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Analysis of groundwater-level fluctuation in a coastal confined aquifer induced by sea-level variation

机译:海平面变化引起的沿海承压含水层地下水位波动分析

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Groundwater responses to tide fluctuations in different hydrogeological situations have been investigated for many years. Various solutions have been derived using the assumption that tides are composed of sinusoidal components, neglecting non-periodic variables. This approach has resulted in the introduction of some inaccuracy in predictions of groundwater responses to sea-level variation. To resolve this problem, this study used the Fourier sine transform method to derive an analytical solution based on the measured sea-level boundary. Compared with an analytical solution based on a sinusoidal assumption and a numerical solution generated by MODFLOW, this solution provided better performance in groundwater-level prediction in a coastal confined aquifer in Zhuhai City, China. The hydrogeological parameters estimated by the three aforementioned methods fitted well with those estimated by field surveys and pumping tests. The introduced analytical solution not only reflects the physical mechanisms of tide-induced groundwater-level fluctuation, but also reveals the non-periodic fluctuation of groundwater level caused by sea-level variation. This solution may also be used to evaluate groundwater responses to random mechanical stresses.
机译:多年来已经研究了地下水在不同水文地质条件下对潮汐波动的响应。假设潮汐由正弦分量组成,而忽略了非周期性变量,则得出了各种解决方案。这种方法导致在预测地下水对海平面变化的响应时引入了一些误差。为了解决这个问题,本研究使用傅里叶正弦变换方法,基于测得的海平面边界得出解析解。与基于正弦假设的解析解决方案和MODFLOW生成的数值解决方案相比,该解决方案在中国珠海市沿海受限含水层的地下水位预测中提供了更好的性能。通过上述三种方法估算的水文地质参数与通过现场调查和抽水试验估算的水文地质参数非常吻合。引入的解析解不仅反映了潮汐引起的地下水位波动的物理机理,而且揭示了由海平面变化引起的地下水位的非周期性波动。该解决方案还可用于评估地下水对随机机械应力的响应。

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    《Hydrogeology Journal 》 |2012年第4期| p.719-726| 共8页
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