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Published online 1 January 2007
Published in Soil Sci Soc Am J 71:35-42 (2007)
DOI: 10.2136/sssaj2006.0106
© 2007 Soil Science Society of America
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Numerical Analysis of Passive Capillary Wick Samplers prior to Field Installation

Jan Mertens*, Jan Diels and Jan Feyen

Soil and Water Management, Katholiek Universiteit Leuven, Celestijnenlaan 200E, B-3001 Heverlee, Belgium

Jan Vanderborght

Agrosphere, ICG-IV, Forschungszentrum Jülich GmbH, D-52425 Jülich, Germany


Figure 1
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Fig. 1. Reality compared to the three-dimensional axisymmetrical modeled flow domain (vertical cut) and boundary conditions (l_Wick = length of the wick). The arrow indicates the axis of symmetry around which the model is rotated.

 

Figure 2
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Fig. 2. Simulated cumulative leachate volumes sampled by (a) the Amatex 3/8-inch high-density wick (AM 3/8 HI) and (b) the Pepperell 1/2-inch wick (PEP1/2) during a 3-yr period compared with the reference.

 

Figure 3
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Fig. 3. Hydraulic conductivity functions of the three soil horizons (Ap, Bt, and B32) and the two wick types (Amatex 3/8-inch high-density [AM 3/8 HI] and Pepperell 1/2-inch [PEP 1/2]).

 

Figure 4
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Fig. 4. Simulated daily leachate volumes sampled by a 30- and 100-cm long Amatex 3/8-inch high-density (AM 3/8 HI) wick in (a) a wet period and (b) a dry period compared with the reference.

 

Figure 5
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Fig. 5. Simulated (top) soil tension and (bottom) moisture content at 1 cm above 30- and 100-cm long Amatex 3/8-inch high-density (AM 3/8 HI) wicks in (a) a wet period and (b) a dry period compared to the reference.

 

Figure 6
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Fig. 6. Two-dimensional modeled flow domain (vertical cut) and schematization of the inner boundary condition.

 

Figure 7
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Fig. 7. Water flow velocity vectors around a double-ring wick sampler with an inner seepage-face boundary condition

 

Figure 8
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Fig. 8. Top view of the layout of the wick sampler (dashed lines represent the unravelling of the wicks).

 





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Copyright © 2007 by the Soil Science Society of America.