CN110029619A - It is a kind of for there is the foam inhibition device of down stream flowing line - Google Patents
It is a kind of for there is the foam inhibition device of down stream flowing line Download PDFInfo
- Publication number
- CN110029619A CN110029619A CN201910190530.XA CN201910190530A CN110029619A CN 110029619 A CN110029619 A CN 110029619A CN 201910190530 A CN201910190530 A CN 201910190530A CN 110029619 A CN110029619 A CN 110029619A
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- China
- Prior art keywords
- defoaming
- plate
- partition wall
- defoaming plate
- cavity
- Prior art date
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- 239000006260 foam Substances 0.000 title claims abstract description 38
- 230000005764 inhibitory process Effects 0.000 title claims abstract description 30
- 238000005192 partition Methods 0.000 claims abstract description 86
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 82
- 230000007704 transition Effects 0.000 claims abstract description 16
- 238000001727 in vivo Methods 0.000 claims 1
- 238000005273 aeration Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 9
- 239000002518 antifoaming agent Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000498 cooling water Substances 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 210000000697 sensory organ Anatomy 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/001—Methods, systems, or installations for draining-off sewage or storm water into a body of water
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Degasification And Air Bubble Elimination (AREA)
Abstract
The invention discloses a kind of for having the foam inhibition device of down stream flowing line, including cavity, several defoaming plates and several partition walls；Cavity is equipped with inlet and outlet, and each partition wall is arranged between water inlet and water outlet, and defoaming plate is located between the side of partition wall and the bottom of cavity, and defoaming plate is equipped with several defoaming holes, the two sides of defoaming hole perforation defoaming plate；The height on the top for each partition wall being sequentially arranged from water inlet to water outlet gradually rises.The utility model has the advantages that defoaming hole can slow down water flow fall speed, be conducive to that foam is inhibited to generate.The height on each partition wall top gradually rises, and water flow can be made from high water head to low water head smooth transition, is conducive to inhibit down stream aeration.Partition walls at different levels can cope with the flow of different stage, make foam inhibition device that can keep stable foam inhibition effect in various operating conditions.The present invention relates to waterworks.
Description
Technical field
It is the present invention relates to waterwork, in particular to a kind of for there is the foam inhibition device of down stream flowing line.
Background technique
Part Coastal Power Plant is because of design and place cloth restriction, and cooling water draining is often using the side secretly contained over long distances
Often there is drop-down section in drainage flow path because of the elevation design of drainage flow path upstream and downstream in formula.The flow-shape of drop-down section is outside
It is in free overflow state when extra large low tide, is under the high tide level operating condition of off-lying sea and floods stream mode out.In free discharge state
It is easy to produce under operating condition, at down stream and is largely not easy the yellowish-brown foam crumbled and fall.Yellowish-brown foam is discharged into surrounding waters with water flow
Water body, can be to artificial panic at the pollution of a degree of sense organ and psychology.
In the prior art, general foam inhibition means have two major classes.One is defoaming agent is used, this mode is simple and efficient,
But expense is huge, and this mode be easy to cause secondary pollution.In addition, not only being defoamed for having down stream flowing line
The dispensing design of agent is complex, and because often flow velocity is larger for down stream section, defoaming agent cannot give full play to its defoaming effect.
Another method is to carry out foam inhibition using engineering measure, its main feature is that working well, persistently, expense is low.Currently,
About defoaming engineering measure and structure design there has been no relevant codes and standards, most of defoaming engineering designs all have centainly
Limitation.
In the prior art, defoaming design library part editor and reuse fails to take different degrees of foam inhibition measure for the flow of different stage,
Foam inhibition effect stability is poor in the operating condition of different flow.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of for there is the foam inhibition device of down stream flowing line, can be directed to
The down stream flow of different stage carries out foam inhibition.
Used technical solution to solve above-mentioned technical problem:
It is a kind of for having the foam inhibition device of down stream flowing line, including cavity, several defoaming plates and several partition walls；On cavity
Equipped with inlet and outlet, each partition wall is arranged between water inlet and water outlet, and defoaming plate is located at side and the chamber of partition wall
Between the bottom of body, defoaming plate is equipped with several defoaming holes, the two sides of defoaming hole perforation defoaming plate；From water inlet to water outlet according to
The height on the top of each partition wall of secondary arrangement gradually rises.
As an improvement, partition wall includes the first partition wall, defoaming plate includes the first defoaming plate；First defoaming plate is not higher than water inlet
Mouthful, the first defoaming plate is located between water inlet and the first partition wall.
As an improvement, the top of the first defoaming plate is equipped with several defoaming beams, defoaming beam traverses cavity, and defoaming beam includes several
First defoaming beam and several second defoaming beams；First defoaming beam cross sectional shape be it is trapezoidal, second defoaming beam cross sectional shape be
Rectangle.
As an improvement, partition wall includes the second partition wall, defoaming plate includes that the second defoaming plate and third defoam plate；Second partition wall is set
Between the first partition wall and water outlet, the second defoaming plate and third defoaming plate are located between the first partition wall and the second partition wall, third
It defoams plate and is higher than the second defoaming plate, third defoams the conveyance capacity of plate no more than the second defoaming plate.
As an improvement, defoaming plate includes the 4th defoaming plate and the 5th defoaming plate；The one of 5th defoaming plate and the 4th defoaming plate
Hold with the first partition wall intersect and the other end of the 5th defoaming plate and the 4th defoaming plate is outstanding between the first partition wall and the second partition wall
Sky, the 5th defoaming plate are higher than the 4th defoaming plate, and the height of the 5th defoaming plate is concordant with the top of the first partition wall.
As an improvement, hanging one end of the 5th defoaming plate and the 4th defoaming plate is respectively equipped with convex edge, the 5th is defoamed on plate
The top of convex edge is higher than the 5th defoaming plate, and the top of the convex edge on the 4th defoaming plate is higher than the 4th defoaming plate.
As an improvement, defoaming beam includes several third defoaming beams；The cross sectional shape that third defoams beam is rectangle, third defoaming
Beam is arranged between the first partition wall and the second partition wall.
As an improvement, partition wall includes third partition wall, defoaming plate includes the 6th defoaming plate and the 7th defoaming plate；Third partition wall is set
Between the second partition wall and water outlet, the 6th defoaming plate and the 7th defoaming plate are arranged between the second partition wall and third partition wall；The
Seven defoaming plates are higher than the 6th defoaming plate, and the 6th defoaming plate is higher than third and defoams plate.
As an improvement, being equipped with transition face between the bottom and water outlet of cavity, transition face is from the bottom of cavity to water outlet
Direction gradually rise.
As an improvement, being equipped with transitional module in cavity, transition face is located at the top of transitional module, transitional module and cavity it
Between be equipped with several anchor ribs, anchor rib is embedded in the joint of transitional module and cavity.
The utility model has the advantages that defoaming hole can slow down water flow fall speed, be conducive to that foam is inhibited to generate.Each partition wall top
Height gradually rises, and water flow can be made from high water head to low water head smooth transition, is conducive to inhibit down stream aeration.Partition walls at different levels can answer
To the flow of different stage, make foam inhibition device that can keep stable foam inhibition effect in various operating conditions.
Detailed description of the invention
Following further describes the present invention with reference to the drawings:
Fig. 1 is the structural schematic diagram of the embodiment of the present invention 1；
Fig. 2 is the arrangement schematic diagram in the defoaming hole on the first defoaming plate of the embodiment of the present invention 1；
Fig. 3 is the arrangement schematic diagram in the defoaming hole on the second defoaming plate of the embodiment of the present invention 1；
Fig. 4 is the arrangement schematic diagram in the defoaming hole that the third of the embodiment of the present invention 1 defoams on plate；
Fig. 5 is the arrangement schematic diagram in the defoaming hole on the 4th defoaming plate of the embodiment of the present invention 1；
Fig. 6 is the arrangement schematic diagram in the defoaming hole on the 5th defoaming plate of the embodiment of the present invention 1；
Fig. 7 is the arrangement schematic diagram in the defoaming hole on the 6th defoaming plate of the embodiment of the present invention 1；
Fig. 8 is the arrangement schematic diagram in the defoaming hole on the 7th defoaming plate of the embodiment of the present invention 1；
Fig. 9 is the structural schematic diagram of the embodiment of the present invention 2.
Specific embodiment
Embodiment 1:
It is a kind of for there is the foam inhibition device of down stream flowing line referring to figs. 1 to 8, if including cavity 1, several defoaming plates and
Dry partition wall；Cavity 1 is equipped with water inlet 2 and water outlet 3, and each partition wall is arranged between water inlet 2 and water outlet 3, defoams plate
It is located between the side of partition wall and the bottom of cavity 1, defoaming plate is equipped with several defoaming holes 4, and the perforation of defoaming hole 4 defoams the two of plate
Face；The height on the top for each partition wall being sequentially arranged from water inlet 2 to water outlet 3 gradually rises.
As an improvement, partition wall includes the first partition wall 5, defoaming plate includes the first defoaming plate 6；First defoaming plate 6 be not higher than into
The mouth of a river 2, the first defoaming plate 6 are located between water inlet 2 and the first partition wall 5.
As an improvement, the top of the first defoaming plate 6 is equipped with several defoaming beams, defoaming beam traverses cavity 1, if defoaming beam includes
Dry first defoaming beam 7 and several second defoaming beams 8；The cross sectional shape of first defoaming beam 7 is trapezoidal, the section of the second defoaming beam 8
Shape is rectangle.
As an improvement, partition wall includes the second partition wall 9, defoaming plate includes that the second defoaming plate 10 and third defoam plate 11；Second
Partition wall 9 is located between the first partition wall 5 and water outlet 3, and the second defoaming plate 10 and third defoaming plate 11 are located at the first partition wall 5 and second
Between partition wall 9, third defoams plate 11 and is higher than the second defoaming plate 10, and third defoams the conveyance capacity of plate 11 no more than the second defoaming plate
10。
As an improvement, defoaming plate includes the 4th defoaming plate 12 and the 5th defoaming plate 13；5th defoaming plate 13 and the 4th defoaming
One end of plate 12 and the first partition wall 5 intersect and the other end of the 5th defoaming plate 13 and the 4th defoaming plate 12 the first partition wall 5 with
Hanging between second partition wall 9, the 5th defoaming plate 13 is higher than the 4th defoaming plate 12, the height and the first partition wall 5 of the 5th defoaming plate 13
Top it is concordant.
As an improvement, hanging one end of the 5th defoaming plate 13 and the 4th defoaming plate 12 is respectively equipped with convex edge 14, the 5th defoaming
The top of convex edge 14 on plate 13 is higher than the 5th defoaming plate 13, and the top of the convex edge 14 on the 4th defoaming plate 12 is higher than the 4th defoaming
Plate 12.
As an improvement, defoaming beam includes several third defoaming beams 15；The cross sectional shape that third defoams beam 15 is rectangle, third
Defoaming beam 15 is arranged between the first partition wall 5 and the second partition wall 9.
As an improvement, partition wall includes third partition wall 16, defoaming plate includes the 6th defoaming plate 17 and the 7th defoaming plate 18；Third
Partition wall 16 is located between the second partition wall 9 and water outlet 3, the 6th defoaming plate 17 and the 7th defoaming plate 18 be arranged in the second partition wall 9 with
Between third partition wall 16；7th defoaming plate 18 is higher than the 6th defoaming plate 17, and the 6th defoaming plate 17 is higher than third and defoams plate 11.
As an improvement, between the bottom and water outlet 3 of cavity 1 be equipped with transition face 19, transition face 19 from the bottom of cavity 1 to
The direction of water outlet 3 gradually rises.
The water inlet 2 of the present embodiment is higher than water outlet 3, and the water flow entered from water inlet 2 is the high water head in drainage flow path
Water flow, the water flow being discharged from water outlet 3 are the low water head water flow in drainage flow path.
Preferably, the cavity 1 of the present embodiment is the cabinet that section is rectangle, but the shape of cavity 1 is without being limited thereto.
What defoaming hole 4 can slow down water flow falls speed, is conducive to that foam is inhibited to generate.
The height on each partition wall top gradually rises, and water flow can be made from high water head to low water head smooth transition, is conducive to press down
Down stream aeration processed.Partition walls at different levels can cope with the flow of different stage, make foam inhibition device that can keep stable in various operating conditions
Foam inhibition effect.
The technical program can be widely applied in the engineering containing drop aeration flowing line, especially suitable for Coastal Power Plant
The huge operating condition of off-lying sea tidal range.The technical program has good conveyance capacity and foam inhibition ability, and structure is simple, construction
It is convenient, be conducive to inhibit bad secondary fluidised form.
If the radial dimension of water inlet 2 is d, water inlet 2 and the distance between 1 bottom of the cavity D1 of the present embodiment is not less than
2 times of d, and D1 is not more than 2.5 times of d, the length L1 of the first defoaming plate 6 is not less than 6 times of d.
First defoaming plate 6 is not higher than water inlet 2, and the first partition wall 5 can slow down the speed of water flow, is conducive to that foam is inhibited to produce
It is raw.
When D1 and L1 disclosed in the present embodiment make smaller by the flow of water inlet 2, water flow can pass through the first defoaming plate 6
Defoaming hole 4 drops into the bottom of cavity 1 and is discharged by water outlet 3.The size of first defoaming plate 6 and the first partition wall 5 is according to week
The many years mean tide tlevel of side ocean determines, makes the water flow in cavity 1 that can be constrained on the first defoaming plate 6 and first in most cases
Between partition wall 5.
Towards water inlet 2, the first defoaming beam 7 is larger-size for the first defoaming lesser side of 7 size of beam of the present embodiment
Towards water outlet 3, the sectional dimension of the second defoaming beam 8 is 0.2m × 0.2m for side.
Defoaming beam cross sectional shape be not limited to trapezoidal and rectangle, can also be circle, ellipse, triangle, diamond shape, in parallel
The shape of quadrangle, polygon or other beams in the prior art.
The quantity of the first defoaming beam 7 of the present embodiment is one, and the quantity of the second defoaming beam 8 is four, each defoaming beam
Arrangement form it is as shown in Figure 1.The defoaming beam arrangement form of the present embodiment is determining according to test.This defoaming beam arrangement form
There are constraint and restriction effect to 2 water flow of water inlet, and bad vortex fluidised form of the water flow by defoaming plate when can be reduced, favorably
In reduction water flow aeration situation.
The combination of the second defoaming plate 10 and third defoaming plate 11 of the present embodiment pass through the water flow for crossing the first partition wall 5 can
Second defoaming plate 10 and third defoaming plate 11 drop into the bottom of cavity 1, are conducive to that foam is inhibited to generate.
The second defoaming plate 10 of the present embodiment and the length L2 of third defoaming plate 11 are equal to d, the length of the 4th defoaming plate 12
Equal to 1/4 times d, the length of the 5th defoaming plate 13 are 1/8 times of d, and d is the radial dimension of water inlet 2.5th defoaming plate 13 and the 4th
The one end for defoaming plate 12 is hanging, is conducive to the water flow overflow discharge for crossing the first partition wall 5.
Convex edge 14 hoists protrusion, can play restriction effect to the water flow on the 5th defoaming plate 13 and the 4th defoaming plate 12,
Be conducive to that water flow is made to pass through the 5th defoaming plate 13 and the 4th defoaming plate 12.
The arrangement that third defoams beam 15 is determined according to test.The quantity of the third defoaming beam 15 of the present embodiment is two
A, third defoams the arrangement form of beam 15 as shown in Figure 1, the sectional dimension of third defoaming beam 15 is 0.2m × 0.2m.
The length L3 of the 6th defoaming plate 17 of the present embodiment and the 7th defoaming plate 18 is equal to d, and d is the radial ruler of water inlet 2
It is very little.The 6th defoaming plate 17 of the present embodiment is higher than third and defoams plate 11, and the conveyance capacity of the 7th defoaming plate 18 disappears no more than the 6th
Plate 17 is steeped, is conducive to that water flow is inhibited to generate foam when falling.
The transition face 19 of the present embodiment is gentle slope shape, and the gradient is 1:2 to 1:2.5, but the shape of transition face 19 is without being limited thereto.
Transition face 19 can substantially reduce the head loss of water flow, be conducive to reduce foam inhibition device to the resistance of water flow.
Embodiment 2:
As shown in figure 9, the present embodiment the difference from embodiment 1 is that, transitional module 20, transition face 19 are equipped in cavity 1
It is located at the top of transitional module 20, several anchor ribs 21 are equipped between transitional module 20 and cavity 1, anchor rib 21 is embedded in transition
The joint of module 20 and cavity 1.
Embodiments of the present invention are explained in detail above in conjunction with attached drawing, but the present invention is not limited to above-mentioned embodiment party
Formula, technical field those of ordinary skill within the scope of knowledge, can also be before not departing from present inventive concept
Put that various changes can be made.
Claims (10)
1. a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: including cavity, several defoaming plates and it is several every
Wall；The cavity is equipped with inlet and outlet, and each partition wall is arranged between the water inlet and water outlet, described
Defoaming plate is located between the side of the partition wall and the bottom of the cavity, and defoaming plate is equipped with several defoaming holes, and defoaming hole is passed through
Lead to the two sides of the defoaming plate；The height on the top for each partition wall being sequentially arranged from the water inlet to the water outlet
It gradually rises.
2. according to claim 1 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: the partition wall
Including the first partition wall, the defoaming plate includes the first defoaming plate；It is described first defoaming plate be not higher than the water inlet, described first
Defoaming plate is located between the water inlet and first partition wall.
3. according to claim 2 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: described first
The top for defoaming plate is equipped with several defoaming beams, and defoaming beam traverses the cavity, and defoaming beam includes several first defoaming beams and several
Second defoaming beam；It is described first defoaming beam cross sectional shape be it is trapezoidal, it is described second defoaming beam cross sectional shape be rectangle.
4. according to claim 3 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: the partition wall
Including the second partition wall, the defoaming plate includes that the second defoaming plate and third defoam plate；Second partition wall be located at described first every
Between wall and the water outlet, the second defoaming plate and third defoaming plate be located at first partition wall and second partition wall it
Between, the third defoaming plate is higher than the second defoaming plate, and the conveyance capacity of the third defoaming plate disappears no more than described second
Steep plate.
5. according to claim 4 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: the defoaming
Plate includes the 4th defoaming plate and the 5th defoaming plate；It is described 5th defoaming plate and it is described 4th defoaming plate one end with described first every
The other end of the intersection of wall and the 5th defoaming plate and the 4th defoaming plate is hanging between first partition wall and second partition wall,
The 5th defoaming plate is higher than the 4th defoaming plate, the height of the 5th defoaming plate and the top flat of first partition wall
Together.
6. according to claim 5 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: the described 5th
Hanging one end of defoaming plate and the 4th defoaming plate is respectively equipped with convex edge, and the top of the convex edge on the 5th defoaming plate is higher than the 5th
Plate is defoamed, the top of the convex edge on the 4th defoaming plate is higher than the 4th defoaming plate.
7. according to claim 6 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: the defoaming
Beam includes several third defoaming beams；The cross sectional shape of the third defoaming beam is rectangle, and the third defoaming beam is arranged in described
Between first partition wall and second partition wall.
8. according to claim 7 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: the partition wall
Including third partition wall, the defoaming plate includes the 6th defoaming plate and the 7th defoaming plate；The third partition wall be located at described second every
Between wall and the water outlet, the 6th defoaming plate and the 7th defoaming plate are arranged in second partition wall and the third partition wall
Between；The 7th defoaming plate is higher than the 6th defoaming plate, and the 6th defoaming plate is higher than the third and defoams plate.
9. feature exists according to claim 1 to a kind of for there is the foam inhibition device of down stream flowing line described in 8 any one
In: transition face is equipped between the bottom and the water outlet of the cavity, transition face is from the bottom of the cavity to the water outlet
The direction of mouth gradually rises.
10. according to claim 9 a kind of for there is the foam inhibition device of down stream flowing line, it is characterised in that: the chamber
It is equipped with transitional module in vivo, the transition face is located at the top of the transitional module, between the transitional module and the cavity
Equipped with several anchor ribs, anchor rib is embedded in the joint of the transitional module Yu the cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910190530.XA CN110029619A (en) | 2019-03-13 | 2019-03-13 | It is a kind of for there is the foam inhibition device of down stream flowing line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910190530.XA CN110029619A (en) | 2019-03-13 | 2019-03-13 | It is a kind of for there is the foam inhibition device of down stream flowing line |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110029619A true CN110029619A (en) | 2019-07-19 |
Family
ID=67235999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910190530.XA Pending CN110029619A (en) | 2019-03-13 | 2019-03-13 | It is a kind of for there is the foam inhibition device of down stream flowing line |
Country Status (1)
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001004787A (en) * | 1999-06-25 | 2001-01-12 | Taisei Corp | Structure of water discharge pit |
| JP2008127914A (en) * | 2006-11-22 | 2008-06-05 | Mitsubishi Heavy Ind Ltd | Bubbling preventing device |
| CN201520953U (en) * | 2009-10-12 | 2010-07-07 | 天津市水利勘测设计院 | Gravity pressure water conveyer with automatic regulation weir well |
| CN102966080A (en) * | 2012-11-09 | 2013-03-13 | 广东省水利水电科学研究院 | Novel salt spray defoaming facility for thermal power plant and nuclear power plant |
| CN204644990U (en) * | 2015-04-28 | 2015-09-16 | 珠江水利委员会珠江水利科学研究院 | A kind of vertical shaft energy-dissipating structure |
| CN105862683A (en) * | 2016-04-22 | 2016-08-17 | 广东省水利水电科学研究院 | Multi-layer and multi-order pore plate used for reducing aeration and restraining bubbles and rapid construction method for multi-layer and multi-order pore plate |
| CN210066621U (en) * | 2019-03-13 | 2020-02-14 | 广东省水利水电科学研究院 | Foam inhibition device for drop flow drainage pipeline |
-
2019
- 2019-03-13 CN CN201910190530.XA patent/CN110029619A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001004787A (en) * | 1999-06-25 | 2001-01-12 | Taisei Corp | Structure of water discharge pit |
| JP2008127914A (en) * | 2006-11-22 | 2008-06-05 | Mitsubishi Heavy Ind Ltd | Bubbling preventing device |
| CN201520953U (en) * | 2009-10-12 | 2010-07-07 | 天津市水利勘测设计院 | Gravity pressure water conveyer with automatic regulation weir well |
| CN102966080A (en) * | 2012-11-09 | 2013-03-13 | 广东省水利水电科学研究院 | Novel salt spray defoaming facility for thermal power plant and nuclear power plant |
| CN204644990U (en) * | 2015-04-28 | 2015-09-16 | 珠江水利委员会珠江水利科学研究院 | A kind of vertical shaft energy-dissipating structure |
| CN105862683A (en) * | 2016-04-22 | 2016-08-17 | 广东省水利水电科学研究院 | Multi-layer and multi-order pore plate used for reducing aeration and restraining bubbles and rapid construction method for multi-layer and multi-order pore plate |
| CN210066621U (en) * | 2019-03-13 | 2020-02-14 | 广东省水利水电科学研究院 | Foam inhibition device for drop flow drainage pipeline |
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