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Scaling of infiltration rate using the similar media theory and dimensional analysis

机译:使用相似介质理论和尺寸分析来确定渗透率

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The infiltration rates of variable soils were scaled using factors derived from the steady state infiltrability (Ko) and the saturated hydraulic conductivity (Ks) based on the similar media theory and dimensional analysis. Infiltration rates were successfully scaled when the characteristic scaling infiltration rate equations were formulated through combination of the similar media theory and dimensional analysis. This study disproved the earlier notion that to successfully scale variable infiltration measurements, both sorptivity and steady state infiltrability were required. Thus, the study revealed that using the saturated hydraulic conductivity as a substitute for the steady state infiltrability could predict and scale infiltration rates more accurately. The study further highlighted the importance of the scaling factor (α) in any characteristic equation supposedly to have been developed from the similar media theory. Invariably, the ability of any characteristic scaling equation containing no scaling factor to scale variable infiltration measurements successfully could be fortuitous and not evolved from the similar media theory.
机译:基于相似的介质理论和尺寸分析,使用从稳态渗透率(Ko)和饱和导水率(Ks)得出的因子来缩放可变土壤的渗透率。通过相似介质理论和尺寸分析相结合,建立了特征尺度入渗率方程,成功地确定了入渗率。这项研究反驳了早期的观点,即成功地缩放可变渗透率测量,既需要吸附性也需要稳态渗透性。因此,研究表明,使用饱和的水力传导率代替稳态渗透性可以更准确地预测和扩展渗透率。这项研究进一步强调了比例因子(α)在据认为是从相似介质理论发展而来的任何特征方程中的重要性。不变地,任何不包含比例因子的特征比例方程式都能够成功地定标可变渗透率测量的能力可能是偶然的,并且不会从相似的介质理论中演化而来。

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