THE PROBLEM OF DETERMINING THE SHAPES OF WATER DISTRIBUTION CHANNELS THAT DO NOT CREATE CAVITATION AND ACCUMULATION ZONES

Authors

  • Babajanova Iroda Yuldashevna Professor of the Department of General Engineering and Natural Sciences, Military Aviation Institute, Military Security and Defense University of the Republic of Uzbekistan

DOI:

https://doi.org/10.55640/

Keywords:

channel, boundary condition, compaction area, velocity, water flow, compression coefficient, speed.

Abstract

The article proposes a solution to the problem of fluid flow in the channel, taking into account the zones of rotation and cavitation. Systematic calculations of the stationary properties of the flows and cavities for the cavitation flow in the channel are also given.

References

1. Best J., Reid I. (1999) Separation zon at open channel junctions // J. Hydraulic Engr. 110(11). pp. 1588-1594.

2. Ramamurthy A., Corballada L. (1998) Combining open channel flow at rigtangled junctions // J. Hydraulic Engr 114(12). pp. 449-460.

3. Bruce L., Phoads S. (1995) Flow structure at an asymmetrical stream confluence // Departament of Geography and Env. Eng. Reeeived 23. Jule 1993. pp. 273-293.

4. А.Т. Гаврюхов, Л.Н. Гаврюхова. Формирование русел при слиянии безнапорных потоков // Тр. Кубанского СХИ. Вып. 274 (302).1987.

5. Михневич Э.И., Бубнов В.Ф. Рекомендации по расчёту и креплению русел рек и каналов в зоне соединения потоков. Минск: Белорусск. НИИ мелиорации и водн. хозва. 1979.

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Published

2025-12-27

How to Cite

THE PROBLEM OF DETERMINING THE SHAPES OF WATER DISTRIBUTION CHANNELS THAT DO NOT CREATE CAVITATION AND ACCUMULATION ZONES. (2025). International Journal of Political Sciences and Economics, 4(12), 590-598. https://doi.org/10.55640/

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