This article investigates the process of groundwater level variation caused by seepage from open channels into soil layers using mathematical and numerical modeling approaches. The interaction between the channel and the soil, along with the associated filtration process, is considered one of the key factors affecting changes in the water balance, groundwater level rise, and hydrogeological stability. Within the framework of the study, a system of differential equations based on Darcy’s law was formulated, initial and boundary conditions were defined, and numerical solutions were obtained using the finite difference method. The results were comparatively analyzed for different filtration coefficients and channel water levels. The findings are of practical importance for reliable prediction of groundwater levels around channels, reduction of water losses, and optimization of the management of hydraulic engineering structures.
| Mualliflar | Яхшибаев, Дониёр Султонбаевич, Яхшибаев, Дониёр Султонбаевич, Яхшибаев, Дониёр Султонбаевич |
|---|---|
| Jurnal | Agro ILM |
| Nashr sanasi | 2025-12-29 |
| Jild | 120 |
| Son | 9 |
| Betlar | 160-164 |
| Til | O‘zbek |
фильтрaця, ер ости сувлари, Дарси қонуни, математик моделлаштириш, канал, грунт, сув сатҳи, фильтрация, подземные воды, закон Дарси, математическое моделирование, канал, грунт, уровень воды., channel, soil, filtration, groundwater, Darcy’s law, mathematical modeling, water level
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