FIELD: water engineering. SUBSTANCE: rock mass 1 of T-shaped cross section has groin wall 3 and shelf 2 while projections of rock mass 1 have the form of flexible cylinders 5. End surfaces of side walls of rock masses 11 have holes 7, projection 9 and slot. Base of rock masses 1 is of a toothed shape while groin wall is offset downstream from shelf 2. EFFECT: improved design. 2 cl, 3 dwg
Title | Year | Author | Number |
---|---|---|---|
0 |
|
SU1784709A1 | |
BLOCK OF SHORE-PROTECTION SPUR DIKE | 0 |
|
SU1717702A1 |
SELF-REGULATING SPUR DIKE | 0 |
|
SU1724791A1 |
BEACH-FORMING STRUCTURE | 0 |
|
SU1625918A1 |
SPUR DIKE BLOCK | 0 |
|
SU1717704A1 |
PROTECTING STRUCTURE OVER THE UNDERGROUND SERVICE LINES | 1991 |
|
RU2022077C1 |
HYDRAULIC STRUCTURE SECTIONAL BLOCK | 0 |
|
SU1606575A1 |
CREEP RESISTANT CONSTRUCTION | 1991 |
|
RU2034957C1 |
HYDRAULIC STRUCTURE SECTIONAL BLOCK | 0 |
|
SU1606574A1 |
GROIN | 0 |
|
SU1728333A1 |
Authors
Dates
1994-06-15—Published
1991-02-07—Filed