A mathematical model describing heat-and mass-exchange processes that are prescribed by differential equations in the domain with a boundary moving with a constant velocity has been constructed for the "plane" problem. Consideration has also been given to the "radial" problem in cylindrical coordinates where the boundary of the domain moves according to the law of the square root of time. The proposed models can be used for description of problems of desalination of soils, extraction, flushing of sediments, and other processes in porous systems.Introduction. We know of mathematical models from the literature for analysis of a number of mass-exchange processes (desalination of soils, flushing of sediments, and others) on the basis of a two-component diffusion model where the equation in the flow part of a porous material describes the process in the domain with a boundary moving according to the law 0 < x < Ut [1][2][3][4][5]. Solution of the problems on the basis of such models involves artificial techniques [3][4][5] of extension of the solution beyond the domain of its determination and of analysis of a certain (derived) integral equation, which makes it difficult to solve the problems in other cases. In so doing, when one is able to find the solution, it is expressed by three quadratures related to conversion of integral transforms with composite (nonstandard) variables. Therefore, one selects analytical solutions rather than finds them. For example, in [3-5], it becomes possible to perform two quadratures out of three in the particular case of a C U (x)-type exponential function appearing in the boundary condition on the "front" of the flushing fluid. In the models of the class in question, one actually does not analyze the process behind the flushing-fluid "front" x = Ut (despite the filtration flow present there), i.e., it is assumed by default that there are no diffusion processes behind this front (D = 0). Otherwise, by virtue of the fact that the velocity of propagation of disturbances in the diffusion processes described by linear equations is infinite for D ≠ 0, we would have to take into account that, with the start of the mass-transfer process, the concentration of the target component (TC) has been changed in the entire accessible region of a porous body (in particular, for x > 0, i.e., in infinite space). It seems likely that the problems were formulated in such a manner under the influence of hyperbolic problems in porous systems where disturbances propagate with a finite velocity. Such problems have been considered, e.g., in [4]. In actual fact, the influence of the domain x > Ut and of the kinetic passage of the TC from the flow part to stagnation zones and back is reduced to the boundary condition on the "front" [1,4].At the same time, it has been established [6, 7] that the system of equations, determined in the domain t ʦ (0, ∞), x ʦ (0, Ut),