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A multi-step steady-state inverse method for the determination of unsaturated hydraulic conductivity in soil columns: A new parameter estimation technique

机译:确定土柱中非饱和导水率的多步稳态反演方法:一种新的参数估计技术

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摘要

A problem common to many studies involving the use of unsaturated flow and chemical models is determining a representative expression for the value of unsaturated hydraulic conductivity K(ψ). A new steady-state inverse methodology called the multi-step steady-state outflow method (MSSOM) is presented here for the determination of unsaturated hydraulic conductivity. The method offers a practical alternative for the estimation of K(ψ) using either the exponential model, three-parameter model, or the van Genuchten formulations for K(ψ), a global-optimization simplex routine (MSSOM.EXE), and simple outflow data from a one-dimensional column experiment. The inverse technique was applied to a coarse sand and both the wetting an drying curves were well within the range of K(ψ) expected. Conductivity data from four other soils in the literature were then fitted using a curve fitting routine (RETC.F77) by van Genuchten, 1985 and compared to the inverse solution from the MSSOM model. The parameters for the K(ψ) expressions from both RETC and the MSSOM inverse model agreed well. Additional refinement of the multi-step steady-state outflow laboratory apparatus and the optimization program MSSOM.EXE are needed however to further improve the method.
机译:许多研究中涉及使用非饱和流和化学模型的共同问题是确定非饱和水力传导率K(ψ)的代表表达式。本文介绍了一种新的稳态反演方法,称为多步稳态流出法(MSSOM),用于确定非饱和导水率。该方法为使用K(ψ)的指数模型,三参数模型或van Genuchten公式,全局优化单纯形例程(MSSOM.EXE)和简单的K(ψ)估计提供了一种实用的替代方法一维列实验的流出数据。将逆技术应用于粗砂,湿润干燥曲线均在预期的K(ψ)范围内。然后使用van Genuchten于1985年使用曲线拟合程序(RETC.F77)拟合来自文献中其他四种土壤的电导率数据,并将其与MSSOM模型的反解进行比较。来自RETC和MSSOM逆模型的K(ψ)表达式的参数非常吻合。但是,还需要进一步完善多步稳态流出实验室设备和优化程序MSSOM.EXE,以进一步改进该方法。

著录项

  • 作者

    Muller Curtis Joseph 1959-;

  • 作者单位
  • 年度 1992
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  • 原文格式 PDF
  • 正文语种 en_US
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