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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:在诸如合成局限性含水层域的场地中使用全球强大的基于搭配网格法的地下水估计

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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:大多数地下水仿真模型基于某些元素(有限元方法)或网格(有限差分方法)制剂,其用于获得含水层系统中的瞬态头部变化。由于地下水管理方案通常要求调用这些仿真模型几百次以提供可接受的决策变量,因此应该采用高效和准确的系统仿真技术。在本文中,最近开发的全球搭配方法基于网格(MFREE)模型用作地下水状态估计工具。开发的模型首先在二维限制含水层合成流量问题上进行测试,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骤和变化的泵送计划进行性能检查。后来测试模型应用于合成含水层流量问题,与真场变异性紧密。通过预计的MFREE模型获得的结果是表达模型的准确性和成功应用的证据。

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