FIELD: construction.
SUBSTANCE: stone dam contains impervious element in the form of soil-cement-concrete screen covered with film. The screen is recessed under the upstream face of the dam. It is designed as an inclined plate, leaned via the inclined sliding seal on the concrete prism. Near the bottom border of the soil-cement-concrete screen there are galleries. They are located every 20-40 m of height and serve to control the status of the screen and for its repair. Reinforced concrete gallery for cementation of rock base is arranged on the contact of concrete prism with rocky foundation.
EFFECT: increase of reliability of impervious element, ability of dam work in the conditions of extreme low temperatures, dam repair without draining the storage reservoir.
1 dwg
Title | Year | Author | Number |
---|---|---|---|
EARTH DAM | 2013 |
|
RU2550885C2 |
DAM | 0 |
|
SU1222746A1 |
DAM | 0 |
|
SU1435689A1 |
DAM AND METHOD OF ERECTING SAME | 0 |
|
SU1124084A1 |
ROCK-FILL DAM WITH ASPHALT-CONCRETE DIAPHRAGM | 2010 |
|
RU2470111C2 |
GROUND DAM BUILT ON PERMAFROST BASE | 2006 |
|
RU2309220C1 |
DAM | 0 |
|
SU897925A1 |
DAM | 0 |
|
SU1258937A1 |
METHOD OF ERECTING A COMPOSITION DAM | 0 |
|
SU1162894A1 |
DAM OF ROLLED LOW-CEMENT CONCRETE | 2003 |
|
RU2263741C2 |
Authors
Dates
2014-07-20—Published
2012-12-28—Filed