A New Two-dimensional Dual-permeability Model of Preferential Water Flow in the Vadose Zone

IF 1.2 Q4 WATER RESOURCES
C. Paraskevas, C. Babajimopoulos
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引用次数: 0

Abstract

LEAK2D (L2D) is a new, two-dimensional, dual-permeability model for the simulation of preferential water flow in the vadose zone, allowing for the continuous exchange of water between the matrix and the fracture domain. It is based on the two-dimensional Richards equation for the simulation of flow in the matrix domain and on the kinematic wave equation for the simulation of flow in the fracture domain. The Richards equation is solved by a combination of the Alternating Direction Implicit method and the Douglas-Jones predictor-corrector method. This combination leads to a very efficient, stable, and time-consuming method. A variable time step is used by which any instability of the numerical solution is avoided. The water transfer from the fracture to the matrix domain is estimated as a first-order approximation of the water diffusion equation. The model was used to satisfactorily simulate preferential flow under an extreme rainfall/irrigation event. The exchange of water between the two domains depends on parameters which have physical meaning; however, their exact values are difficult to be determined or measured. Based on the most common values of these parameters found in the literature, a sensitivity analysis was performed to define their effect on the output of the model.
一种新的二维双渗透渗透层优先水流模型
LEAK2D (L2D)是一种新的二维双渗透率模型,用于模拟气包带中的优先水流,允许水在基质和裂缝区域之间连续交换。它是基于二维Richards方程来模拟矩阵域中的流动,基于运动学波动方程来模拟裂缝域中的流动。采用交替方向隐式法和道格拉斯-琼斯预测校正法相结合的方法求解理查兹方程。这种组合形成了一种非常高效、稳定和耗时的方法。采用可变时间步长,避免了数值解的不稳定性。通过水扩散方程的一阶近似来估计水从裂缝到基质域的转移。该模型能较好地模拟极端降雨灌溉条件下的优先流。两个域之间的水交换取决于具有物理意义的参数;然而,它们的确切值很难确定或测量。根据在文献中发现的这些参数的最常见值,进行敏感性分析以定义它们对模型输出的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.30
自引率
0.00%
发文量
8
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