基于数值模拟的不同积水半径下土壤水运动方程的近似解析解

Pengcheng Luo, Lijun Su, Wanghai Tao, Yuyang Shan, Mingjiang Deng, Quanjiu Wang, Haokui Yan
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引用次数: 0

摘要

本研究探讨了池塘半径为 1、2 和 3 厘米时的二维土壤水运动问题。分析了上述三种积水半径下的土壤水运动特征(含水率剖面形状参数、水平湿润前沿与垂直湿润前沿之比、入渗时间与水平湿润前沿的关系、入渗时间与累积入渗量的关系)。在假设土壤湿润体为半椭球体和任意角度一维土壤水运动方程解析解的基础上,优化了积水条件下二维土壤水运动方程的近似解析解。建立了入渗时间、湿润前沿和累积入渗之间的函数关系。我们应用 HYDRUS-3D 模拟的数值数据验证了所提出的解析解中的参数,并评估了湿润前沿与水力参数之间的关系。结果表明,随着积水半径的增大,湿润体和二维含水量分布变大。当积水半径为 2 cm 时,一维土壤含水量分布数值解与解析解的对比结果最好,模型误差最小。湿润锋比随进气吸力的增大而线性增大,R2 = 0.9969。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Approximate analytical solution of a soil water movement equation under different ponding radii on the basis of numerical simulation

This study addresses the problem of 2D soil water movement under ponding radii of 1, 2, and 3 cm. The soil water movement characteristics (shape parameters of the water content profile, ratio of horizontal wetting front to vertical wetting front, relationship between infiltration time and horizontal wetting front, and relationship between infiltration time and cumulative infiltration) under the above three kinds of water ponding radius were analyzed. On the basis of the assumption that the soil wetting body is a semi-ellipse and the analytical solution of the 1D soil water movement equation at any angle, the approximate analytical solution of the 2D soil water movement equation under ponding conditions is optimized. The function relationships between infiltration time, wetting front, and cumulative infiltration are established. We applied the numerical data simulated by HYDRUS-3D to validate the parameters in proposed analytical solutions and evaluated the relationships between the wetting front and hydraulic parameters. The results indicate that as the water ponding radius increases, the wetting body and 2D water content distribution becomes larger. When the water ponding radius was 2 cm, the numerical and analytical solution of 1D soil water distribution showed the best comparison results, and the model error was the smallest. The ratio of wetting fronts was linearly increased with the increase of air-entry suction with R2 = 0.9969.

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