FIELD: erection of sand beaches, coastal territories and islands. SUBSTANCE: rows of bottom-accumulating members 2 with reinforcing rods 4 placed coaxially are positioned horizontally and arranged in staggered order in the form of triangular prism 3 on strengthened bottom base and are interjoined by rigid bracings 8. Interrow space on pressure shelving is made from reinforced alluvial bottom to depth exceeding level of wave action of base bottom. EFFECT: reduced cost of erection of coast-protecting alluvial structures. 7 dwg, 1 tbl
| Title | Year | Author | Number |
|---|---|---|---|
| BANK PROTECTION WAVE SUPPRESSOR AND METHOD FOR ITS ERECTION | 1994 |
|
RU2095516C1 |
| COAST-PROTECTING STRUCTURE AND PROCESS OF ITS ERECTION | 1994 |
|
RU2097483C1 |
| METHOD FOR ENGINEERING AND BIOLOGICAL PROTECTION OF COAST FROM ABRASION | 1994 |
|
RU2075570C1 |
| METHOD FOR STABILIZATION OF UNDERWATER BANK SLOPE OF WATER BASIN BY ARTIFICIAL ALGAE | 1994 |
|
RU2095515C1 |
| METHOD TO ERECT DIKE DAM ON ARCTIC SEA SHORE | 2011 |
|
RU2453653C1 |
| METHOD AND DEVICE FOR SAND BEACH WASHING-IN | 2005 |
|
RU2281359C1 |
| METHOD OF GROUND STRUCTURE WASHING OVER | 1993 |
|
RU2029820C1 |
| METHOD FOR PROTECTING SHORES OF UNSTABLE GROUND AGAINST WAVE EFFECT | 0 |
|
SU1767070A1 |
| PROTECTIVE BANK CONSOLIDATION STRUCTURE AND METHOD OF STRUCTURE ERECTION | 2005 |
|
RU2280730C1 |
| METHOD FOR PROTECTING TERRITORY FROM FLOODING | 2000 |
|
RU2176700C1 |
