Technical Papers
Feb 11, 2023

Vertical Flux in a Two-Layer Aquifer System Absent of Aquitard

Publication: Journal of Hydrologic Engineering
Volume 28, Issue 4

Abstract

Heterogeneously layered river-basin or reservoir-bank aquifers are widely distributed, and the two-layer aquifer system is a simple representative of such aquifers. In this research, a conceptual model of vertical groundwater flux induced by a rising prescribed head boundary in a two-layer aquifer system (without an aquitard in between) is developed. A semianalytical solution is derived using Green’s function method (GFM) and compared with finite-element numerical solutions. The result indicates that differences of hydraulic parameters have profound effects on the hydraulic head distribution in both layers and dynamics of vertical mass exchange between the layers. A larger media anisotropy (Am) leads to a smaller buildup contrast between the two layers and a greater peak value of vertical groundwater flux across the interface of two layers. The buildup in the upper layer is insensitive to KLD [which is the permeability ratio of the lower (less permeable) layer to the upper (more permeable) layer], whereas the buildup in the lower layer is sensitive to KLD. A greater permeability contrast between the two layers causes a larger groundwater flux across the interface and a greater peak flux. A larger specific storage contrast leads to smaller buildups, and a smaller specific storage contrast leads to a greater peak vertical groundwater flux. Among many applications, the proposed solutions have profound chemical, biological, and thermal transport implications because tracer elements or heat of different layers can dynamically interact with each other, driven by the vertical groundwater flux of different layers.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by Program of the Natural Science Foundation of China (No. 42272296); The authors would like to thank the Associate Editor and the anonymous reviewers for their constructive comments which help us improve the quality of the manuscript.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 28Issue 4April 2023

History

Received: May 19, 2022
Accepted: Nov 16, 2022
Published online: Feb 11, 2023
Published in print: Apr 1, 2023
Discussion open until: Jul 11, 2023

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Authors

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Chong Ma, Ph.D.
Lecturer, School of Mathematics and Physics, China Univ. of Geosciences, Wuhan, Hubei 430074, China; State Environmental Protection Key Laboratory of Source Apportionment and Control of Aquatic Pollution, Hubei Key Laboratory of Yangtze River Basin Environmental Aquatic Science, China Univ. of Geosciences, Wuhan, Hubei 430078, China.
Hongbin Zhan, Ph.D. [email protected]
Professor, Dept. of Geology and Geophysics, Texas A&M Univ., College Station, TX 77843-3115 (corresponding author). Email: [email protected]
Wenguang Shi
Ph.D. Candidate, School of Environmental Studies, China Univ. of Geosciences, Wuhan 430074, China.

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