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A Generalized Semi-Analytical Solution for the Dispersive Henry Problem: Effect of Stratification and Anisotropy on Seawater Intrusion

机译:色散Henry问题的广义半解析解:分层和各向异性对海水入侵的影响

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The Henry problem (HP) continues to play a useful role in theoretical and practical studies related to seawater intrusion (SWI) into coastal aquifers. The popularity of this problem is attributed to its simplicity and precision to the existence of semi-analytical (SA) solutions. The first SA solution has been developed for a high uniform diffusion coefficient. Several further studies have contributed more realistic solutions with lower diffusion coefficients or velocity-dependent dispersion. All the existing SA solutions are limited to homogenous and isotropic domains. This work attempts to improve the realism of the SA solution of the dispersive HP by extending it to heterogeneous and anisotropic coastal aquifers. The solution is obtained using the Fourier series method. A special hydraulic conductivity–depth model describing stratified heterogeneity is used for mathematical convenience. An efficient technique is developed to solve the flow and transport equations in the spectral space. With this technique, we show that the HP can be solved in the spectral space with the salt concentration as primary unknown. Several examples are generated, and the SA solutions are compared against an in-house finite element code. The results provide high-quality data assessed by quantitative indicators that can be effectively used for code verification in realistic configurations of heterogeneity and anisotropy. The SA solution is used to explain contradictory results stated in the previous works about the effect of anisotropy on the saltwater wedge. It is also used to investigate the combined influence of stratification and anisotropy on relevant metrics characterizing SWI. At a constant gravity number, anisotropy leads to landward migration of the saltwater wedge, more intense saltwater flux, a wider mixing zone and shallower groundwater discharge zone to the sea. The influence of stratified heterogeneity is more pronounced in highly anisotropic aquifers. The stratification rate and anisotropy have complementary effects on all SWI metrics, except for the depth of the discharge zone.
机译:亨利问题(HP)在与海水入侵(SWI)到沿海含水层有关的理论和实践研究中继续发挥有用的作用。此问题之所以流行,是因为它的简单性和精确性归因于半分析(SA)解决方案的存在。已开发出第一个SA解决方案以实现高均匀扩散系数。几项进一步的研究以较低的扩散系数或与速度有关的色散为基础提出了更现实的解决方案。现有的所有SA解决方案都限于同质和各向同性的域。这项工作试图通过将分散的HP扩展到非均质和各向异性的沿海含水层来改善SA解决方案的真实性。使用傅里叶级数方法获得解决方案。为了数学上的方便,使用了一种特殊的水力传导深度模型来描述分层的非均质性。开发了一种有效的技术来解决光谱空间中的流动和输运方程。通过这种技术,我们证明了可以将光谱浓度中的盐浓度作为主要未知数来解决HP。生成了几个示例,并将SA解决方案与内部有限元代码进行了比较。结果提供了由定量指标评估的高质量数据,这些数据可以有效地用于异质性和各向异性的实际配置中的代码验证。 SA解决方案用于解释以前的工作中关于各向异性对咸水楔的影响所陈述的矛盾结果。它还用于研究分层和各向异性对表征SWI的相关度量的综合影响。在恒定的重力数下,各向异性会导致咸水楔向陆地迁移,更强烈的咸水通量,更宽的混合区和更浅的地下水排放区。在高度各向异性的含水层中,分层非均质性的影响更为明显。除放电区的深度外,分层速率和各向异性对所有SWI度量都有互补作用。

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