凝胶型土壤改良剂处理砂质土壤的水力特性

A.M. Al-Darby
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引用次数: 82

摘要

干旱地区灌溉砂质土壤的保水能力有限。通过室内试验,研究了凝胶型土壤调理剂(Jalma)对砂质土壤保水关系(ψ-θ)、土壤水分扩散系数(D(θ))和饱和导水率(KS)的影响。0、0.2、0.4和0.8%的jma (J)与沙土(典型Torripsamments)均匀混合。测量了土壤水分分布、水平湿润锋推进量(X)和入渗量(I)。结果表明:(1)有效含水量随J值的增加呈指数增长,KS值随J值的增加呈指数下降;(2) X和I随J的增加而减小,它们与时间的关系可以用幂函数来描述;(3) D(θ)随θ的增大而增大,随j的增大而减小。计算K(θ)采用两种方法:(1)D(θ)函数和完备的θ-ψ关系,(2)实测的KS和有限范围的θ-ψ关系。发现这两种方法具有可比性,但建议采用第二种方法,因为它需要更简单和可用的数据。计算得到的K(θ)随θ的增大而增大,随j的增大而减小。总的来说,本研究表明,凝胶调理剂的加入改善了沙土的水力特性,以Jalma的添加率为0.4%为最佳。这种添加速率限制了深层渗透损失,同时保持了足够的渗透和保水特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The hydraulic properties of a sandy soil treated with gel-forming soil conditioner

The irrigated sandy soils in the arid regions have limited water retention capacity. A laboratory study was conducted on a sandy soil to investigate the effect of a gel-forming soil conditioner (Jalma) on the soil water retention relationship (ψ-θ), soil water diffusivity (D(θ)), and saturated hydraulic conductivity (KS). Zero, 0.2, 0.4, and 0.8% of Jalma (J) were uniformly mixed with a sandy soil (Typic Torripsamments). The soil water distribution, horizontal wetting front advance (X), and infiltration (I) were measured. The results indicate: (1) the available water content increased exponentially with increasing J, but KS decreased exponentially with increasing J; (2) the X and I decreased with increasing J, and their relationships with time can be described by power functions; (3) the D(θ) increased with increasing θ and decreased with increasing J. Two approaches were taken to calculate K(θ) by using: (1) the D(θ) functions and the complete θ-ψ relationship, and (2) the measured KS and a limited range of the θ-ψ relationship. The two approaches were found to be comparable, but the second approach is recommended since it required simpler and available data. The calculated K(θ) increased with increasing θ and decreased with increasing J. Generally, this study revealed that the addition of gel-conditioner improved the hydraulic properties of sandy soil and that the best rate of Jalma is 0.4%. This addition rate limited deep percolation losses while maintaining adequate infiltration and water retention characteristics.

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