Abstract:
The problem of underground hydrodynamics is solved for water leaks modeling during the construction of hydroconstructions
of reservoir type. The compressibility of the liquid and soil is neglected, which allows us to use the Hele–Shaw
problem as a model. A numerical-analytical method for solving the problem using the theory of functions of a complex
variable is developed. Two modes of pressure change are considered: jumplike and linear in time with constraint. Problems
with different border configurations were solved.