Agro ilm 120-том 9-нөмір (2025) · 160-164-беттер
КАНАЛДАН ГРУНТГА СУЗИБ ЎТИШ НАТИЖАСИДА ҲОСИЛ БЎЛГАН СУВ САТҲИ ЎЗГАРИШ ЖАРАЁНИНИ МОДЕЛЛАШТИРИШ
Яхшибаев, Дониёр Султонбаевич, Яхшибаев, Дониёр Султонбаевич, Яхшибаев, Дониёр Султонбаевич
Аңдатпа
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.
фильтрaцяер ости сувлариДарси қонуниматематик моделлаштиришканалгрунтсув сатҳифильтрацияподземные водызакон Дарси
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