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Published online 26 July 2006
Published in Vadose Zone J 5:886-893 (2006)
DOI: 10.2136/vzj2005.0105
© 2006 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
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ORIGINAL RESEARCH

Soil Heterogeneity Effects on Solute Breakthrough Sampled with Suction Cups

Numerical Simulations

Lutz Weihermüller*, Roy Kasteel and Harry Vereecken

Agrosphere Inst., ICG IV, Forschungszentrum Jülich GmbH, 52425 Jülich, Germany
* Corresponding author (l.weihermueller{at}fz-juelich.de)

Received 29 August 2005.

Porous cups are widely used to extract soil solution for monitoring solute transport; however, it is not always clear how soil heterogeneity influences solute breakthrough sampled by suction cups. The objective of this study was to evaluate the influence of soil heterogeneity on the breakthrough of solute extracted by suction cups. We conducted numerical simulations using the HYDRUS-2D code. Local-scale heterogeneity in hydraulic properties was generated using Miller–Miller scaling theory. Results of the simulations show that effective transport parameters derived from the measured breakthrough curves in the suction cups depended on the location of the suction cup in the heterogeneous flow field. Mean pore water velocities obtained from suction cup measurements ranged by a factor of 1.6 and dispersivities by a factor of 1.5 for the different heterogeneous structures. As a consequence, the arrival time (first moment) of the tracer plume derived from suction cup measurements was accelerated or delayed compared with the homogeneous case. Mass recoveries and suction cup sampling areas were also influenced by the underlying structure. The applied suction in the cup as well as the suction cup sampling area were found to have important effects on the mean pore water velocity, dispersivity, and mass recovery. The effect of variation in applied suction was analyzed using reference point data taken from 10 locations in the undisturbed flow field. Contrary to the general assumption that solute spreading measured with suction cups depends only on the mean pore water velocity, our results show that solute spreading is also influenced by (i) the suction cup sampling area and the deformation of streamlines to the cup, and (ii) the flow channels that are sampled. The numerical simulations indicate that the number of suction cups required for calculating a mean breakthrough curve in the chosen heterogeneous flow field must to be >20.

Abbreviations: MTV, arithmetic mean of the travel velocity distribution • SCAD, suction cup activity domain • SCSA, suction cup sampling area




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L. Weihermuller, J. Siemens, M. Deurer, S. Knoblauch, H. Rupp, A. Gottlein, and T. Putz
In Situ Soil Water Extraction: A Review
J. Environ. Qual., October 24, 2007; 36(6): 1735 - 1748.
[Abstract] [Full Text] [PDF]




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