MODELLING THE EFFECT OF EVAPORATION OR INFILTRATION ON THE FREE SURFACE OF GROUNDWATER IN CERTAIN PROBLEMS OF UNDERGROUND HYDROMECHANICS
Abstract
Within the framework of the theory of plane steady filtration of an incompressible fluid according to Darcy’s law, two limiting schemes modeling the filtration flows under the Joukowski tongue through a soil massive spread over an impermeable foundation or strongly permeable confined water bearing horizon are considered.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2022 Dr. E. N. Bereslavskii
This work is licensed under a Creative Commons Attribution 4.0 International License.
This is an Open Access article distributed under the terms of the Attribution 4.0 International License [CC BY 4.0], which allows reusers to distribute, remix, adapt, and build upon the material in any medium or format, so long as attribution is given to the creator.