RU1781370C
|
|
Hydraulic structure
|
RU1781371C
|
|
Crossing joint of closed water conduit and ice-ground antiseepage wall of ground dam
|
RU1778224C
|
|
Vertical stilling pit
|
RU1778213C
|
|
Method for determining vertical deformation of ground mass
|
RU1778227C
|
|
Water engineering system
|
RU1783046C
|
|
Method of erecting ground dam with core
|
SU1749366A1
|
|
Method of removing water from flow cavity of hydraulic turbogenerator unit
|
SU1740540A1
|
|
Dome-shaped pressure tunnel
|
RU1772305C
|
|
Method for construction of sand and gravel dam
|
SU1740537A1
|
|
Spillway structure fountain
|
SU1714035A1
|
|
Method for inspection and repair of pressure tunnel of hydroelectric station
|
SU1710652A1
|
|
Method of damming a river bed
|
SU1708985A1
|
|
Method for shutting off river bed
|
SU1738886A1
|
|
Sports ground
|
SU1731900A1
|
|
Drainage device
|
SU1701780A2
|
|
Water passageway under embankment
|
SU1708992A1
|
|
Method for building ice-and-soil antiseepage wall in filtrating soil
|
SU1728365A1
|
|
Method of setting a freezing column into soil
|
SU1723250A1
|
|
Drainage construction method
|
SU1753524A1
|
|
Base of electric installation
|