GROUNDWATER FLOW MODELlING USING the FINITE DIFFERENCES METHOD AND the FINITE ELEMENTS METHOD – COMPARATIVE MODEL STUDIES

Robert Zdechlik, M. Partyka
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引用次数: 1

Abstract

The filtration of groundwater is a complicated process, which is determined by natural environmental factors (hydrogeological conditions) and anthropogenic impacts. Reliable predictions of the impact of the established extortions on the groundwater environment require the use of an appropriate research method that will allow for a precise representation of groundwater circulation. Such methods include numerical modelling of filtration processes, using a mathematical description of groundwater flow, based on assumed parameters and boundary conditions. For groundwater flow modelling, software based on the finite differences method FDM, using Modflow simulators, is most commonly used. Due to the numerous advantages, mainly in terms of greater precision in the representation of the complex geometry of the aquifers and objects affecting the water circulation, the alternative FEM finite elements method is becoming increasingly important. The article presents characteristic features of modelling using both methods. Based on the established imaginary research site, representing typical valley hydrogeological conditions, the paper presents the methodology of model implementation and numerical calculations of water flow using FDM and FEM methods, each in two variants of grid density. Obtained results are presented, with an attempt to compare the advantages and disadvantages of both methods.
利用有限差分法和有限元法建立地下水流动模型-比较模型研究
地下水的过滤是一个复杂的过程,是由自然环境因素(水文地质条件)和人为影响共同决定的。要可靠地预测已确定的敲诈勒索对地下水环境的影响,就需要使用一种适当的研究方法,以便精确地表示地下水循环。这些方法包括在假定参数和边界条件的基础上,利用地下水流动的数学描述,对过滤过程进行数值模拟。对于地下水流动建模,最常用的是基于有限差分法FDM的软件,使用Modflow模拟器。由于具有许多优点,主要是在表示含水层和影响水循环的物体的复杂几何形状方面具有更高的精度,替代FEM有限元方法正变得越来越重要。本文介绍了两种方法建模的特点。本文以建立的假想研究场地为基础,代表典型的河谷水文地质条件,提出了基于两种网格密度变化的FDM和FEM方法的模型实现方法和水流数值计算方法。给出了得到的结果,并试图比较两种方法的优缺点。
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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