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首页> 外文期刊>Journal of hydrometeorology >A Quasi-Three-Dimensional Variably Saturated Groundwater Flow Modelfor ClimateModeling
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A Quasi-Three-Dimensional Variably Saturated Groundwater Flow Modelfor ClimateModeling

机译:气候模拟的准三维可变饱和地下水流模型

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In this study, a quasi-three-dimensional, variably saturated groundwater flow model was developed by approximately dividing the three-dimensional soil water and groundwater flow into an unsaturated vertical soil water flow and a horizontal groundwater flow to simulate the interactions among soil water, groundwater,and vegetation. The developed model consists of a one-dimensional unsaturated soil water flow model with the water table as the moving boundary using an adaptive grid structure for a vertical soil column formed based on discrete grid cells in a horizontal domain, a two-dimensional groundwater flow model for the horizontal domain, and an interface model connecting the two components for the horizontal grid cells in the domain. Synthetic experiments by the model were conducted to test the sensitivities of the model parameters of river elevation, ground surface hydraulic conductivity, and surface flux, and the results from the experiments showed the robustness of the proposed model under different conditions. Comparison of the simulation by the model and that by a full three-dimensional scheme showed its easibility and efficiency. A case of stream water conveyance in the lower reaches of the Tarim River was then applied to validate the developed model for simulation of the water table elevations at the Yingsu section. inally, a numerical experiment by the model for the Tarim River basin was conducted to discuss the groundwater latent flow for large-scale highrelief topography with stream water conveyance. The results show that the model can simulate the water table reasonably well.
机译:在这项研究中,通过将三维土壤水和地下水流大致分为非饱和垂直土壤水流和水平地下水水流,以模拟土壤水之间的相互作用,开发了准三维可变饱和地下水流模型,地下水和植被。所建立的模型包括一个以地下水位为运动边界的一维非饱和土壤水流模型,该模型使用了基于水平域中离散网格单元的垂直土壤柱的自适应网格结构,以及一个二维地下水流模型。用于水平域,以及一个接口模型,用于连接域中水平网格单元的两个组件。通过该模型进行了综合实验,测试了河流高程,地表水导率和地表通量等模型参数的敏感性,实验结果表明了该模型在不同条件下的鲁棒性。通过模型与完整的三维方案进行的仿真比较表明了其可行性和有效性。然后,以塔里木河下游河水输送的情况为例,验证了开发的模型,用于模拟英苏段的地下水位高程。最后,利用该模型对塔里木河流域进行了数值试验,讨论了具有流水输送的大规模高浮雕地形的地下水潜流。结果表明,该模型可以较好地模拟地下水位。

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