Zobrazeno 1 - 10
of 12
pro vyhledávání: '"V. F. Korchevskii"'
Publikováno v:
Power Technology and Engineering. 46:34-45
Various types of water-retaining structure are examined for the Kankunskaya HPP, and an alternative layout with an earthen dam and a new design for its anti-filtration element are proposed for the hydroproject.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b92868867e4aba2d101275343c9417ea
https://doi.org/10.1007/s10749-012-0304-2
https://doi.org/10.1007/s10749-012-0304-2
Autor:
Yu. K. Zaretskii, V. F. Korchevskii
Publikováno v:
Power Technology and Engineering. 42:144-151
Historically, two alternate schemes of a crossing of Nevel’skogo Strait have been considered for the Selikhin – Nysh Railroad between the mainland and Sakhalin Island, which is now under design: tunnel and bridge. Considering the high seismicity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1970508c64035d4b1b6bd7e73a11f67
https://doi.org/10.1007/s10749-008-0028-5
https://doi.org/10.1007/s10749-008-0028-5
Autor:
V. F. Korchevskii, S. N. Krylova
Publikováno v:
Hydrotechnical Construction. 26:413-420
1. The combination of the functions of a delivery tunnel of a hydrostation and service outlet in one structure makes it possible to dispense with the construction of two separate lines of discharge tunnels with a length of more than 1500 m. 2. The in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20326fb638f1f28ec78f23e4f52362e2
https://doi.org/10.1007/bf01545016
https://doi.org/10.1007/bf01545016
Publikováno v:
Hydrotechnical Construction. 25:114-120
The proposed calculation methods enable regulating the geotecnnical properties of blast-filled dams by designating a particular blasting scheme which realizes the necessary energy of compaction of the falling soil.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fffd4f6cbef1d8ccd7258c35ccd8787
https://doi.org/10.1007/bf01423972
https://doi.org/10.1007/bf01423972
Publikováno v:
Hydrotechnical Construction. 25:130-134
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a19a52b18853dc5b2fb8f66986c91197
https://doi.org/10.1007/bf01423974
https://doi.org/10.1007/bf01423974
Publikováno v:
Hydrotechnical Construction. 10:544-549
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::80a7f7e2b0c3bc8726c7f3116b57b47e
https://doi.org/10.1007/bf02399211
https://doi.org/10.1007/bf02399211
Publikováno v:
Hydrotechnical Construction. 11:465-469
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c6ace934ed7a0e18810035a01e8d536
https://doi.org/10.1007/bf02403597
https://doi.org/10.1007/bf02403597
Publikováno v:
Hydrotechnical Construction. 12:679-683
1. The seepage flow through the experimental dam is of a complex nature spatially. The law of motion of the seepage flows is nonlinear, i.e., it does not follow Darcy's law. The permeability of the soils composing the structure varies over a large ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d6c82e939340fd2e263d5100ed6111c
https://doi.org/10.1007/bf02304911
https://doi.org/10.1007/bf02304911
Publikováno v:
Hydrotechnical Construction. 23:505-509
1. The use of the scheme of a tunnel spillway with dissipation of energy inside the conduit in a shaft stilling basin under conditions of the Kambarata No. 1 hydrostation makes it possible to reduce the volume of earthworks and concrete in comparison
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::740b2625325e208b00233d82a1f149f0
https://doi.org/10.1007/bf01432058
https://doi.org/10.1007/bf01432058
Autor:
M. Kh. Muratova, Kh. Shaban, N. A. Aniskin, V. G. Zhelankin, V. V. Melakhanov, L. N. Rasskazov, V. F. Korchevskii
Publikováno v:
Hydrotechnical Construction. 23:648-656
1. A method and program were developed for calculating nonlinear seepage in blastformed dams, which makes it possible to obtain the solution of the three-dimensional problem for an inhomogeneous, anisotropic region of a complex geometric form under a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8874061a46e8909bc070960cfc593349
https://doi.org/10.1007/bf01427539
https://doi.org/10.1007/bf01427539