Maqola

Calculation of planned flows taking into account deformations of bottom sediments in a dam-free water intake

Dilshod Bazarov"Tashkent Institute of Irrigation and Agricultural Mechanization Engineers" National Research University, Tashkent, UzbekistanBekhzod Norkulov"Tashkent Institute of Irrigation and Agricultural Mechanization Engineers" National Research University, Tashkent, UzbekistanAdkham Mamataliev"Tashkent Institute of Irrigation and Agricultural Mechanization Engineers" National Research University, Tashkent, UzbekistanOzoda Vafoeva"Tashkent Institute of Irrigation and Agricultural Mechanization Engineers" National Research University, Tashkent, UzbekistanShokhida Nazarova"Tashkent Institute of Irrigation and Agricultural Mechanization Engineers" National Research University, Tashkent, Uzbekistan

E3S Web of Conferencesjournal2023en

ABI

Annotatsiya

The article presents the results of numerical studies carried out by the authors of the existing problems in assessing the intensity of channel processes in the territory of the damless water intake of the Amudarya river. As well as the development of hydraulic regimes and flow regimes of sediment flow for the proposed structures based on experimental and numerical studies for the proposed structures is the main goal of research work. In the course of numerical studies, depths, changes in water flow were determined which elements of flow in straight and curvilinear channels were initially. As part of the numerical studies, the flow spreading conditions (vectors of medium-depth velocities) in specific time intervals and transitions in the water intake area were studied.

Hali tarjima qilinmagan

Mavzular

Engineering and Agricultural Innovations Hydrology and Sediment Transport Processes Aquatic and Environmental Studies

Identifikatorlar

DOI: 10.1051/e3sconf/202340101057

Iqtiboslar va manbalar

15 ta iqtibos 19 ta foydalanilgan manba

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