FIELD: hydraulic engineering. SUBSTANCE: sediments in settling tank chamber 5 are washed with water from siphon 8 into preliminarily emptied chamber 5. For this purpose, before washing, gate 4 is raised in channel 7 to supply flushing discharge, and gate 9 of flushing gallery 12, and gates 3 and 11 are lowered. Siphon 8 is charged to supply water jets to chamber 5 to loosen sediments which are removed over flushing gallery 12. EFFECT: higher efficiency. 3 dwg
Title | Year | Author | Number |
---|---|---|---|
PERIODIC ACTION SETTLER | 0 |
|
SU1813833A1 |
SETTLING TANK | 0 |
|
SU1758146A1 |
SHAFT WATER DRAINAGE SUMP | 1991 |
|
RU2048641C1 |
SPILLWAY CONSTRUCTION | 1991 |
|
RU2061817C1 |
WATER HEADER | 1991 |
|
RU2048642C1 |
SPILLWAY STRUCTURE | 1992 |
|
RU2096557C1 |
DESALTING PLANT | 1992 |
|
RU2087421C1 |
FILTER FOR PURIFYING WATER | 0 |
|
SU1331534A1 |
COAGULATOR-SETTLER | 1984 |
|
SU1189049A1 |
FILTER FOR CLEANING LIQUID | 0 |
|
SU871808A1 |
Authors
Dates
1995-12-10—Published
1991-04-02—Filed