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Modeling Water Movement in Heterogeneous Water‐Repellent Soil: 1. Development of a Contact Angle–Dependent Water‐Retention Model

润湿 土壤水分 接触角 保水性 饱和(图论) 保水曲线 磁滞 多孔介质 毛细管作用 土壤科学 理查兹方程 岩土工程 多孔性 材料科学 环境科学 地质学 数学 复合材料 物理 组合数学 量子力学
作者
Jörg Bachmann,M. Deurer,Gilboa Arye
出处
期刊:Vadose Zone Journal [Soil Science Society of America]
卷期号:6 (3): 436-445 被引量:85
标识
DOI:10.2136/vzj2006.0060
摘要

In the past, hydrophobic soils have been associated mostly with preferential flow phenomena. It has become increasingly evident that besides the phenomena of extremely (hydrophobic) water‐repellent soils, soils with reduced wettability are more the rule than the exception. Despite the extensive literature on the hydraulic behavior of water‐repellent soil, a conceptual model flexible enough to describe typical behavior of wettable and hydrophobic soils as well as for soils with intermediate wetting properties is still missing. We propose a water‐content and time‐dependent contact angle (CA) model that was used as an extension of the van Genuchten equation for the capillary pressure–saturation (CPS) relationship. This model is based on conventional retention parameterizations; that is, the hydrophilic soil is considered as a special case of the general wetting model. Hydrophobic soils as well as soils with subcritical (reduced wettability, not hydrophobic) water repellency are represented by this model. Conceptually, the proposed model links microscopic interfacial properties, indicated by the CA, with the macroscopic hydraulic model mainly by modifying the α of the van Genuchten equation. The modification basically accounts for hysteresis of the main drainage–main wetting branch of the CPS relationship. Compared with conventional hydraulic models, only a few more parameters are needed to describe the wettability extension of the model: mean maximum and minimum CAs and their autocorrelation functions. Additionally, characteristic rewetting time and a breakthrough pressure function are needed for a complete description of the hydraulic properties of the soil. This extended hydraulic model serves as a base for a simulation study in unsaturated soil with reduced wettability.
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