Groundwater dynamics due to general stream fluctuations in an unconfined single or dual-porosity aquifer subjected to general areal recharge

被引:14
|
作者
Sedghi, Mohammad M. [1 ]
Zhan, Hongbin [2 ]
机构
[1] Payame Noor Univ, Dept Geol, Tehran 193953697, Iran
[2] Texas A&M Univ, Dept Geol & Geophys, College Stn, TX 77845 USA
关键词
Analytical solution; River basin aquifer; Recharge; River level fluctuations; Anticline reservoir; WATER-TABLE FLUCTUATIONS; BOUSSINESQ EQUATION; STAGE; FLOW; DEPLETION;
D O I
10.1016/j.jhydrol.2019.04.052
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Analytical solutions of groundwater dynamics in an elongated aquifer subjected to general time-dependent recharge are presented. The lateral boundaries are specified heads with the head variations governed by general time-dependent functions. General recharge function was not considered in previous works of this kind. Both single and double-porosity aquifers are considered. The solution is obtained using Fourier sine and Laplace transformations, followed by an inverse Fourier-Laplace transform involving residue theorem and convolutional integral. For the unconfined single-porosity aquifer case, the exact time-domain solution is obtained using the residue theorem; for the unconfined double-porosity aquifer case, the time-domain head is calculated using the de Hoog inverse Laplace algorithm. The presented solution can be used to estimate the hydraulic parameters of 1) groundwater head variation of a river basin aquifer subjected to general lateral head variation and recharge; 2) groundwater head variation in a double-porosity elongated fractured anticline; 3) groundwater depletion of an elongated fractured anticline subjected to recharge due to rainfall or snowmelt to its adjacent alluvial aquifer. In addition, the presented solution can be utilized to optimize the irrigation pattern in a cropland between two trench drains to control the groundwater mound.
引用
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页码:436 / 449
页数:14
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