FIELD: hydraulic engineering, particular, pressure deep water conduits of sluices. SUBSTANCE: deep water conduit has face - type gate with main working and side reverse supporting-running units resting on rails. In this case, intake part of water conduit in upper pool has width equal to the middle of gate part, and reverse supporting-running units are of angle cross- section whose one face rests on rails on the side of lower pool. EFFECT: higher reliability due to elimination of cavitation damage. 2 dwg
Title | Year | Author | Number |
---|---|---|---|
MEASURES OF PROTECTION OF LOCK GATE FROM DOCKING IMPACTS | 2006 |
|
RU2335599C2 |
DEEP-WATER GATE ASSEMBLY | 0 |
|
SU1528847A1 |
SPILLWAY STRUCTURE | 2018 |
|
RU2681568C1 |
APPARATUS FOR REDUCING CAVITATION IN HYDRAULIC DUCT | 0 |
|
SU1165733A1 |
DEEP WATER CONDUIT GATE | 0 |
|
SU675122A1 |
SEWERAGE RETURN SIPHON | 1995 |
|
RU2107782C1 |
DISSIPATING DEVICE OF WATER FLOW | 2013 |
|
RU2523530C1 |
CLOSURE UNIT OF PRESSURE PIPELINE | 0 |
|
SU1521813A1 |
DAMPER OF WATER FLOW ENERGY | 2016 |
|
RU2617592C1 |
SEWERAGE SIPHON | 1995 |
|
RU2101425C1 |
Authors
Dates
1996-09-27—Published
1994-02-15—Filed