2004 Denver Annual Meeting (November 7–10, 2004)

Paper No. 2
Presentation Time: 8:15 AM


LEVIN, Janna M.1, HERMAN, Janet S.1, HORNBERGER, George M.1 and SAIERS, James E.2, (1)Department of Environmental Sciences, Univ of Virginia, 291 McCormick Road, Charlottesville, VA 22904-4123, (2)School of Forestry and Environmental Studies, Yale Univ, 21 Sachem Street, New Haven, CT 06511, jml3p@virginia.edu

Colloids may transport contaminants through unsaturated soils to the groundwater.  Both transient hydrological events and sustained, steady water fluxes are associated with colloid release.  We examined the controls on colloid mobilization from an intact, unsaturated soil core (20 cm diameter, 23 cm length) during steady flow conditions.  We collected the core from an agricultural field in the Shenandoah Valley near Harrisonburg, VA where soils contain 26% clay (predominantly illite and kaolinite) and infiltration occurs only at capillary-pressure heads (Y) above -20 cm.  We measured the colloid-mass flux from the base of the core during consecutive, 1.5-month periods (P1, P2, and P3) distinguished by capillary-pressure heads (YB) of -18.5, -11.5, and -18.5 cm, respectively.  Mass fluxes generally were less than 0.3 mg h-1 but approached 1 mg h-1 for brief intervals.  Mean mass fluxes were 0.0886, 0.197, and 0.171 mg h-1 for P1, P2, and P3, respectively.  Fluxes peaked immediately afterYB increased from -18.5 cm to -11.5 cm.  The decrease in YB from -11.5 cm to -18.5 cm also induced an ephemeral increase in mass flux.  Increases in fluxes following each change in YB suggest that flow transients associated with capillary-pressure changes enhanced colloid mobilization, but that a quasi-steady mobilization rate was attained shortly thereafter.  Intervention analysis, used to measure changes in mass flux, showed a significant increase in mass flux of 0.079 mg h-1 for the increase inYB from -18.5 cm to -11.5 cm and a significant decrease in mass flux of 0.050 mg h-1 for the decrease inYB from -11.5 cm to -18.5 cm.  Relative errors in parameter estimates of the intervention function generally were less than 10%.  We used a constant volumetric flow rate but differing YB and observed higher colloid concentrations at higher YB.  We hypothesized that either shear mobilization due to increased porewater velocities or the number of pores through which water flows limited mass fluxes.  If a velocity mechanism were of overpowering importance, a lower YB would dictate higher effluent concentrations because the total flow would occur through fewer pores resulting in higher porewater velocities.  Thus, colloid release most likely is controlled by a diffusion-limited colloid supply mechanism dependent upon the number of pores contributing to flow.