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Towards a computationally efficient free-surface groundwater flow boundary condition for large-scale hydrological modelling

机译:面向大型水文模拟的高效计算自由面地下水流边界条件

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摘要

Shallow groundwater is a critical component of the terrestrial water cycle. It sustains baseflow in rivers, supplies root zones with soil moisture during dry periods, and directly influences the land-atmosphere exchange processes. Nonetheless, the integration of groundwater into large-scale hydrological models remains challenging. The most detailed way of representing groundwater dynamics is to incorporate three-dimensional, variably saturated flow processes in the subsurface representation of hydrological models. However, such detailed modelling is still a challenge for global hydrological applications, mainly due to its high computational demand. In this study, a free-surface boundary condition called the Groundwater Flow Boundary (GFB) is developed to represent groundwater dynamics in a more computationally-efficient manner than the full three-dimensional models do. We evaluate GFB using two synthetic test cases, namely an infiltration experiment and a tilted-v catchment, which focus on groundwater recharge and discharge processes, respectively. The simulation results from GFB are compared with a three-dimensional groundwater flow model and with an over-simplified approach using a free-drainage lower boundary condition to assess the impact of our assumptions on model results. We demonstrate that GFB is computationally more efficient compared to the three-dimensional model with limited loss in model performance when simulating infiltration and runoff dynamics.
机译:浅层地下水是陆地水循环的重要组成部分。它维持河流的基流,在干旱时期为根系区域提供土壤水分,并直接影响土地-大气交换过程。尽管如此,将地下水整合到大规模水文模型中仍然具有挑战性。表示地下水动力学的最详细方法是在水文模型的地下表示中纳入三维可变饱和流过程。但是,这种详细的建模对于全球水文应用仍然是一个挑战,主要是由于其高计算需求。在这项研究中,开发了一种称为地下水流边界(GFB)的自由表面边界条件,以比完整的三维模型更有效的计算方式来表示地下水动力学。我们使用两个综合测试案例来评估GFB,这两个案例分别是渗透实验和倾斜V集水区,分别关注地下水的补给和排放过程。 GFB的模拟结果与三维地下水流模型以及采用自由排水下边界条件的过度简化方法进行了比较,以评估我们的假设对模型结果的影响。我们证明,在模拟入渗和径流动力学时,与三维模型相比,GFB的计算效率更高,模型性能损失有限。

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  • 来源
    《Advances in Water Resources》 |2019年第1期|225-233|共9页
  • 作者单位

    Univ Bristol, Dept Civil Engn, Bristol, Avon, England;

    IBG 3, Res Ctr Julich, Julich, Germany;

    Geoverbund ABC J, Ctr High Performance Sci Comp Terr Syst, Julich, Germany;

    Univ Bristol, Cabot Inst, Bristol, Avon, England;

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