2022
DOI: 10.1016/j.jhydrol.2021.127309
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Generalized mass-conservative finite volume framework for unified saturated–unsaturated subsurface flow

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Cited by 6 publications
(3 citation statements)
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“…Let's consider the three-dimensional Richards-Klute equation, the area Ω of which will be a system of pipes filled with a porous substance (for example, different types of soil). To model the process of mass transfer of a useful substance through such a system of pipes, one can approximate a three-dimensional equation and use numerical methods from works [1][2][3][4][5]. However, to reduce the number of calculations and increase the efficiency of the modeling process, it is advisable to consider some simplification of the system.…”
Section: Problem Formulationmentioning
confidence: 99%
See 1 more Smart Citation
“…Let's consider the three-dimensional Richards-Klute equation, the area Ω of which will be a system of pipes filled with a porous substance (for example, different types of soil). To model the process of mass transfer of a useful substance through such a system of pipes, one can approximate a three-dimensional equation and use numerical methods from works [1][2][3][4][5]. However, to reduce the number of calculations and increase the efficiency of the modeling process, it is advisable to consider some simplification of the system.…”
Section: Problem Formulationmentioning
confidence: 99%
“…Modifications of standard methods of finite elements [2], finite volumes [3], and finite difference methods [4] are used to increase the efficiency of calculations. Also, papers [5] propose linearization of the Richards-Klute equation.…”
Section: Introductionmentioning
confidence: 99%
“…Because of the limitations of the existing multidimensional modeling for the transport of PFAS in unsaturated porous media with the transient water flow and the variable surface tension, we propose a multidimensional modeling approach based on the second-order accurate implicit finite volume method (FVM). The FVM has been employed for solving the transient water flow in unsaturated porous media (Dey & Dhar, 2022;Lai & Ogden, 2015). The features of our modeling approach are as follows.…”
Section: Introductionmentioning
confidence: 99%