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Methods of channel calculations to improve the operational mode of main canals

A. B. SaparovKarakalpak Institute of Agriculture and Agrotechnology, Nukus, UzbekistanSanatjon Khidirov“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers”, National Research University, Tashkent, UzbekistanAzat Khalimbetov“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers”, National Research University, Tashkent, UzbekistanAltingul DjumanazarovaKarakalpak Institute of Agriculture and Agrotechnology, Nukus, UzbekistanSh. B. TolepovaKarakalpak Institute of Agriculture and Agrotechnology, Nukus, UzbekistanA. R. SeitmuratovKarakalpak Institute of Agriculture and Agrotechnology, Nukus, Uzbekistan
E3S Web of Conferencesjournal2023en
ABI

Аннотация

The article discusses solutions to improve the operational mode of the canal with an increase in throughput by means of self-washout, while maintaining the morphometric favorable stable cross-section of the canal for further reliable water supply of suspended crop areas. Taking into account the characteristics of the course of channel deformation processes, we have considered the modern dynamics of channel flows for accurate calculation of channel deformations using the systems of equations of one-dimensional flow in the deformable Saint-Venant channel or two-dimensional shallow water equations (planned task), which will give a positive result for the operational mode of the main canals.

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