FIELD: hydraulic building, particularly to protect ground dam slopes against wave flows.
SUBSTANCE: device comprises monolithic reinforced concrete covering and rows of wave absorbing members made of alternating semi-oval and wedge-like parts laid within row limits. Semi-oval parts have bases facing downwards. Wedge-like parts are arranged so that larger bases thereof face upwards and define flow-impinging channels along with semi-oval parts. The flow-impinging channels are curvilinear in plane view.
EFFECT: increased efficiency of wave energy damping due to possibility to use head-on wave absorption and wave absorption due to wave flow parts impingement.
2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| ATTACHMENT OF THE UPPER SLOPE OF A SOIL DAM | 2018 |
|
RU2685189C1 |
| PAVING PANEL FOR GROUND SLOPES | 0 |
|
SU947262A1 |
| TOP SLOPE PAVING OF EARTH HYDRAULIC ENGINEERING STRUCTURE | 0 |
|
SU1555414A1 |
| PROTECTIVE COATING FOR SLOPES OF HYDRAULIC STRUCTURES | 0 |
|
SU1059052A1 |
| BLOCK FOR SHORE-PROTECTING STRUCTURE | 0 |
|
SU1523624A1 |
| ARRANGEMENT FOR SECURING THE UPPER SLOPE OF EARTH-FILL STRUCTURE | 0 |
|
SU1062332A1 |
| COAST-PROTECTING STRUCTURE AND PROCESS OF ITS ERECTION | 1994 |
|
RU2097483C1 |
| LINING FOR SLOPES OF EARTH WATER ENGINEERING STRUCTURES | 0 |
|
SU1006570A1 |
| COATING FOR EARTH SLOPES OF HYDRAULIC STRUCTURES | 0 |
|
SU1043239A1 |
| FLOATING BARRIER WAVE-CUTTING REINFORCED CONCRETE STRUCTURE | 2009 |
|
RU2413817C1 |
