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Exact and approximate analytical solutions of groundwater response to tidal fluctuations in a theoretical inhomogeneous coastal confined aquifer

机译:理论上非均质的沿海承压含水层中地下水对潮汐波动响应的精确和近似解析解

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The influence of hydraulic conductivity heterogeneity on tide-induced head fluctuations is presented for a theoretical coastal confined aquifer. The conceptual model assumes that the hydraulic conductivity increases linearly with the distance from the coastline. This type of heterogeneity has been observed in many alluvial coastal aquifers. An exact analytical solution that predicts induced head fluctuations is obtained in terms of a Hankel function. The exact solution can be approximated by a simple mathematical expression, valid for small rates of increase of hydraulic conductivity. Both exact and approximate solutions show significant differences from the classical solution obtained for a homogeneous aquifer. Near the coastline the amplitude of the induced head fluctuation is damped but it is enhanced as the distance to the coast increases. The time-lag between sea tide and induced head fluctuation in the aquifer is not linear; it behaves as a square-root type function leading to a faster transmission of the tidal fluctuation. Hypothetical examples show that the influence of hydraulic conductivity heterogeneity can be significant and should be considered for a correct description of the groundwater response.
机译:提出了理论上沿海承压含水层的水力传导率非均质性对潮汐引起的水头波动的影响。概念模型假设水力传导率随距海岸线的距离线性增加。在许多冲积沿海含水层中都观察到了这种异质性。根据汉克尔函数,可以获得一种精确的分析解决方案,该解决方案可以预测引起的磁头波动。确切的解决方案可以通过简单的数学表达式来近似,该表达式对于水力传导率的小幅增加有效。精确解和近似解都显示出与均质含水层的经典解显着不同。在海岸线附近,感应水头波动的幅度被衰减,但是随着到海岸距离的增加,波动幅度增大。海潮和含水层引起的水头波动之间的时滞不是线性的。它表现为平方根型函数,导致潮汐波动更快地传播。假设示例表明,水力传导率非均质性的影响可能很大,应该正确考虑地下水响应。

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