CN107873616A - A kind of automatic mixing water cell system - Google Patents
A kind of automatic mixing water cell system Download PDFInfo
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- CN107873616A CN107873616A CN201711382417.9A CN201711382417A CN107873616A CN 107873616 A CN107873616 A CN 107873616A CN 201711382417 A CN201711382417 A CN 201711382417A CN 107873616 A CN107873616 A CN 107873616A
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- pond
- airway tube
- tube
- aerator
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 98
- 238000005276 aerator Methods 0.000 claims abstract description 27
- 241000973497 Siphonognathus argyrophanes Species 0.000 claims abstract description 12
- 238000005273 aeration Methods 0.000 claims description 16
- 239000007921 spray Substances 0.000 claims description 15
- 240000009087 Crescentia cujete Species 0.000 claims description 3
- 235000005983 Crescentia cujete Nutrition 0.000 claims description 3
- 235000009797 Lagenaria vulgaris Nutrition 0.000 claims description 3
- 239000011148 porous material Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 240000007594 Oryza sativa Species 0.000 claims description 2
- 235000007164 Oryza sativa Nutrition 0.000 claims description 2
- 235000009566 rice Nutrition 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims 1
- 239000007924 injection Substances 0.000 claims 1
- 230000008439 repair process Effects 0.000 abstract description 4
- 230000007246 mechanism Effects 0.000 abstract description 3
- 230000006641 stabilisation Effects 0.000 abstract description 3
- 238000011105 stabilization Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 15
- 238000009395 breeding Methods 0.000 description 14
- 230000001488 breeding effect Effects 0.000 description 14
- 241001465754 Metazoa Species 0.000 description 12
- 239000007788 liquid Substances 0.000 description 10
- 239000003344 environmental pollutant Substances 0.000 description 8
- 231100000719 pollutant Toxicity 0.000 description 8
- 239000010865 sewage Substances 0.000 description 8
- 238000009360 aquaculture Methods 0.000 description 7
- 244000144974 aquaculture Species 0.000 description 7
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 6
- 210000000476 body water Anatomy 0.000 description 6
- 238000013461 design Methods 0.000 description 6
- 239000001301 oxygen Substances 0.000 description 6
- 229910052760 oxygen Inorganic materials 0.000 description 6
- 239000013618 particulate matter Substances 0.000 description 6
- 239000007789 gas Substances 0.000 description 4
- 230000033001 locomotion Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 235000015097 nutrients Nutrition 0.000 description 3
- 230000001706 oxygenating effect Effects 0.000 description 3
- 238000006213 oxygenation reaction Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 239000013589 supplement Substances 0.000 description 3
- DPJRMOMPQZCRJU-UHFFFAOYSA-M thiamine hydrochloride Chemical compound Cl.[Cl-].CC1=C(CCO)SC=[N+]1CC1=CN=C(C)N=C1N DPJRMOMPQZCRJU-UHFFFAOYSA-M 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- 241001282153 Scopelogadus mizolepis Species 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 210000000746 body region Anatomy 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- VIKNJXKGJWUCNN-XGXHKTLJSA-N norethisterone Chemical compound O=C1CC[C@@H]2[C@H]3CC[C@](C)([C@](CC4)(O)C#C)[C@@H]4[C@@H]3CCC2=C1 VIKNJXKGJWUCNN-XGXHKTLJSA-N 0.000 description 1
- 238000009400 out breeding Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; 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; AVICULTURE; APICULTURE; PISCICULTURE; 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
- A01K63/042—Introducing gases into the water, e.g. aerators, air pumps
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/20—Nature of the water, waste water, sewage or sludge to be treated from animal husbandry
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Marine Sciences & Fisheries (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The invention discloses a kind of automatic mixing water cell system, it includes：Pond, aerating system；Described pond is U-shaped, and described basin bottom is provided with aerating system；Described aerating system includes aerator, main road airway tube, airway tube, air pump；Described main road airway tube is arranged on longitudinal center's line position in pond, moves towards consistent aerated conduit with pond and does removable fixation with basin bottom；Described aerator is arranged on main road airway tube；Described road airway tube, airway tube, air pump are sequentially connected；Aerator, it includes：Pipe joint, playpipe, the influent stream mouth of pipe, outflow tube mouth；The present invention is using U-shaped pond plus aerator among in-line, substituting prior art using a set of simple mechanism needs point three sets of cultivation of row, blowdown, pollution treatment complication systems, cultivation is set to be realized with pollution treatment in same water body, the stabilization of the artificial marine eco-environment inside pond is completed, ensure that the self and repair function of ecology.
Description
Technical field
The invention belongs to aquaculture, technical field of sewage, and in particular to a kind of automatic mixing water cell system.
Background technology
In aquatic animal industrial aquaculture system, breeding pool is the important carrier for realizing production and indispensable master
Equipment is wanted, its Mechanical Builds not only has influence on water carrying capacity, output, while formation also to water ecological environment, maintenance, repairs
Conclusive influence is arrived.
The collection aquatic animal industrial aquaculture system of complete set includes：Breeding pool system, ruptured biosolids drainage,
Separation of solid and liquid processing system, sewage innocuity disposal system etc..The reasonability of system is related to the reasonable activity rule of aquatic animal
Rule, the adequacy of current mixing, the conveying of oxygen, the dispensing of nutrients, the processing of pollutant, the maintenance of Ecology and reparation etc.
Many aspects.At present in aquatic animal cultivating system sink arrangement primary concern is that the bearing capacity of water body and holding for aquatic animal
Carrying capacity, some only considered the bottom horizontal flow sheet of water body, lack breeding pool be integrate cultivate it is small with sewage disposal
The structural consideration of type aquatic ecosystem, it is therefore necessary to design and develop it is a kind of it is new can meet natural ecological circulation can be real
Now automatic mixed flow integrates aquatic animal cultivation, the integrated system for the treatment of tank, realizes the low of whole breeding process
Energy consumption, the purpose of zero-emission.
Breeding pool in the industrial aquaculture system of prior art only meets the consideration of water body bearing capacity, simply pond
Treated as one can be used for aquatic animal cultivation container, and will during cultivation produce pollutant submit to it is other complementary
Completed such as blowdown, separation of solid and liquid, sewage disposal system, so as to play in the self-purification function and breeding process of water environment
Sewage treatment function.
The industrial aquaculture system of prior art is largely exposed using rule or irregular grid shape, the bottom of spot distribution
Device of air, the design of the device only takes into account the mixing of oxygenation effect and water body levels of the aeration to water body, due to strength
Effect, each aeration unit produce independent active force and play effect to water oxygenation, but two adjacent aeration points
Between junction surface bottom water body occur each to the reaction force of aerator current water, it is big serious that the reaction force produces two
Consequence：First, it is the dead angle area that fluid zone of silence is namely commonly called as in suitable scope occur to form anoxic zone and a large amount of particulate matters
Decanting zone, the precipitum in the region rots caused by anoxic, cumulative forms a large amount of effects of the pollutant without external force
It is lower to eliminate again, if the pollutant discharges pond not in time will produce the harmful substances such as substantial amounts of hydrogen sulfide, to aquatic
Animal is fatal harm, and prior art will handle the dirt and have to pollutant being also referred to as sludge to arrange by drainage
Go out breeding pool, recycle special sludge, sewage disposal system to carry out extra pollution treatment processing, not only add substantial amounts of energy
Consumption destroys the stability of breeding water body water quality again, or pollutant is directly discharged while causing environmental pollution because cultivation
The loss of water body needs not timing moisturizing equally to also result in the unstability of breeding water body water quality.2nd, the active force cancelled out each other
The oxygenating effect to water body is have impact on, air blower is improved to meet that the flowing of the oxygenating of water body and water body can only increase the blowing pressure
Power, therefore latticed, the spot distribution aerator of prior art destroy the principle that water body flows without dead angle, it is estimated that
The power loss of existing aeration method more than 50% is in the counteracting of interaction force.Due to lacking in prior art design
Falling into causes the irrationality of water body flow to add energy resource consumption, cause the generation and discharge of a large amount of pollutants.
Although current someone into round, square or racetrack, exposes Cistern Design using existing latticed, point-like
Device of air, the bottom horizontal flow sheet target of water body is solve only, can not solve the sedimentation of particulate matter and Deposited particulate matter is due to serious
Anoxic, which rots, can not turn into the bait of aquatile, form water body greatest contamination source, therefore can not fundamentally realize water
Body needs mixed flow to comply fully with the running water requirement in marine ecology, and the breeding pool of existing design is due to design
On fatal defects can not realize big water body pond type, typically all in 50 cubic metres or so of water carrying capacity, and the smaller cost of water carrying capacity
The more high characteristic for variation water quality more easily occur is worthless for cultivation.
The content of the invention
In order to solve the consideration that the breeding pool in the industrial aquaculture system of prior art only meets water body bearing capacity, only
It is that a container that can be used for aquatic animal cultivation has been treated as in pond, and it is submitted to by pollutant is produced during cultivation
It is complementary to complete such as blowdown, separation of solid and liquid, sewage disposal system, so as to play the self-purification function of water environment and support
During growing the problem of sewage treatment function, the invention provides a kind of automatic mixing water cell system.
A kind of automatic mixing water cell system, it is characterised in that：It includes：Pond, aerating system；Described pond is in U-shaped
Type, described basin bottom are provided with aerating system；Described aerating system includes aerator, main road airway tube, airway tube, gas
Pump；Described main road airway tube is arranged on longitudinal center's line position in pond, and consistent aerated conduit and and water are moved towards with pond
Do removable fixation in bottom of pond portion；Described aerator is arranged on main road airway tube；Described road airway tube, airway tube, gas
Pump is sequentially connected；
Further, described pond is wide between 1 to 10 meter；Length is more than 2 meters；Pond is deep between 0.5 to 4 meter；
Further, described air pump uses spiral vortex air machine；
Further, described air pump uses spiral vortex air machine.
Further, described aerator bores for the hollow tube of 20 millimeters of bore along tube wall longitudinal direction straight line is less than 1 milli
Rice is smaller than 100 millimeters of micropore, and the section at the every 1 meter of interval of aeration tube connects three breather pipes and is used for external branch road air guide
Pipe, branch road airway tube should be greater than 20 millimeters；
Further, described aerator is nanometer micropore aeration tube, micro-pore aeration stone.
Further, aerator, it includes：Pipe joint, playpipe, the influent stream mouth of pipe, outflow tube mouth；Described pipeline
Interface is arranged on bottom, in threeway shape；Described playpipe is connected to the top of pipe joint through flange；On described playpipe
Portion is provided with the mouth of pipe, and described nozzle diameter is less than the diameter of playpipe；The outside of described playpipe is provided with spray chamber；Described
Spray chamber is in calabash shaped, and top is provided with outflow tube mouth；The diameter of described outflow tube mouth is less than the internal diameter of spray chamber；Described enters
Flow tube mouth is arranged on the left and right sides of spray chamber；The described influent stream mouth of pipe is in flat, is bent downwardly.
The present invention is using U-shaped pond plus aerator among in-line, it is therefore an objective to by pond pars intermedia water body water level
The water body water level of pool wall is higher by by the effect of airlift, realizes in breeding pool and is formed on two strands of water bodys in opposite direction
Lower circulation system.Due to breeding pool water body each section can about complete independently two power circulation water body so as to solving
The possibility that pond can infinitely amplify, the water carrying capacity of the big scale of construction in turn ensure that the stability of water quality can be greatly lowered basis and set
The significantly decline of the investment cost and rear production cost for the period applied.Because circulating water is realized in middle continual strength effect
Body stable operation, stable power circulation water body will drive all particulates in pond to make regular aerobic exercise and solve particle
The sedimentation of thing is rotten possible, makes the bait of aquatile, therefore in-line aerator will among the use of the present invention
One active force realizes two big functions：First, it is sustainable constantly to supplement enough oxygen to water body, two, make use of airlift water
The regular no dead angle shuttling movement of water body is completed plus the characteristic of liquid level flowing in position；Continual at the uniform velocity mixing and level
Flowing, launch particulate matter and metabolin in cultivating realize that innoxious move in circles makes by biochemical wastewater treatment technology
With；Using a set of simple mechanism substitute prior art need point row cultivation, blowdown, three sets complication systems of pollution treatment, make cultivation and
Pollution treatment is realized in same water body, completes the stabilization of the artificial marine eco-environment inside pond, ensure that self dimension of ecology
Shield and repair function.
Brief description of the drawings
Fig. 1 is a kind of front view of automatic mixing water cell system of the present invention；
Fig. 2 is a kind of front view of the aerator of automatic mixing water cell system of the present invention；
Fig. 3 is a kind of A-A sectional views of the aerator of automatic mixing water cell system of the present invention.
Embodiment
Embodiment 1：
Accompanying drawing 1 is referred to, a kind of automatic mixing water cell system, it includes：Pond 1, aerating system 2；
Described pond 1 is U-shaped, using all nontoxic, harmless materials that can be filled with water, the size of single pool type
It can suit measures to local conditions, pond is wide between 1 to 10 meter；
The described length of pond 1 is more than 2 meters in theory can be with endless, according to actual conditions and easy to operate justice of building 50
To between 100 meters.Pond is deep between 0.5 to 4 meter, the deeper oxygenation effect in pond and mixed flow effect is more good specifically should be according to institute
The biology of cultivation determines that pond is deep；
The described bottom of pond 1 is provided with aerating system 2；
Described aerating system 2 includes aerator 21, main road airway tube 22, airway tube 23, air pump 24；
Described main road airway tube 22 is arranged on longitudinal center's line position in pond 1, and consistent aeration tube is moved towards with pond
Simultaneously removable fixation is done with basin bottom in road；
Described aerator 21 is arranged on main road airway tube 22；
Described road airway tube 22, airway tube 23, air pump 24 are sequentially connected；
Described air pump 24 using spiral vortex air machine (blower fan does not specially require), power configuration be pond it is deep 1 meter with
Interior, each square metre of air pump power of fan of sump area is 10W, and pond depth often increases by 1 meter of air pump power of fan and increases 1W；
Described aerator 21 can use in the market general nanometer micropore aeration tube, micro-pore aeration stone or
The hollow tube for adopting 20 millimeters of bore is less than 1 millimeter of micropore for being smaller than 100 millimeters along tube wall longitudinal direction straight line brill, is then exposing
The section that every 1 meter or so of tracheae connects three breather pipes and is used for external branch road airway tube, and branch road airway tube should be greater than 20 millimeters.According to
The reasonable wide installation single tube in pond or the aeration tube of more tube side-by-sides, if the spacing that more tube side-by-sides are often arranged between aeration tube exists
100 millimeters；
In use, fill water in pond, air pump blower fan supplies gas to main road airway tube, by branch road airway tube by substantial amounts of band
Oxygen air produces powerful upwards thrust so as to drive the water of bottom by the upward jet of aeration tube, while oxygenating continuous for water body
Body sprays to pool surface；The water body of pond bottom core is because the effect of strength is constantly to ionized motion；Due to liquid
The characteristic of bottom horizontal flow sheet can only be made under unpowered effect, pond bottom portion water body can only be continuous from pool wall to pond central part
The horizontal supplement flowing of work is so that shape pool wall water level constantly declines again；Pond center upper water body region is due to airlift water body
The water body liquid level that liquid level is constantly higher than pool wall is acted on, it is again natural characteristic that Water seeks its own level under unpowered effect, pond center
Upper strata water body is higher by wall portions two strands of current of formation and constantly flowed to pool wall respectively；Pond both sides are continuous due to bottom water body
To pond center flow pool wall top water body because the effect of gravity constantly makees nature flowing to bottom of pond portion.Thus whole pond is in office
What section all formed both direction it is opposite obtain the power circulation water body of a large amount of oxygen replenishments.
The opposite power circulation water body of both direction will drive all particulates in water body to act as oxygen-enriched circulation movement with water body one,
So as to which the particulate matter ensured in water body will not would not also settle in any one place stop, biochemical wastewater treatment technology is utilized
Particulate matter in suspended state will respectively become the generation of the nutrient source, i.e. aquaculture organism of various aquatiles under aerobic state
Thank to nutrient source, microorganism and its metabolism that the bait, the metabolin of low aquatic animal that thing is low aquatic animal are microorganisms
Thing is the biological feed of cultivated animals again, the food chain thoroughly got through in the marine eco-environment.So as to complete Ecology from
So circulation ensure that the generation without any pollution with purification.
Entirely longitudinal water body is because airlift power can not possibly be consistent in pond, and the water body liquid level of pond longitudinal direction also with regard to depositing naturally
In high low head, the flowing that intersects of the drop and self-assembling formation longitudinal direction water body of longitudinal liquid level, longitudinal cross flow one adds
Aquatile freely moves about so that whole water body is sufficiently mixed, and ensure that whole water body relative uniformity and stably
Property.
As long as determine that rational cultivation density, rational bait are launched using apparatus of the present invention to can be achieved with cultivating overall process
In zero change water, zero blowdown, small incidental expenses medicine, be free from risk, be to the revolutionary contribution of culture fishery.
The present invention is using U-shaped pond plus aerator among in-line, it is therefore an objective to by pond pars intermedia water body water level
The water body water level of pool wall is higher by by the effect of airlift, realizes in breeding pool and is formed on two strands of water bodys in opposite direction
Lower circulation system.Due to breeding pool water body each section can about complete independently two power circulation water body so as to solving
The possibility that pond can infinitely amplify, the water carrying capacity of the big scale of construction in turn ensure that the stability of water quality can be greatly lowered basis and set
The significantly decline of the investment cost and rear production cost for the period applied.Because circulating water is realized in middle continual strength effect
Body stable operation, stable power circulation water body will drive all particulates in pond to make regular aerobic exercise and solve particle
The sedimentation of thing is rotten possible, makes the bait of aquatile, therefore in-line aerator will among the use of the present invention
One active force realizes two big functions：First, it is sustainable constantly to supplement enough oxygen to water body, two, make use of airlift water
The regular no dead angle shuttling movement of water body is completed plus the characteristic of liquid level flowing in position；Continual at the uniform velocity mixing and level
Flowing, launch particulate matter and metabolin in cultivating realize that innoxious move in circles makes by biochemical wastewater treatment technology
With；Using a set of simple mechanism substitute prior art need point row cultivation, blowdown, three sets complication systems of pollution treatment, make cultivation and
Pollution treatment is realized in same water body, completes the stabilization of the artificial marine eco-environment inside pond, ensure that self dimension of ecology
Shield and repair function.
Embodiment 2：
Accompanying drawing 1-3 is referred to, aerator, it includes：Pipe joint 211, playpipe 212, the influent stream mouth of pipe 213, go out stream
The mouth of pipe 214；
Described pipe joint 211 is arranged on bottom, in threeway shape；
Described playpipe 212 is connected to the top of pipe joint 211 through flange；
The described top of playpipe 212 is provided with the mouth of pipe 2121, and the described diameter of the mouth of pipe 2121 is less than the straight of playpipe 212
Footpath；
The outside of described playpipe 212 is provided with spray chamber 2122；
Described spray chamber 2122 is in calabash shaped, and top is provided with outflow tube mouth 214；
The diameter of described outflow tube mouth 214 is less than the internal diameter of spray chamber 2122；
The described influent stream mouth of pipe 213 is arranged on the left and right sides of spray chamber 2122；
The described influent stream mouth of pipe 213 is in flat, is bent downwardly.
In use, aerator is arranged on main road airway tube 22, pipe joint 211 is connected with main road airway tube 22,
The influent stream mouth of pipe 213 is arranged on the left and right sides of main road airway tube 22, after being passed through the gas of pressure in main road airway tube 22, by
Outflow tube mouth 214 sprays, while drives current to be entered by the influent stream mouth of pipe 213, and sprays outflow by outflow tube mouth 214.
Above-described embodiment, the purpose of the present invention, technical scheme and beneficial effect are carried out further
Describe in detail, should be understood that the embodiment that the foregoing is only the present invention, be not limited to this hair
It is bright, within the spirit and principles of the invention, any modification, equivalent substitution and improvements done etc., it should be included in the present invention
Protection domain within.
Claims (6)
- A kind of 1. automatic mixing water cell system, it is characterised in that：It includes：Pond (1), aerating system (2)；Described pond (1) U-shaped, described pond (1) bottom is provided with aerating system (2)；Described aerating system (2) includes aerator (21), main road airway tube (22), airway tube (23), air pump (24)；Described main road airway tube (22) is arranged on the vertical of pond (1) To position of center line, move towards consistent aerated conduit with pond and do removable fixation with basin bottom；Described aerator (21) it is arranged on main road airway tube (22)；Described road airway tube (22), airway tube (23), air pump (24) are sequentially connected.
- A kind of 2. automatic mixing water cell system according to claim 1, it is characterised in that：Described pond (1) it is wide 1 to Between 10 meters；Length is more than 2 meters；Pond is deep between 0.5-4 rice.
- A kind of 3. automatic mixing water cell system according to claim 2, it is characterised in that：Described air pump (24) is using rotation Whirlpool formula blower fan.
- A kind of 4. automatic mixing water cell system according to claim 3, it is characterised in that：Described aerator (21) is The hollow tube that 20 millimeters of bore bores along tube wall longitudinal direction straight line is less than 1 millimeter of micropore for being smaller than 100 millimeters, every in aeration tube The section at 1 meter of interval connects three breather pipes and is used for external branch road airway tube, and branch road airway tube should be greater than 20 millimeters.
- A kind of 5. automatic mixing water cell system according to claim 4, it is characterised in that：Described aerator (21) is Nanometer micropore aeration tube, micro-pore aeration stone.
- A kind of 6. automatic mixing water cell system according to claim 1, it is characterised in that：Aerator, it includes：Pipeline Interface (211), playpipe (212), the influent stream mouth of pipe (213), outflow tube mouth (214)；Described pipe joint (211) is arranged on bottom Portion, in threeway shape；Described playpipe (212) is connected to the top of pipe joint (211) through flange；Described playpipe (212) top is provided with the mouth of pipe (2121), and the described mouth of pipe (2121) diameter is less than the diameter of playpipe (212)；Described injection The outside of pipe (212) is provided with spray chamber (2122)；Described spray chamber (2122) is in calabash shaped, and top is provided with outflow tube mouth (214)；The diameter of described outflow tube mouth (214) is less than the internal diameter of spray chamber (2122)；The described influent stream mouth of pipe (213) is set In the left and right sides of spray chamber (2122)；The described influent stream mouth of pipe (213) is in flat, is bent downwardly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711382417.9A CN107873616B (en) | 2017-12-20 | 2017-12-20 | Automatic mixing pool system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711382417.9A CN107873616B (en) | 2017-12-20 | 2017-12-20 | Automatic mixing pool system |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101659481A (en) * | 2009-08-24 | 2010-03-03 | 金湖县华能机电有限公司 | Oxygen-enriched purification system with millipore aeration |
| CN201504499U (en) * | 2009-09-01 | 2010-06-16 | 上海蓝海水产发展有限公司 | Trench-type intensive aquaculture pond |
| CN202124525U (en) * | 2011-06-28 | 2012-01-25 | 湖南先科环保有限公司 | Efficient jet aerator |
| CN104642242A (en) * | 2013-11-17 | 2015-05-27 | 湖北天峡鲟业有限公司 | Air pump water lifting circulation oxygenation device |
| CN208001886U (en) * | 2017-12-20 | 2018-10-26 | 顾卫东 | A kind of automatic mixing water cell system |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101659481A (en) * | 2009-08-24 | 2010-03-03 | 金湖县华能机电有限公司 | Oxygen-enriched purification system with millipore aeration |
| CN201504499U (en) * | 2009-09-01 | 2010-06-16 | 上海蓝海水产发展有限公司 | Trench-type intensive aquaculture pond |
| CN202124525U (en) * | 2011-06-28 | 2012-01-25 | 湖南先科环保有限公司 | Efficient jet aerator |
| CN104642242A (en) * | 2013-11-17 | 2015-05-27 | 湖北天峡鲟业有限公司 | Air pump water lifting circulation oxygenation device |
| CN208001886U (en) * | 2017-12-20 | 2018-10-26 | 顾卫东 | A kind of automatic mixing water cell system |
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