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Analytical solutions for pressure perturbation and fluid leakage through aquitards and wells in multilayered aquifer systems

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TLDR
In this article, the authors developed generalized analytical solutions that account for the combined effect of diffuse and focused leakage in a system of N aquifers with alternating leaky aquitards in response to fluid injection/extraction with any number of injection/pumping (active) wells, and passive leakage/recharge in any number, NL, of leaky wells.
Abstract
[1] Large-scale groundwater pumping or deep fluid injection in a multilayered subsurface system may generate pressure perturbation not only in the target formation(s), but also in over- and underlying units. Hydraulic communication in the vertical direction may occur via diffuse leakage through aquitards and/or via focused leakage through leaky wells. Existing analytical solutions for pressure perturbation and fluid flow in such systems consider either diffuse leakage or focused leakage, but never in combination with each other. In this study, we developed generalized analytical solutions that account for the combined effect of diffuse and focused leakage. The new solutions solve for pressure changes in a system of N aquifers with alternating leaky aquitards in response to fluid injection/extraction with any number, NI, of injection/pumping (active) wells, and passive leakage/recharge in any number, NL, of leaky wells. The equations of horizontal groundwater flow in the aquifers are coupled by the vertical flow equations in the aquitards and by the flow continuity equations in the leaky wells. The solution methodology, described in detail in this paper, involves transforming the transient flow equations into the Laplace domain; decoupling the resulting ordinary differential equations (ODEs) coupled by diffuse leakage via eigenvalue analysis; solving a system of NL × N linear algebraic equations for the unknown rates of flow through leakage wells; and superposing the solution of pressure buildup/drawdown in aquifers and aquitards resulting from flow in the NI active and NL leaky wells. Verification of the new methodology was achieved by comparison with existing analytical solutions for diffuse leakage and for focused leakage, and against a numerical solution for combined diffuse and focused leakage. Application to an eight-aquifer system with leaky aquitards and one leaky well demonstrates the usefulness and efficiency of the approach, and illustrates the pressure behavior over a spectrum of leakage scenarios and parameters.

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Citations
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Making sense of global sensitivity analyses

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Impact-driven pressure management via targeted brine extraction Conceptual studies of CO2 storage in saline formations

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TL;DR: In this article, the authors investigated the diffusive leakage of brine from a storage aquifer into overlying and underlying low permeability layers during geosequestration of carbon dioxide (CO2) through development of a theoretical model.
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Pressure Buildup and Brine Migration During CO2 Storage in Multilayered Aquifers

TL;DR: This study presents the application of a recently developed analytical solution for pressure buildup and leakage rates in a multilayered aquifer-aquitard system with focused and diffuse brine leakage and presents several example applications for a hypothetical CO2 injection scenario to demonstrate that the new solution is an efficient tool for analyzing regional pressure buildup.
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Early detection of brine and CO2 leakage through abandoned wells using pressure and surface-deformation monitoring data: Concept and demonstration

TL;DR: In this paper, the authors developed a methodology for early detection of potential CO2 leakage from geological storage formations using pressure and surface deformation anomalies. But their method is based on the assumption that leakage-induced pressure signals travel much faster than the migrating CO2; thus such anomalies may be detected early enough for risk management measures taking effect in avoiding substantial CO2 leaks.
References
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The relation between the lowering of the Piezometric surface and the rate and duration of discharge of a well using ground‐water storage

TL;DR: The mathematical theory of ground-water hydraulics has been based entirely on a postulate that equilibrium has been attained and therefore that water-levels are no longer falling.
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Remark on algorithm 368: Numerical inversion of Laplace transforms

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