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首页> 外文期刊>Journal of hydrologic engineering >Solution of Unsteady Flow in a Confined Aquifer Interacting with a Stream with Exponentially Decreasing Stream Stage
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Solution of Unsteady Flow in a Confined Aquifer Interacting with a Stream with Exponentially Decreasing Stream Stage

机译:承压含水层中与流段呈指数递减关系的非恒定水流的解决方案

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摘要

The solution of interactions between groundwater and surface water provides good insight into the mechanism of these water resources. Considering groundwater as a significant source of irrigation and a main freshwater supply for agricultural purposes, a stream-aquifer system is studied to investigate the groundwater level and flow direction. The solution is obtained and applicable for streams fully penetrating the aquifer. The system is solved and a set of expressions for computing level and exchange in the aquifer are derived by means of the Laplace transformation technique, wherein the right end of the aquifer is a constant head boundary and the stream stage at the left boundary decreases exponentially with time. A broad range of sensitivity analysis is carried out to investigate the effects of variations in aquifer parameters on groundwater head. Aquifer response for exponential and sudden drops in stream stage is investigated. A useful expression describing the relation of stream stage variation rate and volumetric exchange is found, which clarifies whether the final volumetric exchange is negative, zero, or positive. For a sudden drop in stream stage, a water divide takes place in the aquifer and therefore flow reversal occurs at the water divide position. It is shown that how and how much the position of the water divide changes depends on changes in aquifer parameters. In addition, it is observed that groundwater level stabilization occurs relatively faster in aquifers with a greater hydraulic conductivity, smaller specific storage, or smaller length.
机译:地下水和地表水之间相互作用的解决方案提供了对这些水资源机制的深入了解。考虑到地下水是重要的灌溉水源和农业用的主要淡水供应,研究了一种水流-含水层系统以研究地下水位和流向。获得的解决方案适用于完全渗透含水层的水流。对该系统进行求解,并通过拉普拉斯变换技术推导用于计算含水层中水位和交换量的一组表达式,其中含水层的右端是恒定的水头边界,而左边界处的水位随时间。进行了广泛的敏感性分析,以研究含水层参数变化对地下水位的影响。研究了水流对指数和突然下降的含水层响应。找到了一个有用的表达式,描述了流量变化率与体积交换之间的关系,它阐明了最终的体积交换是负数,零数还是正数。如果水位突然下降,则在含水层中会发生分水,因此在分水位置会发生逆流。结果表明,水位变化的方式和程度取决于含水层参数的变化。此外,可以观察到,在具有较高的水力传导率,较小的比储量或较小的长度的含水层中,地下水位的稳定作用相对较快。

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