Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Zokhidjon Ishankulov"'
Autor:
Zokhidjon Ishankulov, Durdona Tadjieva, Boyburi Ashirov, Jakhongir Kosimov, Sanatjon Khidirov, Panji Nurmatov
Publikováno v:
E3S Web of Conferences, Vol 264, p 03053 (2021)
A comprehensive study of the flow of water plays an important role in the design of the area of the lower reaches of the drainage and drainage structures of hydraulic structures. In particular, the complex processes associated with the flow movement
Autor:
Bekhzod Norkulov, Rasul Nizamiev, Akhtem Kurseitov, Zokhidjon Ishankulov, Sindor Asadov, Alibek Pateyev
Publikováno v:
E3S Web of Conferences, Vol 274, p 03005 (2021)
The paper presents the results of field research in the area of the damless water intake of the KMC on the Amudarya River. The article developed the optimal route and boundaries of the pioneer digging location, depending on the area of the main strea
Autor:
Makhfuz Akhmadi, Lyudmila Maksudova, Eshmatboy Qalqonov, Marina Li, Bakhtiyor Uralov, Zokhidjon Ishankulov
Publikováno v:
E3S Web of Conferences, Vol 264, p 03075 (2021)
Currently, many authors have studied the uniform axisymmetric pressure head laminar and turbulent movement of water in hydraulic smooth and rough (with uniform roughness) pipes of circular cross-section. The results obtained in the study of a plane-p
Autor:
Gulnora Jumaboeva, Bakhodir Norqulov, Shakhnoza Egamberdieva, Zokhidjon Ishankulov, Khayrulla Nishanbaev, Sanatjon Khidirov
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1030:012120
This topic is the design characteristics of the liquid and solid runoff of the Amudarya river in the area of the hydroelectric complex, according to which the average long-term flow of the river at the site of the hydroelectric complex is 46.5 km3, t
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 883:012004
A mathematical model is presented, a hydraulic jump that appears during the transition of the flow from a turbulent state (Fr>1.0) to critical (Fr). The main assumptions made to obtain the divergent form of the Saint-Venant hydrodynamic equations are