Mathematical for models, have been developed of sections of the main channel based on the nonlinear differential equations of Saint-Venant, describing the unsteady movements of the water flow in them. Also, an algorithmic sequence is given for determining the operating modes of a hydraulic structure, using which it is possible to manage the water resources of the main channel, providing the needs of water users with a minimum of losses of water and energy resources.
| Mualliflar | Қудайбергенов, А.А. |
|---|---|
| Jurnal | Ilim ha’m ja’miyet |
| Nashr sanasi | 2021-08-11 |
| Son | 3-1 |
| Betlar | 12-16 |
| Til | O‘zbek |
очиқ канал, магистрал канал, канал қисми, оқим, нишаблик, бошқарув, дифференциал тенглама, Сен-Венан тенгламаси, сув сарфи, сув сатҳи, гидротехник иншоат, сифат мезони, открытый канал, магистральный канал, участок канала, поток, уклон, управление, дифференциальное уравнение, уравнение Сен-Венана, расход воды, уровень воды, гидротехническое сооружение, критерий качества, open channel, main channel, channel section, flow, slope, control, differential equation, Saint-Venant equation, water flow, water level, hydraulic structure, quality criterion
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