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首页> 外文期刊>Journal of hydrologic engineering >Three-Dimensional Semianalytical Solutions of Groundwater Flow to a Well in Fractured Wedge-Shaped Aquifers
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Three-Dimensional Semianalytical Solutions of Groundwater Flow to a Well in Fractured Wedge-Shaped Aquifers

机译:楔形裂隙含水层中地下水流向井的三维半解析解

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摘要

The three-dimensional Laplace domain solutions of groundwater flow to a well in fractured double porosity confined, unconfined, and leaky wedge-shaped aquifers are developed. Three wedge boundary configurations: (1) two constant head zero drawdown; (2) two impermeable; and (3) one constant head zero drawdown and one impermeable wedge boundary are considered. Dimen-sionless drawdowns are obtained for different wedge boundary configurations to investigate flow system behavior. Lateral boundary dimensionless flux at a representative line is also calculated for two constant head zero drawdown configuration and its sensitivity to the matrix hydraulic parameters are investigated. Results of our study are presented in the form of dimensionless flux-dimensionless time and dimensionless drawdown-dimensionless time, type curves. The results are useful for evaluating the role of matrix hydraulic parameters on lateral boundary depletion rate and investigation of flow system behavior in double porosity wedge-shaped aquifers with different lateral boundary configurations. The presented analytical solutions can also be used in parameter identification, stream depletion rate estimation and numerical models verification.
机译:开发了在裂隙双孔隙,受限,无约束和泄漏楔形含水层中流向井的地下水的三维拉普拉斯域解。三种楔形边界配置:(1)两个恒定水头零压降; (2)两层不透水; (3)考虑了一个恒定水头零垂降和一个不可渗透的楔形边界。针对不同的楔形边界构型获得了无因次降落,以研究流动系统的行为。还针对两个恒定压头零压降配置计算了代表线处的横向边界无量纲通量,并研究了其对基体液压参数的敏感性。我们的研究结果以无量纲通量-无量纲时间和无量纲降落-无量纲时间,类型曲线的形式呈现。研究结果对于评价基质水力参数对侧向边界枯竭率的作用以及研究具有不同侧向边界构型的双孔隙楔形含水层中流动系统行为的研究很有用。提出的分析解决方案也可用于参数识别,流耗率估计和数值模型验证。

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