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Results of a study of severe deformation below the damless water intake section

B. E. NorkulovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, UzbekistanDilshod NazaralievTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, UzbekistanAzizali KurbanovKarshi branch of Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Karshi, UzbekistanS. Sh. GayratovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, UzbekistanB. ShodiyevTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, Uzbekistan
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Abstract

The paper presents the results of a full-scale study of the destruction of the banks of the lower section of the damless water intake of the KMCh. The article presents the main factors of coastal destruction during floods and low water periods. As a result of comparing field and experimental data on the intensive process of coastal collapse, a scale factor was obtained for recalculating lateral erosion. As well as studies of the process of intensive local reformation of an easily washed-out channel in the plan, hydraulic schemes for the occurrence of local erosion of the coast have been developed both with a steady and unsteady movement in an open stream. Based on the study results of intense deformation below the section of the damless water intake, recommendations were developed for protecting the banks from erosion.

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