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Closing horizontal groundwater fluxes with pipe network analysis: An application of the REW approach to an aquifer

机译:用管网分析封闭水平地下水通量:REW方法在含水层中的应用

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摘要

The Representative Elementary Watershed (REW) approach for modeling the hydrologic response of watersheds is based on the discretization of a catchment into hydrologically sensitive control volumes. Global balance laws for mass, momentum (and energy) are formulated for the volumes. An implementation of the approach requires closing unknown REW-scale mass fluxes and forces exchanged across the REW-internal control volume boundaries and between REWs. In the present paper we focus exclusively on the horizontal groundwater flow, while neglecting other hydrological processes such as surface runoff, subsurface stormflow and surface-groundwater interaction. Here we describe a simplified groundwater modeling approach, which is based on the parsimonious estimation of mass fluxes exchanged laterally between REWs. The procedure employs principles of mass and energy conservation as stated by the Kirchhoff laws. The problem is reduced to the solution of a coupled system of linear equations in terms of inter-REW groundwater fluxes and a dimensionless ratio Θ between the local saturated zone depths y~5 and spatial length scales A over which piezometric head gaps are dissipated. The equation system is solved by successive approximation, as suggested by the Cross method, which is used in engineering practice for resolving resistor networks under steady state conditions. The procedure converges rapidly for complex network configurations. It is shown that for given boundary fluxes imposed at the watershed edges, mass fluxes exchanged in-between REWs can be calculated in an unique and consistent fashion. The paper briefly reviews the essential governing equations, introduces the formulation of the problem in terms of the Kirchoff laws and shows the numerical solution of the network. Simulation results for an application to the Hesbaye groundwater system in Belgium are presented.
机译:用于对流域水文响应进行建模的代表性基本流域(REW)方法基于将流域离散化为对水文敏感的控制量。为体积制定了质量,动量(和能量)的全球平衡定律。该方法的实现需要关闭未知的REW尺度质量通量,以及在REW内部控制体积边界之间以及REW之间交换的力。在本文中,我们只关注水平地下水流,而忽略了其他水文过程,例如地表径流,地下暴雨流和地表-地下水相互作用。在这里,我们描述了一种简化的地下水建模方法,该方法基于对REW之间横向交换的质量通量的简约估计。该程序采用了基尔霍夫定律所规定的质量和能量守恒定律。该问题被简化为基于REW间的地下水通量以及局部饱和区深度y〜5与空间长度标度A之间的无量纲比Θ的线性方程的耦合系统的解,在该空间因数上测压头间隙被消除。按照Cross方法的建议,方程组通过逐次逼近法求解,该方法在工程实践中用于解决稳态条件下的电阻网络。对于复杂的网络配置,该过程迅速收敛。结果表明,对于在分水岭边缘施加的给定边界通量,可以以唯一且一致的方式计算REW之间交换的质量通量。本文简要回顾了基本的控制方程,根据基尔霍夫定律介绍了问题的表述,并给出了网络的数值解。给出了在比利时的Hesbaye地下水系统中应用的模拟结果。

著录项

  • 来源
    《Environmental Modelling & Software》 |2010年第12期|p.1702-1712|共11页
  • 作者

    P. Reggiani; T.H.M. Rientjes;

  • 作者单位

    Section of Hydraulic Structures and Probabilistic Design, Delft University of Technology, P.O. Box 5048, 2600CA Delft, The Netherlands;

    rnDepartment of Water Resources, Faculty of Geo-information Science and Earth Observation, University Twente, P.O. Box 6, 7500AA Enschede, The Netherlands;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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