CN106889007A - A kind of feed coefficient from drainage and method for discharging pollution - Google Patents
A kind of feed coefficient from drainage and method for discharging pollution Download PDFInfo
- Publication number
- CN106889007A CN106889007A CN201710099159.7A CN201710099159A CN106889007A CN 106889007 A CN106889007 A CN 106889007A CN 201710099159 A CN201710099159 A CN 201710099159A CN 106889007 A CN106889007 A CN 106889007A
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- China
- Prior art keywords
- feed coefficient
- pipe
- water
- wall
- blow
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Classifications
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K63/00—Receptacles for live fish, e.g. aquaria; Terraria
- A01K63/003—Aquaria; Terraria
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K63/00—Receptacles for live fish, e.g. aquaria; Terraria
- A01K63/04—Arrangements for treating water specially adapted to receptacles for live fish
Abstract
The invention discloses a kind of feed coefficient from drainage and method for discharging pollution, drainage includes:Circumferential profile is the feed coefficient of circular or ellipse, and several wall pipes being arranged on the feed coefficient pool wall and the blow-off pipe for being arranged on the feed coefficient bottom of pond center, it is characterized in that, just the water from wall pipe delivery port outflow flows along the pool wall and flow direction keeps level or level downwards, and the flowing water of all wall pipes is along the flowing clockwise or counterclockwise of the pool wall;The bottom of pond is provided centrally with precipitating funnel, and the precipitation funnel bottom connects blow-off pipe.The effect of pool wall is washed away using water circulation and water, dirt is slowly precipitated and is pooled in precipitation funnel and precipitation funnel top, finally again by blow-off pipe blowdown when the suction that is formed, sewage dirt is discharged.
Description
Technical field
The present invention relates to a kind of feed coefficient blowdown technology, more particularly to a kind of feed coefficient from drainage and blowdown side
Method.
Background technology
Feed coefficient entirety physical features is higher, multiplex cement seal pool side.From from the perspective of the utilization of resources, high-elevation breeding pond
Essence is exactly resource restructuring, and compared with conventional manual's culturing fish and shrimp, feed coefficient supports shrimp has four advantages:One is that nature is safely
Number is big.Feed coefficient digs build on land, is avoided that tide, flood etc. are attacked, and safety coefficient is big.Two is convenient blowdown, is had
Beneficial to sterilization and disease control.Because feed coefficient is built on the ground, water-pumping/draining is convenient, so that blowdown is convenient, is conducive to sterilization
And disease control.Three is the random time of putting in a suitable place to breed, can manually control harvest time.Feed coefficient using artificial pumping, discharge water, be not bullied
Wait influence.Four is yield high, profitable, and feed coefficient is to improve per unit area yield by high density.
What is taken due to feed coefficient is high-density breeding scheme, therefore filth-discharging effect is directly connected to the health status of fishes and shrimps
And upgrowth situation, that is, it is related to yield and income.Good filth-discharging effect can reduce the generation of disease.
The content of the invention
Instant invention overcomes the deficiencies in the prior art, there is provided a kind of feed coefficient from drainage and method for discharging pollution.
To reach above-mentioned purpose, a kind of technical scheme that the present invention is used for:A kind of feed coefficient from drainage, bag
Include:Circumferential profile is circular or the feed coefficient of ellipse, and several wall pipes being arranged on the feed coefficient pool wall and is set
Put the blow-off pipe at the feed coefficient bottom of pond center, it is characterised in that just the water from wall pipe delivery port outflow is along the pond
Wall flows and flow direction keeps level or level downwards, the flowing water of all wall pipes along the pool wall clockwise or counterclockwise
Flow in direction;The bottom of pond is provided centrally with precipitating funnel, and the precipitation funnel bottom connects blow-off pipe.
In a preferred embodiment of the present invention, the pool wall and bottom of pond surface are all covered with mulch film, the wall pipe and described
Blow-off pipe runs through the mulch film.
In a preferred embodiment of the present invention, the pool wall is divided into several erosional layers, and each erosional layer is respectively positioned on same
Horizontal plane, is provided with multiple wall pipes on the corresponding pool wall of each erosional layer.
In a preferred embodiment of the present invention, the multiple wall pipes in each described erosional layer are angularly or the row of being equally spaced around
Cloth.
In a preferred embodiment of the present invention, the pond at the feed coefficient edge is provided with several water inlet pipes on the bank, described
Water inlet pipe is imbedded in the bank of pond vertically, and each described water inlet pipe wall pipe for connecting several different erosional layers nearby.
In a preferred embodiment of the present invention, the water inlet pipe is circumscribed with water source, or the water inlet pipe can be by water pump
Draw the water in the feed coefficient.
In a preferred embodiment of the present invention, each described wall pipe delivery port outside is to that should have washing away on one piece of pool wall
Face, the corresponding wash surface of all wall pipes can cover whole pool wall area.
In a preferred embodiment of the present invention, the liquid level that the water side of the blow-off pipe is highly less than in the feed coefficient is high
Degree.
In a preferred embodiment of the present invention, the pool wall is bell-mouth structure of air.
Another technical scheme that uses of the present invention for:A kind of feed coefficient exists from the method for discharging pollution of drainage, its feature
In comprising the following steps successively:
(1) valve for opening the blow-off pipe carries out blowdown, treats that blow-off pipe discharge clear water closes valve;
(2) to flowing water is passed through in the wall pipe, the flowing water is flowed out simultaneously with certain flow velocity from the delivery port of the wall pipe
Wash away corresponding wash surface;
(3) after the water body in feed coefficient restores calm, the valve for opening the blow-off pipe carries out blowdown, treats that blow-off pipe is discharged
Clear water is to close valve.
In a preferred embodiment of the present invention, the deadline of step (2) mesospore pipe water flowing is:Water entirety in feed coefficient
When just having formed the rotation water body centered on feed coefficient central axis.
The present invention solves defect present in background technology, and the present invention possesses following beneficial effect:
(1) feed coefficient is designed to the circular or ellipse of arc-shaped side structure, the water in feed coefficient can be facilitated along described
Feed coefficient central rotation is circulated, such a construction ensures smaller, the particularly circular high position of kinetic energy rejection during water flowing
Pond, the kinetic energy rejection of its water flowing is minimum, and the dirt that water can be increased on pool wall in cyclic process departs from pool wall, and constantly to
The water flow rotary center of feed coefficient is collected, and final deposition of dirt is formed in precipitation funnel.
(2) precipitation funnel in the bottom of feed coefficient center, when water forms recurrent state, ascend the throne by the center of water circulation
In the surface of precipitation funnel, either dirt is actively drawn from primary precipitate or blow-off pipe, to the greatest extent can be higher by waste concentration
Sewage discharge, this kind of structure facilitates dirt to collect and discharge.
(3) the tangentially-arranged mode of wall pipe can allow water energy enough along pool wall flowing, and the current that all wall pipes flow out jointly are just
Circulating effect can be formed, the dirt that making whole pool wall can be washed and will wash away introduces precipitation funnel.
(4) water inlet pipe imbeds pond bank vertically, vertically can simultaneously connect multiple wall pipes, and then reduce the number of pipeline
Amount, is uniformly accessed into different water sources.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and examples;
Fig. 1 is the structural representation of the preferred embodiments of the present invention;
In figure:1st, feed coefficient;2nd, funnel is precipitated;3rd, pool wall;4th, wall pipe;5th, bottom of pond;6th, blow-off pipe;7th, water inlet pipe;8th, rush
Brush layer.
Specific embodiment
Presently in connection with drawings and Examples, the present invention is further detailed explanation, and these accompanying drawings are simplified signal
Figure, only illustrates basic structure of the invention in a schematic way, therefore it only shows the composition relevant with the present invention.
As shown in figure 1, a kind of feed coefficient from drainage, including:Circumferential profile is the feed coefficient of circular or ellipse
1, and several wall pipes 4 being arranged on the pool wall 3 of the feed coefficient 1 and the blowdown for being arranged on the center of 1 bottom of pond of the feed coefficient 5
Pipe 6, just the water from the delivery port of wall pipe 4 outflow flows along the pool wall 3 and flow direction holding level or level are downward, institute
There is the flowing water of wall pipe 4 along the flowing clockwise or counterclockwise of the pool wall 3;The bottom of pond 5 is provided centrally with precipitation leakage
Bucket 2, the precipitation funnel 2 bottom connection blow-off pipe 6.
Feed coefficient 1 is designed to the circular or ellipse of arc-shaped side structure, the water in feed coefficient 1 can be facilitated along the height
Position pond 1 central rotation circulation, such a construction ensures smaller, the particularly circular feed coefficient of kinetic energy rejection during water flowing
1, the kinetic energy rejection of its water flowing is minimum, and the dirt that water can be increased on pool wall 3 in cyclic process departs from pool wall 3, and constantly
Collect to the water flow rotary center of feed coefficient 1, final deposition of dirt is formed in precipitation funnel 2.
Precipitation funnel 2 in the bottom of the center of feed coefficient 1, when water forms recurrent state, ascend the throne by the center of water circulation
In the surface of precipitation funnel 2, either dirt from the actively absorption of primary precipitate or blow-off pipe 6, to the greatest extent can by waste concentration compared with
Sewage discharge high, this kind of structure facilitates dirt to collect and discharge.
Pool wall 3 and the surface of bottom of pond 5 are all covered with mulch film, and the wall pipe 4 and the blow-off pipe 6 run through the mulch film.
3 points of pool wall is several erosional layers 8, and each erosional layer 8 is respectively positioned on same level, and each erosional layer 8 is corresponding
Multiple wall pipes 4 are provided with pool wall 3.Multiple wall pipes 4 in each erosional layer 8 angularly or be equally spaced around arrangement.Wall pipe 4
Tangentially-arranged mode can allow water energy enough to be flowed along pool wall 3, and the current that all wall pipes 4 flow out jointly just can form circulation effect
Really, the dirt that making whole pool wall 3 can be washed and will wash away introduces precipitation funnel 2.Outside each described delivery port of wall pipe 4
To that should have the wash surface on one piece of pool wall 3, the corresponding wash surface of all wall pipes 4 can cover the area of whole pool wall 3 for side.
The pond at the edge of feed coefficient 1 is provided with several water inlet pipes 7 on the bank, and the water inlet pipe 7 is imbedded in the bank of pond vertically, and often
The individual water inlet pipe 7 wall pipe 4 for connecting several different erosional layers 8 nearby.Water inlet pipe 7 imbeds pond bank vertically, can be along perpendicular
Nogata reduces the quantity of pipeline to connecting multiple wall pipes 4 simultaneously, is uniformly accessed into different water sources.
Water inlet pipe 7 is circumscribed with water source, and its cleaning water source that can directly introduce outside carries out pool wall 3 and washes away and feed coefficient 1
Blowdown;Water inlet pipe 7 can also draw the water in the feed coefficient 1 by water pump, by the effect of recirculated water, not utilize external
Feed coefficient 1 is carried out under conditions of water source washes away blowdown work, is used under the conditions of its suitable water source is insufficient.
Pool wall 3 is bell-mouth structure of air.The water side of blow-off pipe 6 is highly less than the liquid level in the feed coefficient 1, so
The equipment such as pump are not needed, but is to be capable of achieving Artesian Drainage dirt only by Valve controlling.
Another technical scheme that uses of the present invention for:A kind of feed coefficient 1 includes successively from the method for discharging pollution of drainage
Following steps:
(1) valve for opening the blow-off pipe 6 carries out blowdown, treats that the discharge clear water of blow-off pipe 6 closes valve;
(2) to flowing water is passed through in the wall pipe 4, the flowing water is flowed out with certain flow velocity from the delivery port of the wall pipe 4
And wash away corresponding wash surface;
(3) after the water body in feed coefficient 1 restores calm, the valve for opening the blow-off pipe 6 carries out blowdown, treats blow-off pipe 6
Discharge clear water is to close valve.
Wherein, the deadline of the water flowing of step (2) mesospore pipe 4 be:Water in feed coefficient 1 has integrally just been formed with feed coefficient
During rotation water body centered on 1 central axis.
The dirt that step (1) will be saved bit by bit in the past first is discharged, and prevents the current of wall pipe 4 from forming water circulation, disturbs dirt,
Clean water in pollution feed coefficient 1;By after the advance blowdown of step (1), being washed away using water circulation and water by step (2)
The effect of pool wall 3, dirt is slowly precipitated and is pooled in precipitation funnel 2 and precipitation funnel 2 top, and blow-off pipe 6 is finally passed through again
The suction formed during blowdown, sewage dirt is discharged.
The present invention can will not only collect in the dirt discharge in precipitation funnel 2 in feed coefficient 1, can also be by water circulation
Wash away, the dirt of pool wall 3 and bottom of pond 5 is actively collected in the middle of feed coefficient 1, its work for actively washing away and actively collecting dirt
With substantially increase feed coefficient 1 from pollution discharge capability, the clean-up performance of feed coefficient 1 is greatly improved, so ensure fishes and shrimps
Health.
It is above enlightenment according to desirable embodiment of the invention, by above-mentioned description, related personnel completely can be with
Without departing from the scope of the technological thought of the present invention', various changes and amendments are carried out.The technical scope of this invention
It is not limited to the content on specification, it is necessary to determine the technical scope according to the scope of the claims.
Claims (10)
1. a kind of feed coefficient from drainage, including:Circumferential profile is the feed coefficient of circular or ellipse, and is arranged on institute
State several wall pipes on feed coefficient pool wall and be arranged on the blow-off pipe at the feed coefficient bottom of pond center, it is characterised in that just from
The water of the wall pipe delivery port outflow is flowed along the pool wall and flow direction keeps level or level downwards, the stream of all wall pipes
Water is along the flowing clockwise or counterclockwise of the pool wall;The bottom of pond is provided centrally with precipitating funnel, the precipitation leakage
Bucket bottom connection blow-off pipe.
2. a kind of feed coefficient according to claim 1 from drainage, it is characterised in that:The pool wall and bottom of pond surface
Mulch film is all covered with, the wall pipe and the blow-off pipe run through the mulch film.
3. a kind of feed coefficient according to claim 1 from drainage, it is characterised in that:The pool wall is divided into several
Erosional layer, each erosional layer is respectively positioned on same level, and multiple wall pipes are provided with the corresponding pool wall of each erosional layer.
4. a kind of feed coefficient according to claim 3 from drainage, it is characterised in that:In each described erosional layer
Multiple wall pipes angularly or be equally spaced around arrangement.
5. a kind of feed coefficient according to claim 3 from drainage, it is characterised in that:The pond at the feed coefficient edge
Several water inlet pipes are provided with the bank, the water inlet pipe is imbedded in the bank of pond vertically, and if each water inlet pipe connection nearby
The dry wall pipe of difference erosional layer.
6. a kind of feed coefficient according to claim 5 from drainage, it is characterised in that:The water inlet pipe is circumscribed with water
Source, or the water inlet pipe can draw the water in the feed coefficient by water pump.
7. a kind of feed coefficient according to claim 1 from drainage, it is characterised in that:Each described wall pipe delivery port
To that should have a wash surface on one piece of pool wall, the corresponding wash surface of all wall pipes can cover whole pool wall area in outside.
8. a kind of feed coefficient according to claim 1 from drainage, it is characterised in that:The water side of the blow-off pipe
Highly less than the liquid level in the feed coefficient.
9. the feed coefficient in a kind of 1-8 such as claim as described in any claim is from the method for discharging pollution of drainage, its feature
It is to comprise the following steps successively:
(1) valve for opening the blow-off pipe carries out blowdown, treats that blow-off pipe discharge clear water closes valve;
(2) to flowing water is passed through in the wall pipe, the flowing water is flowed out and washed away with certain flow velocity from the delivery port of the wall pipe
Corresponding wash surface;
(3) after the water body in feed coefficient restores calm, the valve for opening the blow-off pipe carries out blowdown, treats that blow-off pipe discharges clear water
Close valve.
10. method for discharging pollution according to claim 9, it is characterised in that:The deadline of step (2) mesospore pipe water flowing is:
When water in feed coefficient has integrally just formed the rotation water body centered on feed coefficient central axis.
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CN201710099159.7A CN106889007B (en) | 2017-02-23 | 2017-02-23 | Self-draining system and draining method for elevated tank |
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Application Number | Priority Date | Filing Date | Title |
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CN201710099159.7A CN106889007B (en) | 2017-02-23 | 2017-02-23 | Self-draining system and draining method for elevated tank |
Publications (2)
Publication Number | Publication Date |
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CN106889007A true CN106889007A (en) | 2017-06-27 |
CN106889007B CN106889007B (en) | 2020-09-25 |
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ID=59184309
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CN201710099159.7A Active CN106889007B (en) | 2017-02-23 | 2017-02-23 | Self-draining system and draining method for elevated tank |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108668988A (en) * | 2018-08-03 | 2018-10-19 | 郑成恩 | Eel culture pond cleaning structure and its working method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202680257U (en) * | 2012-07-04 | 2013-01-23 | 陈星海 | Automatic sludge discharge round pond system |
CN104969899A (en) * | 2015-07-03 | 2015-10-14 | 厦门大学 | Automatic sewage disposal device and method for marspenaeus japonicus breeding pool |
-
2017
- 2017-02-23 CN CN201710099159.7A patent/CN106889007B/en active Active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202680257U (en) * | 2012-07-04 | 2013-01-23 | 陈星海 | Automatic sludge discharge round pond system |
CN104969899A (en) * | 2015-07-03 | 2015-10-14 | 厦门大学 | Automatic sewage disposal device and method for marspenaeus japonicus breeding pool |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108668988A (en) * | 2018-08-03 | 2018-10-19 | 郑成恩 | Eel culture pond cleaning structure and its working method |
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