FIELD: mining.
SUBSTANCE: method includes dumping and layer-by-layer building of protective and separating dams, routing of main and distributing sludge line, layer-by-layer dispersed banking of tailings for the beach. Note that building of separating dam is performed by layer-by-layer location of filtering screen made of non-woven geotextile, perpendicularly to the front of flow distribution according to specified volume of banked tailings.
EFFECT: method allows decreasing of labour intensiveness, capacity and material expenses, increasing of tailing pond active capacity and facility service life.
3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD OF ERECTING OF WASHED UP PROTECTIVE DAM | 2010 |
|
RU2421569C1 |
| ERECTION METHOD OF ALLUVIAL DAM | 2010 |
|
RU2451131C2 |
| METHOD FOR ALLUVIAL DAM ERECTION | 2017 |
|
RU2654718C1 |
| METHOD OF UP SLUDGE POND DAM | 2011 |
|
RU2486310C1 |
| PROCESS OF ERECTION OF ALLUVIAL MAN-MADE DEPOSIT | 2000 |
|
RU2186902C1 |
| METHOD TO ERECT EMBANK HYDRAULIC FILL DAM | 2012 |
|
RU2498008C1 |
| METHOD OF BUILDUP OF SMALL-SECTION TIRE DAM OF SLUDGE STORAGE | 2016 |
|
RU2615364C1 |
| 0 |
|
SU1778218A1 | |
| WASHED-UP HYDRAULIC STRUCTURE | 1991 |
|
RU2039151C1 |
| RECULTIVATION METHOD OF COMPARTMENT OF INWASH STORAGE UNIT, WHICH IS FILLED WITH WASTES | 2009 |
|
RU2409743C1 |
