Experience in preparing the rock foundation of the Dnestr hydroelectric station

1981 ◽  
Vol 15 (8) ◽  
pp. 459-461 ◽  
Author(s):  
A. E. Azarkovich ◽  
M. I. Shuifer ◽  
A. I. Tsvetkov ◽  
S. S. Gandzyuk ◽  
E. L. Budnikov
Keyword(s):  
Hydroelectric Station ◽  
Rock Foundation

Results of experimental drilling and blasting operations in preparing the rock foundation of the Krapivinskii hydroelectric station

1984 ◽  
Vol 18 (11) ◽  
pp. 529-533
Author(s):  
A. E. Azarkovich ◽  
V. N. Yanovskii
Keyword(s):  
Hydroelectric Station ◽  
Rock Foundation

Evaluation of the state of the dam and rock foundation of the Zeya hydroelectric station

1999 ◽  
Vol 33 (5) ◽  
pp. 313-319
Author(s):  
V. I. Sil’nitskii ◽  
V. A. Ulyashinskii
Keyword(s):  
Hydroelectric Station ◽  
The State ◽  
Rock Foundation

Deformation of the rock foundation of the Bratsk hydroelectric station

1979 ◽  
Vol 13 (8) ◽  
pp. 807-812 ◽  
Author(s):  
Z. I. Solov'eva
Keyword(s):  
Hydroelectric Station ◽  
Rock Foundation

EFFECT OF BEDLOAD SEDIMENT NATURAL COMPOSITION ON GEOMETRIC AND DINAMIC CHARACTERISTICS OF CHANNEL FORMS

2018 ◽  
pp. 36-39
Author(s):  
N Ikramov ◽  
T Majidov
Keyword(s):  
Research Work ◽  
Laboratory Data ◽  
Hydroelectric Station ◽  
Negative Consequences ◽  
Movement Velocity ◽  
Reservoir Volume ◽  
Pump Station ◽  
Cross Section Area ◽  
Section Area ◽  
Bedload Sediment

The article brings up data on sediment diversity at watercourse bed and on their movement in the form of ridges. The ridge form movement of sediment leads to the reduction of reservoir volume and canal cross section area, which has an effect on their carrying capacity, filling of pump station forechambers and hydroelectric station pressure basins with sediment. The presence of sediment in flow leads to abrasive deterioration of pumps, water motors and pressure pipes and to other negative consequences. Research work tasks on the study of these effects have been examined with the purpose of preventing such negative consequences. On the basis of laboratory data diagrams and relationships were obtained for ridge length, height and movement velocity vs. sediment hydraulic and geometric sizes.

Hydraulic turbines for the Krasnoyarsk Hydroelectric Station

1967 ◽  
Vol 1 (8) ◽  
pp. 684-689
Author(s):  
M. I. Gal'perin
Keyword(s):  
Hydroelectric Station ◽  
Hydraulic Turbines

EFFECTS OF VARIABLE DISCHARGE SCHEMES ON DISSOLVED OXYGEN AT A HYDROELECTRIC STATION

1988 ◽  
Vol 24 (1) ◽  
pp. 159-167 ◽  
Author(s):  
Dilip Mathur ◽  
Eric S. McClellan ◽  
Susan A. Haney
Keyword(s):  
Dissolved Oxygen ◽  
Hydroelectric Station

Use of high-strength steel for turbine penstocks at the nurek hydroelectric station

1977 ◽  
Vol 11 (3) ◽  
pp. 232-236 ◽  
Author(s):  
B. S. Kasatkin ◽  
V. Ya. Martenson ◽  
V. V. Volkov ◽  
I. I. Sushchuk-Slyusarenko ◽  
F. E. Doroshenko ◽  
...  
Keyword(s):  
High Strength Steel ◽  
Hydroelectric Station ◽  
High Strength

Full-scale tests of the trash racks of the Kapchagai hydroelectric station

1984 ◽  
Vol 18 (4) ◽  
pp. 166-170
Author(s):  
A. L. Rakhmanova ◽  
I. O. Rybak
Keyword(s):  
Hydroelectric Station ◽  
Full Scale ◽  
Full Scale Tests
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