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Two-phase flow infiltration equations accounting for air entrapment effects

机译:考虑了空气截留效应的两相渗流方程

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摘要

Water infiltration into the unsaturated zone is potentially affected by air compression ahead of the wetting front. Analytical infiltration equations accounting for air compression, air counterflow, and flow hysteresis in a porous medium were derived on the basis of the Green and Ampt [1911] assumptions. Air compression ahead of the wetting front was predicted using the perfect gas law. The capillary pressure at the wetting front was found to vary between the dynamic water-bubbling value and the dynamic air-bubbling value of the material. These equations, accounting also for the effects of macropores near the soil surface, turned out to be simpler than the traditional Kostiakov [1932] and the Philip [1957a, b, c, d] equations. The equation parameters are physically meaningful and can be readily obtained from field measurements of the natural saturated hydraulic conductivity and soil water retention or pressure infiltrometer data. Experimental testing showed that the equations are reasonably accurate.
机译:渗入不饱和区的水可能会受到湿润前沿之前的空气压缩的影响。基于Green和Ampt [1911]的假设,得出了解释性渗透方程,该方程解释了多孔介质中的空气压缩,空气逆流和流动滞后。使用理想气体定律可以预测湿润前沿之前的空气压缩。发现在润湿前沿的毛细管压力在材料的动态水起泡值和动态空气起泡值之间变化。这些方程式还考虑了土壤表面附近大孔的影响,事实证明,它们比传统的Kostiakov [1932]和Philip [1957a,b,c,d]方程要简单。方程参数在物理上是有意义的,并且可以从自然饱和水力传导率和土壤保水率或压力渗透仪数据的现场测量中轻松获得。实验测试表明,这些方程是相当准确的。

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