TY - JOUR

T1 - Groundwater flow in hillslopes

T2 - Analytical solutions by the theory of holomorphic functions and hydraulic theory

AU - Kacimov, Anvar

AU - Obnosov, Yurii

AU - Abdalla, Osman

AU - Castro-Orgaz, Oscar

N1 - Funding Information:
This work was supported by the Grant SR/SCI/ETHS/11/01 “ Estimating natural groundwater recharge and discharge in North Oman ”, His Majesty Research Trust Fund (Oman), and RFBR (Russian Foundation for Basic Research) Grants No. 12-01-97015-r_povolgh’e_a, No. 13-01-00322 (Russia). Helpful comments by an anonymous referee are appreciated.
Publisher Copyright:
© 2014 Elsevier Inc.

PY - 2015/6/15

Y1 - 2015/6/15

N2 - Three 2-D steady Darcian flows in an aquifer with a subjacent confining layer of a non-constant slope or a bedding inconformity are studied by two models: a potential theory (conformal mappings, the inverse boundary-value problem method, and the theory of R-linear conjugation) and hydraulic approximation. First, flow over a corner, whose vertex is either a stagnation point or point of infinite Darcian velocity, is analysed as a transition from one "normal" regime upstream to another downstream. The hodograph domain is a circular triangle, which is mapped onto a complex potential strip via an auxiliary half-plane. Parametric equations (backwater curves) for the phreatic surface are obtained. For the same flow problem, a depth-averaged 1-D nonlinear ODE for the thickness of the saturated zone (a generalized Dupuit-Fawer model) is numerically solved showing a perfect match with the potential (2-D) solution. Second, a non-planar aquifuge boundary is reconstructed as a streamline, along which an additional "control" boundary condition holds in the form of pore pressure as a function of an auxiliary variable (a relation between the hydraulic head and vertical Cartesian coordinate). The free surface is found in terms of Cauchy's integrals for the Zhukovskii function, with explicit integrations for selected "controls". Third, a confined flow in a two-layered aquifer having a lens-type semi-circular inclusion in the subjacent stratum and incident velocity parallel to the interface between two aquifers is examined. The conjugation conditions along all four boundaries, across which the hydraulic conductivity jumps, are exactly met. The three velocity fields are explicitly presented, with examination of the flow net, including separatrices ("capture zone" boundaries), demarcating suction/barriering of the lens, and evaluation of the lens-induced cross-flow (commingling) between the two strata.

AB - Three 2-D steady Darcian flows in an aquifer with a subjacent confining layer of a non-constant slope or a bedding inconformity are studied by two models: a potential theory (conformal mappings, the inverse boundary-value problem method, and the theory of R-linear conjugation) and hydraulic approximation. First, flow over a corner, whose vertex is either a stagnation point or point of infinite Darcian velocity, is analysed as a transition from one "normal" regime upstream to another downstream. The hodograph domain is a circular triangle, which is mapped onto a complex potential strip via an auxiliary half-plane. Parametric equations (backwater curves) for the phreatic surface are obtained. For the same flow problem, a depth-averaged 1-D nonlinear ODE for the thickness of the saturated zone (a generalized Dupuit-Fawer model) is numerically solved showing a perfect match with the potential (2-D) solution. Second, a non-planar aquifuge boundary is reconstructed as a streamline, along which an additional "control" boundary condition holds in the form of pore pressure as a function of an auxiliary variable (a relation between the hydraulic head and vertical Cartesian coordinate). The free surface is found in terms of Cauchy's integrals for the Zhukovskii function, with explicit integrations for selected "controls". Third, a confined flow in a two-layered aquifer having a lens-type semi-circular inclusion in the subjacent stratum and incident velocity parallel to the interface between two aquifers is examined. The conjugation conditions along all four boundaries, across which the hydraulic conductivity jumps, are exactly met. The three velocity fields are explicitly presented, with examination of the flow net, including separatrices ("capture zone" boundaries), demarcating suction/barriering of the lens, and evaluation of the lens-induced cross-flow (commingling) between the two strata.

KW - Hodograph

KW - Hydraulic approximation

KW - Hydrogeology of alluvium aquifers in Oman

KW - Potential theory

KW - Three-component heterogeneity

KW - Unconfined seepage over corner

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U2 - 10.1016/j.apm.2014.11.016

DO - 10.1016/j.apm.2014.11.016

M3 - Article

AN - SCOPUS:84929274983

VL - 39

SP - 3380

EP - 3397

JO - Applied Mathematical Modelling

JF - Applied Mathematical Modelling

SN - 0307-904X

IS - 12

ER -