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A semi-analytical approach to simulate cross-flow effect on the flow behavior of partially penetrating well in two-layer confined aquifer by Green function method

机译:绿色函数法模拟两层限制含水层部分穿透井流动行为的半分析方法

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摘要

A semi-analytical model for the transient flow problem of a partially penetrating well in three-dimensional anisotropic two-layer confined aquifer is developed by taking the cross-flow between two layers into consideration. Using the Green function and boundary element method in Laplace space, a matrix is established and solved by Gauss's elimination method. The drawdown solution is inverted to the time domain by using numerical inversion algorithm of Stehfest (1970). Importantly, the time of cross-flow occurrence can be indicated precisely. Moreover, the flow rate on penetrating segments and interfaces between layers at different flow stages are quantitatively investigated. The comparison between the semi-analytical solution and numerical solution shows an excellent agreement. In addition, one case for aquifer with two separate layers and another case for one single layer with an overlying gas cap or an underlying aquifer are also presented to show the differences between that with or without cross-flow effect. Finally, influencing factors including cross-flow coefficient, anisotropic factor, penetrating location, and penetrating ratio on both flow rate and drawdown are analyzed in detail.
机译:建立了三维各向异性双层承压含水层中部分穿透井非稳定渗流问题的半解析模型。利用拉普拉斯空间中的格林函数和边界元法,建立了一个矩阵,并用高斯消去法求解。利用Stehfest(1970)的数值反演算法将水位下降解反演到时域。重要的是,可以精确指示交叉流发生的时间。此外,还定量研究了不同流动阶段穿透段和层间界面的流速。半解析解和数值解之间的比较显示了极好的一致性。此外,一种情况下含水层有两个独立的层,另一种情况下一个单层有上覆气顶或下伏含水层,以显示有或无横流效应之间的差异。最后,详细分析了错流系数、各向异性系数、穿透位置和穿透率等因素对流量和水位降的影响。

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