Suitability of Fiberglass Wicks to Sample Colloids from Vadose Zone Pore Water

Fiberglass wicks are frequently used to sample pore water and determine water fluxes in soils. In this study we evaluated the performance of fiberglass wicks to sample colloids. Different colloids were used for the wick testing: feldspathoids, ferrihydrite, montmorillonite, kaolinite, and a mixture of mineral colloids extracted from a coarse calcareous sediment. The colloids were dispersed in either a buffered Na2CO3–NaHCO3 solution (ionic strength 6.7 mM, pH 10) or deionized water. Colloid breakthrough curves through 77‐cm‐long fiberglass wicks were determined for three different flow rates. Flow rate, pH, and colloid type affected colloid breakthrough. Colloid recovery in the effluent was higher at pH 10 than at pH 7, and increased with increasing flow rate. The mixture of mineral colloids extracted from sediment moved almost conservatively through the wicks; the colloid recoveries ranged from 88 to about 100% for pH 7 and 10, respectively. Ferrihydrite at pH 10 moved conservatively, with recoveries ranging from 95 to about 100%. All other colloids, however, showed lower mass recoveries. At pH 10, colloid recovery ranged from 55% for montmorillonite to about 100% for ferrihydrite and the mixture of mineral colloids, whereas at pH 7, the recovery ranged from <5% for kaolinite and ferrihydrite to approximately 100% for the mixture of mineral colloids. These results suggest that for certain conditions and colloid types, fiberglass wicks can be an acceptable tool for colloid sampling in the vadose zone. However, under many conditions studied here colloids were significantly retained inside the wicks, and consequently, the use of wicks for colloid sampling in the vadose zone must be considered with caution.

[1]  J. Selker,et al.  Fiberglass Wick Preparation for Use in Passive Capillary Wick Soil Pore-Water Samplers , 1993 .

[2]  D. Chittleborough,et al.  Seasonal changes in hydrochemistry along a toposequence of texture-contrast soils , 2002 .

[3]  J. Chorover,et al.  Artifacts caused by collection of soil solution with passive capillary samplers , 2000 .

[4]  M. Flury,et al.  Nitrate and colloid transport through coarse Hanford sediments under steady state, variably saturated flow , 2003 .

[5]  K. Brown,et al.  Capillary‐Wick Unsaturated Zone Soil Pore Water Sampler , 1991 .

[6]  F. Goor,et al.  Assessing Passive Capillary‐Wick Samplers for monitoring resident nitrate concentration in real field , 2002 .

[7]  Tammo S. Steenhuis,et al.  Fiberglass wicks for sampling of water and solutes in the vadose zone , 1992 .

[8]  J. Selker,et al.  Field Evaluation of Passive Capillary Samplers , 1996 .

[9]  Rob Fitzpatrick,et al.  Field monitoring of solute and colloid mobility in a gneissic sub-catchment, South Australia , 1995 .

[10]  M. Flury,et al.  Alteration of Kaolinite to Cancrinite and Sodalite by Simulated Hanford Tank Waste and its Impact on Cesium Retention , 2004 .

[11]  Markus Flury,et al.  Simulation of water flow and solute transport in free‐drainage lysimeters and field soils with heterogeneous structures , 2004 .

[12]  John S. Selker,et al.  Field evaluation of passive capillary samplers for estimating groundwater recharge , 2000 .

[13]  Wenju Wu Baseline studies of the clay minerals society source clays: Colloid and surface phenomena , 2001 .

[14]  Anderson L. Ward,et al.  A vadose zone water fluxmeter with divergence control , 2002 .

[15]  T. Steenhuis,et al.  One‐Dimensional Model to Evaluate the Performance of Wick Samplers in Soils , 1995 .

[16]  A. Ward,et al.  A Modified Vadose Zone Fluxmeter with Solution Collection Capability , 2003 .

[17]  R. H. Fox,et al.  Leachate Collection Efficiency of Zero‐tension Pan and Passive Capillary Fiberglass Wick Lysimeters , 2002 .

[18]  Glendon W. Gee,et al.  A wick tensiometer to measure low tensions in coarse soils. , 1990 .

[19]  J. Selker,et al.  Fiberglass wick sampler effects on measurements of solute transport in the vadose zone , 1996 .

[20]  W. Jury,et al.  Interpretation of Solute Transport Data Obtained with Fiberglass Wick Soil Solution Samplers , 1992 .

[21]  B. Delvaux,et al.  Comments on "Artifacts caused by collection of soil solution with passive capillary samplers" , 2001 .