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The Hybrid Finite-Element Mixing-Cell method: a new flexible method for large scale groundwater modelling

机译:混合有限元混合单元格方法:一种用于大规模地下水建模的灵活新方法

摘要

Interest of end-users and policy makers for understanding and managing water systems at the regional scale has increased for years. At this scale, groundwater models of different complexity ranging from black-box models to physically based distributed models have been used in various hydrogeological conditions. Black-box models, such as transfer functions, have been applied for example to model groundwater in large scale hydrological models, to model karstic systems, in particular for the interpretation of isotopic data. Their concepts are simple and attractive because they require relatively few data. The main drawbacks are however that modelling results are not spatially distributed and their predictive capability is questionable due to the semi-empirical nature of process descriptions. On the contrary, due to a more advanced description of ongoing processes, physically-based distributed models are expected to have better predictive capabilities than black-box models. However, because such models require more data, they are generally applied for case studies that are better characterized from a hydrogeological point of view, for which the distribution of water levels or solute concentrations in the groundwater systems are needed. For large-scale modelling purposes, black-box models and physically-based distributed models have both proved their utilities and have their own justifications, advantages and disadvantages. However, few attempts have been made to combine the advantages of these two categories of approaches in a unified modelling application. A new flexible modelling approach, the Hybrid Finite-Element Mixing-Cell method (HFEMC), has been developed that allows combining in a single model, and in a fully integrated way, different mathematical approaches of various complexities for groundwater modelling in complex and large scale environments. This method has been implemented in the groundwater flow and solute transport numerical code SUFT3D. The approach has been first tested and illustrated using basic and advanced “synthetic” examples that allow validating and discussing its advantages over existing modelling concepts. The HFEMC approach is now applied for the development of a large scale groundwater flow and solute transport model in different groundwater basins in Belgium.
机译:多年来,最终用户和政策制定者对于在区域范围内理解和管理水系统的兴趣已经增加。在这种规模下,已经在各种水文地质条件下使用了从黑匣子模型到基于物理的分布式模型等不同复杂程度的地下水模型。黑匣子模型,例如传递函数,已被应用到例如大型水文模型中的地下水模型,岩溶系统模型中,特别是用于同位素数据的解释。它们的概念简单且有吸引力,因为它们需要的数据相对较少。但是,主要缺点是建模结果没有在空间上分布,并且由于过程描述的半经验性质,其预测能力令人怀疑。相反,由于对进行中的过程有更高级的描述,因此基于物理的分布式模型比黑盒模型具有更好的预测能力。但是,由于此类模型需要更多数据,因此通常用于从水文地质学角度更好地表征的案例研究,为此需要地下水系统中水位或溶质浓度的分布。出于大规模建模的目的,黑匣子模型和基于物理的分布式模型都证明了它们的实用性,并且有其自身的理由,优点和缺点。但是,很少有人尝试在统一的建模应用程序中结合这两种方法的优点。已经开发出一种新的灵活建模方法,即混合有限元混合单元法(HFEMC),它允许在单个模型中以完全集成的方式组合各种复杂程度的地下水建模的各种复杂程度的不同数学方法。规模环境。该方法已在地下水流量和溶质运移数值代码SUFT3D中实现。该方法已首先使用基本和高级的“合成”示例进行了测试和说明,这些示例可验证和讨论其相对于现有建模概念的优势。 HFEMC方法现已应用于比利时不同地下水盆地的大规模地下水流和溶质运移模型的开发。

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