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Published online 3 August 2006
Published in Soil Sci Soc Am J 70:1417-1429 (2006)
DOI: 10.2136/sssaj2005.0033
© 2006 Soil Science Society of America
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Right arrow Soil Physics

Applicability of Interfacial Theories of Surface Tension to Water-Repellent Soils

Arye Gilboaa, Jörg Bachmannb, Susanne K. Wocheb and Yona Chena,*

a Dep. of Soil and Water Sciences, The Hebrew Univ. of Jerusalem, Rehovot 76100, Israel
b Inst. of Soil Science, Univ. of Hannover, Germany


Figure 1
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Fig. 1. Zisman plot (cosine of the experimentally derived contact angle, cos{theta}E, vs. the liquid–vapor surface tension, {gamma}LV) for water and aqueous ethanol solutions. Filled and open points are for {theta}E measured by means of the Wilhelmy plate method (WPM) and the weight-gain capillary rise method (CRM), respectively. The dashed straight line and solid line for the logistic curve (Eq. [17]) were calculated from the combined data of WPM and CRM. The leftmost point in each graph represents the assumed data {theta}E = 0 for pure ethanol. OR = orange orchard cover soil; PN = pine cover soil; EP = eucalyptus cover soil; LCh and PCh = organic matter extracted from leonardite and sphagnum moss, respectively, with chloroform; and LEt and PEt = organic matter extracted from leonardite and sphagnum moss, respectively, with ethanol.

 

Figure 2
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Fig. 2. Neumann plot ({gamma}LVcos{theta}E vs. {gamma}LV, where {gamma}LV is the liquid–vapor surface tension and {theta}E is the experimentally derived contact angle). Filled and open points are {theta}E measured by means of the Wilhelmy plate method (WPM) and the weight-gain capillary rise method (CRM), respectively. The logistic curves (Eq. [21]) were calculated from the combined data of WPM and CRM. The leftmost point in each graph represents the assumed data {theta}E = 0 for pure ethanol. OR = orange orchard cover soil; PN = pine cover soil; EP = eucalyptus cover soil; LCh and PCh = organic matter extracted from leonardite and sphagnum moss, respectively, with chloroform; and LEt and PEt = organic matter extracted from leonardite and sphagnum moss, respectively, with ethanol.

 

Figure 3
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Fig. 3. The interaction parameter, {Phi}, as a function of the solid–liquid surface tension, {gamma}SL. On each graph, the filled point represents the interaction parameter for water ({Phi}w). OR = orange orchard cover soil; PN = pine cover soil; EP = eucalyptus cover soil; LCh and PCh = organic matter extracted from leonardite and sphagnum moss, respectively, with chloroform; and LEt and PEt = organic matter extracted from leonardite and sphagnum moss, respectively, with ethanol.

 

Figure 4
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Fig. 4. Prediction ability and sensitivity of (A) Eq. [10], (B) Eq. [12], (C) Eq. [15], and (D) Eq. [23] in predicting the experimentally measured contact angle, {theta}E, for water and aqueous ethanol solutions. The data is from the soil with eucalyptus cover. {gamma}LV is the liquid–vapor surface tension.

 





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