HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS		QUICK SEARCH:   [advanced] Author: Keyword(s): Year:  Vol:  Page:

This Article Figures Only Full Text Free Full Text (PDF) Free Alert me when this article is cited Alert me if a correction is posted Services Similar articles in this journal Alert me to new issues of the journal Download to citation manager Citing Articles Citing Articles via HighWire Citing Articles via Google Scholar Google Scholar Articles by Arye, G. Articles by Chen, Y. Search for Related Content PubMed Articles by Arye, G. Articles by Chen, Y. GeoRef GeoRef Citation Agricola Articles by Arye, G. Articles by Chen, Y. Related Collections Water repellency Soil Physics

SOIL PHYSICS

Short-term Reestablishment of Soil Water Repellency after Wetting: Effect on Capillary Pressure–Saturation Relationship

Dep. of Soil and Water Sciences, The Hebrew Univ. of Jerusalem, P.O. Box 12, Rehovot 76100, Israel

^* Corresponding author(yonachen{at}agri.huji.ac.il).

Soil water repellency is known to be a dynamic property, which varies in the short term or between seasons. In the short term, its temporal nature is often studied based on soil water content, assuming that it is reestablished after the soil dries out. In this study, we examined the reestablishment of soil water repellency after wetting and subsequent drying. The reestablishment process was studied on: (i) natural water-repellent soils (WRS) subjected to different leaching rates; and (ii) wettable sand subjected to wetting–drying cycles with dissolved organic matter (DOM) solution. After air drying, the soils were packed in columns, rewetted, and from the maximum height of capillary rise for the target soil (H_eq1) and that of a "reference soil" (H_eq0), the equilibrium (static) contact angle (_eq1) was calculated, assuming that for the reference soil the contact angle _eq0 = 0. Increasing the leaching fraction of an initially WRS resulted in a decrease in _eq1 values. For an initially wettable soil, increasing wetting–drying cycles with DOM solutions resulted in an increase in _eq1. The variations in cos_eq1 were reflected in a similar ratio for the capillary-pressure–saturation relations (CSR). The prediction from scaling the "reference soil" CSR curve by cos_eq1 was found to be satisfactory, but more accurate where the effective saturation S <0.5. At S > 0.5, organic matter is more likely to detach and dissolve, changing the properties of the soil solution by altering its surface tension and the soil particles' surface, i.e., _eq1.

Abbreviations: CSR, capillary pressure–saturation relations • DOC, dissolved organic carbon • DOM, dissolved organic matter • MED, molarity of ethanol droplet • OM, organic matter • WDPT, water drop penetration time • WRS, water-repellent soil

This article has been cited by other articles:

				R. Bashir, J. E. Smith, and D. F. Stolle Surfactant-Induced Unsaturated Flow: Instrumented Horizontal Flow Experiment and Hysteretic Modeling Soil Sci. Soc. Am. J., November 1, 2008; 72(6): 1510 - 1519. [Abstract] [Full Text] [PDF]

				J. Bachmann, M. Deurer, and G. Arye Modeling Water Movement in Heterogeneous Water-Repellent Soil: 1. Development of a Contact Angle Dependent Water-Retention Model Vadose Zone J., August 1, 2007; 6(3): 436 - 445. [Abstract] [Full Text] [PDF]