The article develops a mathematical model describing the system of differential equations in private derivatives, for the study of the unspecified filtering of groundwater in a three-layer layer and its analytical solution, where the equation for the pressure water layer is obtained on the basis of the theory of the elastic regime, taking into account the flow from the integumentary and weakly permanent layer in weakly permeable jumper. Research work associated with the process of filtering fluids in single-layer and multilayer porous environments are analyzed in detail. Equations were obtained to determine the pressure of groundwater and piezometric pressure with the established mode of filtration of groundwater in a three-layer layer with an unstoppable influx to the vertical drainage well and solving the problems of filtering of groundwater in a three-layer layer for small- and large-time values.
| Mualliflar | Равшанов, Нормахмад, Турсунов, Уткир, Каршиев, Дилшод |
|---|---|
| Jurnal | Рақамли технологияларнинг назарий ва амалий масалалари |
| Nashr sanasi | 2024-06-04 |
| Jild | 7 |
| Son | 2 |
| Betlar | 40-50 |
| Til | Rus |
| DOI | 10.62132/ijdt.v7i2.180 |
DOI: 10.62132/ijdt.v7i2.180 · Maqolaning asl sahifasi
математическая модель, подземные воды, грунтовые воды, фильтрация, аналитическое решение, численный алгоритм, mathematical model, underground waters, groundwater, filtering, analytical solution, numerical algorithm
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