2018
Том 70
№ 11

All Issues

Lavrik V. I.

Articles: 9
Article (Ukrainian)

Approximate solution of boundary-value problems involving convective diffusion of substances soluble in a filtration flow

Lavrik V. I.

Full text (.pdf)

Ukr. Mat. Zh. - 1979. - 31, № 4. - pp. 437–441

Article (Ukrainian)

Two boundary problems of unsteady convective diffusion in the filtration of groundwater with a free surface

Lavrik V. I.

Full text (.pdf)

Ukr. Mat. Zh. - 1976. - 28, № 5. - pp. 677–681

Article (Ukrainian)

On the application of elliptic functions to solving one class of boundary-value filtration problems

Lavrik V. I.

Full text (.pdf)

Ukr. Mat. Zh. - 1976. - 28, № 3. - pp. 402–405

Article (Ukrainian)

Generalization of solution of a class of boundary-value problems in the theory of filtration

Lavrik V. I.

Full text (.pdf)

Ukr. Mat. Zh. - 1974. - 26, № 3. - pp. 389–393

Article (Ukrainian)

Solution of a boundary-value problem of filtration theory

Lavrik V. I.

Full text (.pdf)

Ukr. Mat. Zh. - 1973. - 25, № 5. - pp. 681—687

Article (Ukrainian)

Percolation theory research carried out by the Institute of Mathematics of the Academy of Sciences of the Ukrainian SSR

Fil'chakov F. P., Lavrik V. I.

Full text (.pdf)

Ukr. Mat. Zh. - 1967. - 19, № 6. - pp. 97–99

Article (Ukrainian)

Pavel Feodosevich Filchakov (on his fiftieth birthday)

Lavrik V. I., Mitropolskiy Yu. A., Sokolov Yu. D.

Full text (.pdf)

Ukr. Mat. Zh. - 1966. - 18, № 6. - pp. 97-101

Brief Communications (Russian)

On the solution of the problems of free filtration by the method of successive approximations

Lavrik V. I.

Full text (.pdf)

Ukr. Mat. Zh. - 1963. - 15, № 4. - pp. 427-431

Article (Russian)

Application of the method of majorant region for determining the filtration discharge with unknown depth of bedding of the impermeable soil

Lavrik V. I.

↓ Abstract   |   Full text (.pdf)

Ukr. Mat. Zh. - 1962. - 14, № 1. - pp. 10-17

The method of majorant regions is used to determine the filtration in three essentially different cases:
1) the depth of bedding of the impermeable soil is taken as infinity;
2) the impermeable soil is at a finite depth;
3) the depth of bedding of the impermeable soil is unknown. An example is given of the first case.