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首页> 外文期刊>Hydrological ProcHydrological Processesrnesses >A semi‐analytical solution for groundwater responses to stream‐stage variations and tidal fluctuations in a coastal aquifer
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A semi‐analytical solution for groundwater responses to stream‐stage variations and tidal fluctuations in a coastal aquifer

机译:地下水对沿岸含水层水位变化和潮汐变化的半解析解决方案

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摘要

A two-dimensional semi-analytical solution to analyse stream–aquifer interactions in a coastal aquifer where groundwater level responds to tidal effects is presented. The conceptual model considered is a two-dimensional subsurface system with stream and coastline boundaries at right angles. The dimensional and non-dimensional boundary value problems were solved for water level in the aquifer by successive application of Laplace and Fourier transform techniques, and the results were obtained by numerical inversion of the transformed solution. The solution was then verified by reducing the solutions to one-dimensional known problems and comparing the results with those from previous studies. Hypothetical examples were used to examine the characteristics of water-level variations due to the variations in stream stage and the fluctuations in tide level. Sensitivity analysis indicated that streambed leakance has no influence over the amplitude of groundwater fluctuations, but that the effect of stream stage increases with increasing leakance. Little difference was observed in the water level for different aquifer penetration ratios with narrow stream width. Increases in streambed leakance caused increases in the effect of aquifer penetration by the stream on the water level. An increased specific yield value resulted in decreased amplitude of water fluctuations and mean water level, and showed that water-level variations due to stream and tidal boundaries are sensitive to specific yield. Copyright © 2006 John Wiley & Sons, Ltd.
机译:提出了一种二维半分析解决方案,用于分析地下水位对潮汐影响作出响应的沿海含水层中的水-水相互作用。所考虑的概念模型是二维地下系统,溪流和海岸线边界成直角。通过连续应用拉普拉斯和傅立叶变换技术解决了含水层中水位的维数和无量纲边值问题,并通过对变换后的解进行数值反演来获得结果。然后通过将解决方案简化为一维已知问题并将结果与​​先前研究的结果进行比较来验证该解决方案。假设的例子用来检验由于水位变化和潮汐波动而引起的水位变化特征。敏感性分析表明,河床渗漏对地下水波动幅度没有影响,但随着渗漏量的增加,河段的影响增加。在窄水流宽度下,不同含水层渗透率的水位差异很小。河床渗漏的增加导致河水渗入含水层对水位的影响增加。比产量值的增加导致水波动幅度和平均水位的减小,并表明由于水流和潮汐边界引起的水位变化对比产量敏感。版权所有©2006 John Wiley&Sons,Ltd.

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    Groundwater and Geothermal Resources Division Korea Institute of Geoscience and Mineral Resources 30 Gajeong‐dong Yuseong‐gu Daejeon Korea. Groundwater and Geothermal Resources Division Korea Institute of Geoscience and Mineral Resources 30 Gajeong‐dong Yuseong‐gu Daejeon Korea.;

    Groundwater and Geothermal Resources Division Korea Institute of Geoscience and Mineral Resources 30 Gajeong‐dong Yuseong‐gu Daejeon Korea;

    Groundwater and Geothermal Resources Division Korea Institute of Geoscience and Mineral Resources 30 Gajeong‐dong Yuseong‐gu Daejeon Korea;

    Department of Earth System Sciences Yonsei University Seoul 120‐749 Korea;

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  • 正文语种 eng
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  • 关键词

    stream–aquifer interactions; coastal aquifer; tidal fluctuations; Laplace and Fourier transforms;

    机译:流-含水层相互作用;沿海含水层;潮汐波动;拉普拉斯和傅里叶变换;

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