Zobrazeno 1 - 10
of 12
pro vyhledávání: '"G. L. Rubinshtein"'
Autor:
G. V. Stefanovich, G. L. Rubinshtein
Publikováno v:
Hydrotechnical Construction. 32:592-598
1. The studies that we conducted confirm the principal possibility of building structures that are reliable with respect to hydraulic conditions for overflow earth dams with a stepped downstream face when they are used not only as reserve structures,
Publikováno v:
Hydrotechnical Construction. 29:521-528
1. The substantial characteristic of the flow regime in an antiwhirl dissipator (AWD) is the presence in it of a region of significant dimensions, the pressure in which reaches the limit of the physically possible vacuum under these conditions, that
Publikováno v:
Hydrotechnical Construction. 29:114-120
This article describes the construction and operation of a facility to dissipate the energy of the discharge from a high-head hydroelectric power plant. The Sayano-Shushenskoe hydro facility uses a hydraulic pump on a concrete platform with a baffle
Publikováno v:
Hydrotechnical Construction. 8:837-842
Autor:
Yu. V. Kind, G. L. Rubinshtein
Publikováno v:
Hydrotechnical Construction. 10:536-541
The long-term conditions for passage of water and ice during all the construction stages of the Zeya hydroelectirc plant, which were carried out in close contact with the design organizations (Lengidroproekt), made it possible to introduce into the p
Publikováno v:
Hydrotechnical Construction. 21:470-477
Publikováno v:
Hydrotechnical Construction. 10:889-893
1. For hydrodevelopments located on mountain rivers with a narrow, tortuous channel deeply incised into the rock, the problem of providing a maximum range of ejection of the flow and simultaneously eliminating its considerable effect on the canyon sl
Autor:
D. F. Gerstle, V. Ya. Martenson, S. M. Slisskii, P. R. Khlopenkov, G. L. Rubinshtein, G. A. Chepaikin, Yu. V. Kind, V. M. Chesnokov, S. V. Seleznev
Publikováno v:
Hydrotechnical Construction. 11:623-630
Publikováno v:
Hydrotechnical Construction. 8:562-565
Autor:
V. B. Sudakov, G. L. Rubinshtein, A. I. Efimenko, N. S. Rozanov, M. F. Skladnev, I. B. Sokolov, V. E. Lyapin, S. S. Antonov
Publikováno v:
Hydrotechnical Construction. 13:215-223