FIELD: hydraulic structures, particularly intake structures to take water for economic needs.
SUBSTANCE: front-entrance river water intake comprises spillway dam and water intake with two or more parallel setting chambers and transversal water-accumulation gutter having bottom located over water surface during setting chamber flushing. Width of side setting chamber in plane view in stream direction gradually increases in accordance with the equation y=(2h/S2 ch)(x2/2), where h is assumed expansion in the end of side setting chamber, Sch -s length of side setting chamber. Side walls of transversal water-accumulation gutter may rotate about fixed axis by means of driving mechanism.
EFFECT: possibility to increase water cleaning efficiency due to transversal water-accumulation gutter wall rotation and possibility of water taking from upper, clean, layers inside setting chambers.
8 dwg
Title | Year | Author | Number |
---|---|---|---|
FRONT WATER INTAKE STRUCTURE WITH PERIODIC FLUSHING THEREOF | 2004 |
|
RU2272100C1 |
INTERMITTENT FLUSHING SETTLING BASIN | 2006 |
|
RU2318954C1 |
SUMP | 2006 |
|
RU2323294C1 |
EXPANDABLE DESILTING BASIN | 2006 |
|
RU2322547C1 |
WATER INTAKE ON MUDFLOW RIVERS | 1999 |
|
RU2170300C2 |
0 |
|
SU80326A1 | |
0 |
|
SU99733A1 | |
METHOD TO CONTROL HYDRAULIC STRUCTURE OF WATER FLOW IN WATER-RECEIVING CHAMBER FROM SEDIMENTS | 2012 |
|
RU2501907C1 |
0 |
|
SU549552A1 | |
DEVICE FOR WASHING OFF BOTTOM DRIFT | 0 |
|
SU1756457A1 |
Authors
Dates
2008-04-27—Published
2006-07-11—Filed