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利用解析方法评估承压含水层对补给变化和水流分布的响应。

Assessment of confined aquifer response to recharge variations and water inflow distributions using analytical approach.

机构信息

Department of Civil Engineering, Shahrekord University, Shahrekord, Iran.

Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.

出版信息

Environ Sci Pollut Res Int. 2021 Sep;28(36):50878-50889. doi: 10.1007/s11356-021-14314-6. Epub 2021 May 10.

Abstract

Quantification of the amount of the exchanged water between the surface water and a confined aquifer is a basic step in water balance and environmental hydraulics. The hydraulic connection between a surface water and a confined aquifer may occur through different recharge variations. The current research presents new analytical solutions for confined aquifer response to recharge variations and different inflow distributions. Different cases were studied, where a constant piezometric head is applied at the right boundary of the 2D confined aquifer plane and various distributions of water inflow through the recharging windows are considered on a part and/or parts of the left boundary. Finally, a uniform water inflow distribution on parts of the left boundary and a uniform distribution of water outflow at the right boundary was considered. Both steady and unsteady state problems can be solved using proposed equations. The performance of developed analytical solutions was examined compared to the numerical finite difference modeling. The results show reasonable precision of the developed analytical solutions. The developed solutions can be used as a benchmark to verify numerical approaches with similar boundary conditions.

摘要

量化地表水与承压含水层之间交换水量的多少是水量平衡和环境水力学的基本步骤。地表水与承压含水层之间的水力联系可能通过不同的补给变化发生。当前的研究提出了承压含水层对补给变化和不同入流分布响应的新解析解。研究了不同的情况,其中在二维承压含水层平面的右侧边界施加恒定的测压水头,并且在左侧边界的一部分和/或部分考虑通过补给窗的不同入流分布。最后,考虑了左侧边界部分的均匀入流分布和右侧边界的均匀出流分布。提出的方程可用于解决稳态和非稳态问题。将开发的解析解的性能与数值有限差分模型进行了比较。结果表明,开发的解析解具有合理的精度。开发的解决方案可用作具有类似边界条件的数值方法的基准验证。

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