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Alternative Analytical Expressions for the General van Genuchten-Mualem and van Genuchten-Burdine Hydraulic Conducivity Models

机译:van Genuchten-Mualem和van Genuchten-Burdine通用水力传导率模型的替代解析表达式

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摘要

The van Genuchten expressions for the unsaturated soil hydraulic properties, first published in 1980, are used frequently in various vadose zone flow and transport applications assuming a specific relationship between the m and n soil hydraulic parameters. By comparison, probably because of the complexity of the hydraulic conductivity equations, the more general solutions with independent m and n values are rarely used. We expressed the general van Genuchten-Mualem and van Genuchten-Burdine hydraulicconductivity equations in terms of hypergeometric functions, which can be approximated by infinite series that converge rapidly for relatively large values of the van Genuchten-Mualem parameter n but only very slowly when n is close to one. Alternativeequations were derived that provide very close approximations of the analytical results. The newly proposed equations allow the use of independent values of the parameters m and n in the soil water retention model of van Genuchten for subsequent prediction of the van Genuchten-Mualem and van Genuchten-Burdine hydraulic conductivity models, thus providing more flexibility in fitting experimental pressure-head-dependent water content, 0(h), and hydraulic conductivity, K(h), or K(0) data.
机译:假设m和n土壤水力参数之间存在特定的关系,1980年首次发表的关于非饱和土壤水力特性的van Genuchten表达式经常用于各种渗流带的流动和运输应用中。相比之下,可能由于水力传导率方程的复杂性,很少使用具有独立m和n值的更一般的解决方案。我们用超几何函数表示了一般的van Genuchten-Mualem和van Genuchten-Burdine液压传导率方程,这些方程可以通过无穷级数来近似,对于van Genuchten-Mualem参数n的相对较大的值,它们可以快速收敛,但是当n为接近一个。得出了可以提供非常接近的分析结果近似值的替代方程。新提出的方程式允许在van Genuchten的土壤保水模型中使用参数m和n的独立值,用于随后对van Genuchten-Mualem和van Genuchten-Burdine的水力传导率模型进行预测,从而为拟合实验提供了更大的灵活性取决于压力头的水含量0(h)和水力传导率K(h)或K(0)数据。

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