2014
DOI: 10.1002/2013wr013867
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Flow in horizontally anisotropic multilayered aquifer systems with leaky wells and aquitards

Abstract: [1] Flow problems in an anisotropic domain can be transformed into ones in an equivalent isotropic domain by coordinate transformations. Once analytical solutions are obtained for the equivalent isotropic domain, they can be back transformed to the original anisotropic domain. The existing solutions presented by Cihan et al. (2011) for isotropic multilayered aquifer systems with alternating aquitards and multiple injection/pumping wells and leaky wells were modified to account for horizontal anisotropy in aqui… Show more

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Cited by 15 publications
(6 citation statements)
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“…The longitudinal conductance (S) is a measure of the impermeability of a rock layer (Billing, 1972). Electrical anisotropy is a measure of stratified rock which is generally more conductive in the parallel plane than in the perpendicular plane (Malick et al., 1973; Cihan et al., 2014). For a sequence of horizontal, homogeneous and isotropic layers of resistivity ℯ1 and thickness hi.…”
Section: Methodsmentioning
confidence: 99%
“…The longitudinal conductance (S) is a measure of the impermeability of a rock layer (Billing, 1972). Electrical anisotropy is a measure of stratified rock which is generally more conductive in the parallel plane than in the perpendicular plane (Malick et al., 1973; Cihan et al., 2014). For a sequence of horizontal, homogeneous and isotropic layers of resistivity ℯ1 and thickness hi.…”
Section: Methodsmentioning
confidence: 99%
“…If the well-aquifer segment is impervious, for example, a cased wellbore, 𝐴𝐴 𝐴𝐴𝑖𝑖𝑖𝑖𝑖 = 0 . Although the governing equations and the solutions in this manuscript are presented for a horizontally isotropic system, the solutions can be applied for horizontally anisotropic aquifers by changing coordinate, well radii, and hydraulic conductivity variables as shown in Cihan et al (2014).…”
Section: Problem Formulationmentioning
confidence: 99%
“…Thus, after performing the domain transformation of changing the aquifer thickness to twice the TCE, that is, B eff = 2 y c , the arithmetic mean of the hydraulic conductivity can be used as the effective parameter, K eff = T / B eff , in the stratified interface flow, similar to stratified single‐density flow. Such a domain transformation has been used previously to solve the flows in an anisotropic aquifer (Cihan et al, ). The proposed effective parameters are applicable to both head‐ and flux‐controlled systems to reproduce both the discharge rate and toe position.…”
Section: Theorymentioning
confidence: 99%