FIELD: construction.
SUBSTANCE: dam comprises a core from clayey soil, upper and lower transition zones from a non-cohesive soil, upper and lower prisms, at least the lower of which is made from rock riprap, a head of non-swelling soil, a layer from an air-impermeable material and equipment required for operation of the dam. The dam head includes a heated reinforced concrete gallery, between external supports of which there is a section of free surface of the core comb arranged. The layer of the air impermeable materials covers the dam comb and its lower slope, at least within the height of the head and has dark colour. The upper wall of the gallery is made as water impermeable, and the lower wall of the gallery comprises air ducts, which provide for hydraulic connection of the gallery cavity with the pore space of the rock riprap of the head and the lower prism. Equipment may provide for forced motion of warm atmospheric air along the rock riprap of the lower prism via the gallery cavity.
EFFECT: invention provides for positive temperatures near a comb and a lower face of a dam core, core freezing is prevented, and higher dam reliability during its operation.
7 cl, 1 dwg
Title | Year | Author | Number |
---|---|---|---|
ROCK AND EARTH DAM | 2011 |
|
RU2474646C1 |
EARTH DAM | 2001 |
|
RU2207428C2 |
DAM FROM SOIL MATERIALS | 2011 |
|
RU2465395C1 |
DAM OF SOIL MATERIALS | 2011 |
|
RU2469147C1 |
GROUND DAM BUILT ON PERMAFROST BASE | 2006 |
|
RU2309220C1 |
STONE-EARTH FILL DAM WITH FREEZING UPPER PART | 1993 |
|
RU2071524C1 |
GROUND DAM | 2002 |
|
RU2226588C2 |
EARTH-FILL DAM OF FROZEN TYPE | 2006 |
|
RU2309219C1 |
METHOD OF EARTH DAM CONSTRUCTION | 1998 |
|
RU2145372C1 |
DAM | 0 |
|
SU1618823A1 |
Authors
Dates
2013-02-10—Published
2011-11-09—Filed