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首页> 外文期刊>KSCE journal of civil engineering >Groundwater Estimation using Global Strong Form Collocation-based Meshfree Method in a Field like Synthetic Confined Aquifer Domain
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Groundwater Estimation using Global Strong Form Collocation-based Meshfree Method in a Field like Synthetic Confined Aquifer Domain

机译:合成承压含水层领域中基于全局强形式搭配的无网格法估算地下水

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摘要

Most of the groundwater simulation models are based on certain element (finite element method) or grid (finite difference method) formulation which is used for obtaining the transient head variation in the aquifer system. Since groundwater management scenarios often demand to call these simulation models several hundred times to deliver the acceptable decision variables, it is essential that an efficient and accurate system simulation technique should be adopted. In this paper, a recently developed global collocation approach based meshfree (Mfree) model is used as a groundwater state estimation tool. The developed model is first tested on a two-dimensional confined aquifer synthetic flow problem where the results are compared with the available analytical and numerical solutions. Different time steps and varied pumping schedules were also assessed for a performance check. Later the tested model is applied to a synthetic aquifer flow problem having a close analogy to real field variability. The results obtained through the projected Mfree model are the testimony of accuracy and successful application of the developed model.
机译:大多数地下水模拟模型是基于某些要素(有限元法)或网格(有限差分法)的公式,用于获得含水层系统中的瞬时水头变化。由于地下水管理方案经常需要调用这些仿真模型数百次才能提供可接受的决策变量,因此必须采用有效而准确的系统仿真技术。在本文中,最近开发的基于无网格(Mfree)模型的全局配置方法被用作地下水状态估计工具。首先在二维受限含水层合成流问题上测试开发的模型,然后将结果与可用的分析和数值解决方案进行比较。还评估了不同的时间步长和不同的抽水时间表,以进行性能检查。后来,将测试的模型应用于合成含水层流量问题,该问题与真实油田的变化性非常相似。通过投影的Mfree模型获得的结果证明了所开发模型的准确性和成功应用。

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