Analytical traveling-wave solutions and HYDRUS modeling of wet wedges propagating into dry soils: Barenblatt's regime for Boussinesq's equation generalized

•Barenblatt’s solution for an expanding triangle is reformulated in terms of 2D potential theory.•Encroachment of a saturated wedge into an inclined dry no-capillarity slope is analytically modeled.•HYDRUS computes phreatic lines, isobars, vector fields of Darcian velocity, iotachs, and flow nets.•R...

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Published inJournal of hydrology (Amsterdam) Vol. 598; p. 126413
Main Authors Kacimov, A.R., Šimůnek, J.
Format Journal Article
LanguageEnglish
Published Elsevier B.V 01.07.2021
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Summary:•Barenblatt’s solution for an expanding triangle is reformulated in terms of 2D potential theory.•Encroachment of a saturated wedge into an inclined dry no-capillarity slope is analytically modeled.•HYDRUS computes phreatic lines, isobars, vector fields of Darcian velocity, iotachs, and flow nets.•Rapid drawup of the reservoir water level may induce high hydraulic gradients, causing lessivage. The classical Barenblatt solution of an initial-boundary value problem (IBVP) to the parabolic Boussinesq equation, which gives a rectangular triangle of full saturation, propagating from a reservoir into an adjacent porous bank with a vertical slope, is shown to coincide with a solution of IBVP to the elliptic Laplace equation with a phreatic surface along which both isobaricity and kinematic conditions are exactly met. For an arbitrary bank slope, a saturated wedge, which propagates (translates) into dry soil, is also explicitly found. The analytical solutions favorably compare with the results of HYDRUS-2D modeling, i.e., with the FEM solutions of the same IBVPs to the Richards equation. Applications to geotechnical engineering of dykes subject to the impact of flash floods are discussed by comparisons of phreatic lines, loci of the fronts, isobars, equipotential contours, vector fields of Darcian velocity, isotachs, and streamlines in the three models. For example, it is shown that a rapid drawup of the reservoir level induces hydraulic gradients, which may cause seepage-induced erosion of the porous medium, in particular, lessivage.
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ISSN:0022-1694
1879-2707
DOI:10.1016/j.jhydrol.2021.126413