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A correction factor to account for mixing in Ghyben-Herzberg and critical pumping rate approximations of seawater intrusion in coastal aquifers

机译:修正Ghyben-Herzberg中的混合和沿海含水层中海水入侵的临界抽水速率近似值的校正因子

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摘要

The classic Ghyben-Herzberg estimate of the depth of the freshwater-saltwater interface together with the Dupuit approximation is a useful tool for developing analytical solutions to many seawater intrusion problems. On the basis of these assumptions, Strack (1976) developed a single-potential theory to calculate critical pumping rates in a coastal pumping scenario. The sharp interface assumption and, in particular, this analytical solution are widely used to study seawater intrusion and the sustainable management of groundwater resources in coastal aquifers. The sharp interface assumption neglects mixing and implicitly assumes that salt water remains static. Consequently, this approximation overestimates the penetration of the saltwater front and underestimates the critical pumping rates that ensure a freshwater supply. We investigate the error introduced by adopting the sharp interface approximation, and we include the effects of dispersion on the formulation of Strack (1976). To this end, we perform numerical three-dimensional variable density flow simulations. We find that Strack's equations can be extended to the case of mixing zone if the density factor is multiplied by an empirically derived dispersion factor [1 - (α T/ b′) 1/6], where α T is transverse dispersivity and b' is aquifer thickness. We find that this factor can be used not only to estimate the critical pumping rate but also to correct the Ghyben-Herzberg estimate of the interface depth. Its simplicity facilitates the generalization of sharp interface analytical solutions and good predictions of seawater penetration for a broad range of conditions. Copyright 2011 by the American Geophysical Union.
机译:吉本-赫兹伯格(Ghyben-Herzberg)关于淡水-盐水界面深度的经典估​​计以及Dupuit近似是开发许多海水入侵问题的分析解决方案的有用工具。基于这些假设,Strack(1976)开发了一种单势理论来计算沿海抽水情况下的临界抽水率。尖锐的界面假设,尤其是这种分析解决方案,被广泛用于研究海水入侵和沿海含水层中地下水资源的可持续管理。尖锐的界面假设忽略了混合,并隐式假设盐水保持静态。因此,该近似值高估了盐水前沿的渗透,并低估了确保淡水供应的关键抽水率。我们研究采用锐利接口近似引入的误差,并包括色散对Strack(1976)公式的影响。为此,我们执行了三维三维变密度流动模拟。我们发现,如果密度因子乘以经验得出的色散因子[1--(αT / b')1/6],则Strack方程可以扩展到混合带的情况,其中αT是横向色散,b'是含水层的厚度。我们发现,该因子不仅可以用来估计临界泵送速率,而且可以用来校正界面深度的Ghyben-Herzberg估计。它的简单性促进了广泛的条件下清晰的界面分析解决方案的一般化和对海水渗透的良好预测。美国地球物理联盟版权所有2011。

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