 cm²/s to 8.74 × 10 -6 cm²/s for sodium indicating that diffusion dominated the transport process in the two column tests. The effluent electrical conductance values measured immediately after sampling also tend to reflect the dominance of diffusion on the solute migration process. An observed decrease in effluent pH from between 4.8 and 5.5 during permeation with distilled water to about 4.5 during subsequent permeation with the NaCl solution is consistent with Na+ for H+ exchange at relatively low pH previously reported for studies involving kaolinite soils. The results of this laboratory study tend to confirm previous field studies that indicate diffusion-dominated transport at the low flow rates common in fine-grained barrier materials.


ASCE Subject Headings:
Kaolin
Diffusion
Filters
Pollutants
Transport phenomena
Dispersion