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Three-dimensional numerical simulation of density-dependent groundwater flow and salt transport due to groundwater pumping in a heterogeneous and true anisotropic coastal aquifer system

机译:异均匀和真正各向异性沿海含水层系统地下水泵浦密度依赖地下水流量及盐运输三维数值模拟

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A series of three-dimensional numerical simulations using a multidimensional hydrodynamic dispersion numerical model is performed to analyse seawater intrusion under groundwater pumping in an unsaturated fractured porous coastal aquifer system, which is heterogeneous and true anisotropic. The numerical simulation results show that such heterogeneity and true anisotropy have significant effects on spatial and temporal distributions of density-dependent groundwater flow and salt transport. Therefore, it may be concluded that both heterogeneity and true anisotropy must be properly considered when more rigorous and reasonable predictions of long-term density-dependent groundwater flow and salt transport induced by groundwater pumping are to be obtained for the optimal management of coastal groundwater resources.
机译:使用多维流体动力分散数值模型进行一系列三维数值模拟,分析了在不饱和骨折多孔沿海含水层系统下地下水泵浦下的海水侵入,这是异质和真正的各向异性的。数值模拟结果表明,这种异质性和真正的各向异性对密度依赖性地下水流量和盐运输的空间和时间分布具有显着影响。因此,可以得出结论:当要获得对地下水泵浦的长期密度依赖性地下水流量和盐传输的更严格和合理的预测时,必须适当地考虑异质性和真正的各向异性,以获得地下水资源的最佳管理,以获得地下水泵浦的最佳管理。

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