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Experience of Inverse Modeling for Estimating Hydraulic Parameters of Unsaturated Soils

机译:非饱和土水力参数反演的经验

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Soil column experiments were carried out to inversely estimate the hydraulic parameters of the unsaturated zone. This study analyzes clay soil taken from an irrigated area of the Mnasra province in northwestern Morocco which includes large agricultural areas. Fully drained and controlled laboratory model tests and their numerical simulations are presented. The inverse modeling method was applied to estimate the hydraulic properties of unsaturated soil based on the Levenberg-Marquardt algorithm. A non linear estimation method tied up with the finite difference method and inversion analysis was used to minimize the cost function defined by the difference between the predicted and observed values of the model. Unsaturated hydraulic parameters of the Van Genuchten and Mualem models were estimated using water content measurements at five clay depths (10, 20, 30, 40, and 60cm) and/or the cumulative water flux at the column bottom. The ex peri men tal hydraulic parameters and the predicted results were in good agreement with the measurements from the single and multicost function experiments. Also the results showed that the multicost function experiment was more appropriate in determining the hydraulic properties of unsaturated soils than the single-objective function experiment. The comparison between measured values and predicted results showed that the in verse analysis based on the 1D soil column experiment was efficient and useful to establish the hydraulic properties of unsaturated soils.
机译:进行了土柱实验以反演估算非饱和区的水力参数。这项研究分析了取自摩洛哥西北部Mnasra省灌溉地区(包括大面积农业地区)的粘土。介绍了完全排水和受控的实验室模型测试及其数值模拟。基于Levenberg-Marquardt算法,采用逆建模方法估算非饱和土的水力特性。非线性估计方法与有限差分法和反演分析捆绑在一起,用于最小化由模型的预测值和观察值之间的差异所定义的成本函数。 Van Genuchten和Mualem模型的不饱和水力参数是使用五个粘土深度(10、20、30、40和60cm)和/或柱底处的累积水通量的水含量测量值估算的。实验的水力参数和预测结果与单成本和多成本函数实验的测量结果非常吻合。结果还表明,与单目标函数试验相比,多元成本函数试验更适合确定非饱和土的水力特性。实测值与预测结果的比较表明,基于一维土柱试验的逆分析方法对于建立非饱和土的水力性质是有效和有用的。

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