FIELD: hydraulic building, particularly earth-fill and rock-fill dams.
SUBSTANCE: earth-fill dam comprises water-tight dam body member and toe made of dam body member earth. The toe is arranged in water-permeable base and abuts upon water-tight dam body member base by upper part thereof. Lower toe part is submersed in dam base. Lower toe edge in place of toe abutment upon water-tight dam body member base has smooth convex part and is tangentially connected thereto.
EFFECT: increased operational reliability due to reduced outlet pressure gradients in area of lower toe edge connection with water-tight dam body member base.
3 dwg
Title | Year | Author | Number |
---|---|---|---|
DAM | 0 |
|
SU1435689A1 |
EARTH DAM WITH LOCK | 2021 |
|
RU2772874C1 |
COUNTER-SURFACE ARRANGEMENT FOR STONE-AND-EARTH DAM | 0 |
|
SU1242561A1 |
COUNTER-SEEPAGE ARRANGEMENT FOR STONE-EARTH DA | 0 |
|
SU1361235A1 |
0 |
|
SU299595A1 | |
SOIL DAM ON WATER-PERMEABLE FOUNDATION | 2008 |
|
RU2368727C1 |
COUNTER-SEEPAGE ARRANGEMENT FOR STONE-AND-EARTH DAM | 0 |
|
SU1214826A1 |
COUNTER-SEEPAGE ARRANGEMENT FOR EARTH DAM | 0 |
|
SU1521808A1 |
ANTISEEPAGE ARRANGEMENT FOR EARTH DAM | 0 |
|
SU1537745A1 |
UNIT OF GROUND DAM COUPLING WITH CONCRETE OVERFLOW WEIR | 2011 |
|
RU2448214C1 |
Authors
Dates
2006-12-27—Published
2004-10-25—Filed