FIELD: hydraulic engineering auxiliary spillway for passing spring flood of rare recurrence. SUBSTANCE: spillway incorporates washable out insert in the form of earth dam 1 enclosed at sides and bottom in covering 5 made of concrete. Ridge 2 of dam 1 is provided with spillway wall 6 which is of zigzag configuration in plan and its ridge mark 7 is located above the mark of ridge 2 of dam 1, but is below of ridge mark 3 of backwater structure 4. Zigzag wall 6 is constructed of steel sheet piles of Z-and U-shape cross section which create additional curvature of zigzag wall. EFFECT: high efficiency. 2 cl, 2 dwg
Title | Year | Author | Number |
---|---|---|---|
REDUNDANT SPILLWAY OF EARTH RETAINING CONSTRUCTION | 1992 |
|
RU2050433C1 |
RESERVE SPILLWAY FOR EARTH DAMS | 2016 |
|
RU2639047C1 |
RESERVE SPILLWAY OF EARTH DAM | 2012 |
|
RU2498007C1 |
RESERVE SPILLWAY OF SOIL RETAINING STRUCTURE (VERSIONS) | 2014 |
|
RU2573328C2 |
LIGHT WEIGHT FLOOD RELIEF WATER DISPOSAL UNIT FOR GROUND WATER DAM | 2017 |
|
RU2668092C1 |
ERODIBLE EARTH-FILLED DAM OF EMERGENCY SPILLWAY | 1991 |
|
RU2011736C1 |
SANDBY WATER SPILLWAY FOR EARTH-FILL RETAINING STRUCRURE | 0 |
|
SU1532656A1 |
OPEN SPILLWAY ON NON-ROCK FOUNDATION | 2008 |
|
RU2375520C1 |
OPEN UNCONTROLLED SPILLWAY OF WATERWORKS FACILITY | 2008 |
|
RU2365705C1 |
WATER-ENGINEERING SYSTEM ON PERPETUALLY FROZEN SOILS | 2008 |
|
RU2374387C1 |
Authors
Dates
1997-01-10—Published
1992-10-20—Filed