Maqola

Hydraulic research of the operational water supply tunnel of pskom hydrousel

Aybеk ArifjanovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, National Research University, Kari-Niyaziy, 39, 100000 Tashkent, UzbekistanT ApakhodjaevaTashkent Institute of Irrigation and Agricultural Mechanization Engineers, National Research University, Kari-Niyaziy, 39, 100000 Tashkent, UzbekistanDilshod MatkaziyevTashkent Architecture and Civil Engineering University, Faculty of Technology, Yangishakhar Street, 9, 100194 Tashkent, Uzbekistan

E3S Web of Conferencesjournal2023en

ABI

Annotatsiya

This article analyzes the hydraulic processes in the spillway tunnels of high-pressure hydraulic units. The conducted studies involve the examination of the spatial model of the Pskom HPP production spillway tunnel section and address one of the issues that arise during the efficient operation of high-pressure facilities: hydraulic processes in the spillway tunnel. Based on the observed studies, it can be stated that calculated values of hydraulic resistances in the diaphragms are presented. These diaphragms are designed to reduce the energy of the flow while ensuring the permeability and hydraulic efficiency of the operational discharge of water. As a result of the calculations, resistances along the length of the operational spillway and the head loss on local resistances in the diaphragm were computed, and resistance coefficients were also estimated.

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Mavzular

Engineering and Agricultural Innovations Hydraulic flow and structures Geotechnical and Geomechanical Engineering

Identifikatorlar

DOI: 10.1051/e3sconf/202345202005

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