FIELD: hydraulic engineering. SUBSTANCE: earth dam has body of non-cohesive ground, low-permeable counter-filtration device, and drain collectors with longitudinal incline located on impermeable diaphragms hermetically conjugated with counter-filtration device at side of tail water, and connected with water measuring and water intake devices. Impermeable diaphragms are arranged in tiers in dam body and in sections from counter-filtration device up to impermeable diaphragm they are inclined. Length of horizontal projection of each impermeable diaphragm d is larger than d>Δh•ml, where Δh - vertical distance between tiers, ml - contour interval of lower face of inclined low-permeable counter-filtration device. Impermeable diaphragm is made in the form of double-face angle, and flexible. EFFECT: high efficiency. 7 cl, 6 dwg
Title | Year | Author | Number |
---|---|---|---|
COUNTER-SEEPAGE ARRANGEMENT FOR EARTH DAM | 0 |
|
SU1521808A1 |
DAM OF SOIL MATERIALS | 0 |
|
SU1518554A1 |
LOOSE-FILL DAM | 0 |
|
SU1792464A3 |
EARTH DAM WITH LOCK | 2021 |
|
RU2772874C1 |
DRAINAGE SYSTEM OF EARTH DAM | 2010 |
|
RU2450102C2 |
COUNTER-SEEPAGE ARRANGEMENT FOR STONE-AND-EARTH DAM | 0 |
|
SU1214826A1 |
METHOD FOR RESTORING THE GEOPHYSICAL STABILITY OF AN EMERGENCY GROUND DAM ON A WEAK FOUNDATION | 2020 |
|
RU2763752C1 |
EARTH-FILL DAM BUILT ON PERMEABLE BASE | 2004 |
|
RU2290472C2 |
WATER CONVEYANCE STRUCTURE | 0 |
|
SU1801157A3 |
COUNTER-SEEPAGE ARRANGEMENT FOR STONE-EARTH DA | 0 |
|
SU1361235A1 |
Authors
Dates
1997-08-10—Published
1994-11-11—Filed