CN116534976A - Micro-flocculation water pump and cultivation tail water circulation treatment system - Google Patents
Micro-flocculation water pump and cultivation tail water circulation treatment system Download PDFInfo
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- CN116534976A CN116534976A CN202310795266.9A CN202310795266A CN116534976A CN 116534976 A CN116534976 A CN 116534976A CN 202310795266 A CN202310795266 A CN 202310795266A CN 116534976 A CN116534976 A CN 116534976A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 194
- 238000005189 flocculation Methods 0.000 title claims abstract description 40
- 239000000701 coagulant Substances 0.000 claims abstract description 43
- 238000004062 sedimentation Methods 0.000 claims abstract description 30
- 238000003860 storage Methods 0.000 claims abstract description 29
- 230000016615 flocculation Effects 0.000 claims abstract description 25
- 239000007788 liquid Substances 0.000 claims abstract description 17
- 230000001954 sterilising effect Effects 0.000 claims abstract description 8
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 8
- 239000003814 drug Substances 0.000 claims abstract description 7
- 238000000034 method Methods 0.000 claims description 23
- 238000009360 aquaculture Methods 0.000 claims description 19
- 244000144974 aquaculture Species 0.000 claims description 19
- 239000002245 particle Substances 0.000 claims description 15
- 238000001914 filtration Methods 0.000 claims description 14
- 238000010992 reflux Methods 0.000 claims description 10
- 238000004064 recycling Methods 0.000 claims description 7
- 238000001179 sorption measurement Methods 0.000 claims description 7
- 229940079593 drug Drugs 0.000 claims description 6
- 230000003134 recirculating effect Effects 0.000 claims description 4
- 235000014653 Carica parviflora Nutrition 0.000 claims description 3
- RHZUVFJBSILHOK-UHFFFAOYSA-N anthracen-1-ylmethanolate Chemical compound C1=CC=C2C=C3C(C[O-])=CC=CC3=CC2=C1 RHZUVFJBSILHOK-UHFFFAOYSA-N 0.000 claims description 3
- 239000003830 anthracite Substances 0.000 claims description 3
- 239000000919 ceramic Substances 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 241000243321 Cnidaria Species 0.000 claims 1
- 239000003344 environmental pollutant Substances 0.000 abstract description 18
- 231100000719 pollutant Toxicity 0.000 abstract description 18
- 230000008901 benefit Effects 0.000 abstract description 10
- 210000002700 urine Anatomy 0.000 abstract 1
- 230000008569 process Effects 0.000 description 18
- 241000196324 Embryophyta Species 0.000 description 10
- 230000000694 effects Effects 0.000 description 9
- 239000000084 colloidal system Substances 0.000 description 6
- 230000006872 improvement Effects 0.000 description 6
- 238000005273 aeration Methods 0.000 description 5
- 238000005192 partition Methods 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 244000132059 Carica parviflora Species 0.000 description 2
- 241000195493 Cryptophyta Species 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 238000009395 breeding Methods 0.000 description 2
- 230000001488 breeding effect Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 210000003608 fece Anatomy 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 235000005273 Canna coccinea Nutrition 0.000 description 1
- 240000008555 Canna flaccida Species 0.000 description 1
- 244000025254 Cannabis sativa Species 0.000 description 1
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 241000282414 Homo sapiens Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 238000012271 agricultural production Methods 0.000 description 1
- 239000003242 anti bacterial agent Substances 0.000 description 1
- 229940088710 antibiotic agent Drugs 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 230000001687 destabilization Effects 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- RUTXIHLAWFEWGM-UHFFFAOYSA-H iron(3+) sulfate Chemical compound [Fe+3].[Fe+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O RUTXIHLAWFEWGM-UHFFFAOYSA-H 0.000 description 1
- 229910000360 iron(III) sulfate Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 238000006213 oxygenation reaction Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 239000003403 water pollutant Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5281—Installations for water purification using chemical agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
- F04D—NON-POSITIVE-DISPLACEMENT PUMPS
- F04D1/00—Radial-flow pumps, e.g. centrifugal pumps; Helico-centrifugal pumps
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
- F04D—NON-POSITIVE-DISPLACEMENT PUMPS
- F04D15/00—Control, e.g. regulation, of pumps, pumping installations or systems
- F04D15/0005—Control, e.g. regulation, of pumps, pumping installations or systems by using valves
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
- F04D—NON-POSITIVE-DISPLACEMENT PUMPS
- F04D29/00—Details, component parts, or accessories
- F04D29/007—Details, component parts, or accessories especially adapted for liquid pumps
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/30—Treatment of water, waste water, or sewage by irradiation
- C02F1/32—Treatment of water, waste water, or sewage by irradiation with ultraviolet light
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/105—Phosphorus compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/20—Heavy metals or heavy metal compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/34—Organic compounds containing oxygen
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/001—Upstream control, i.e. monitoring for predictive control
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/42—Liquid level
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
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- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The invention relates to a micro-flocculation water pump and a cultivation tail water circulation treatment system, wherein the micro-flocculation water pump comprises a centrifugal pump main body, a controller and a coagulant storage barrel; the centrifugal pump main body is respectively connected with a water pump water inlet pipe and a water pump water outlet pipe, the water pump water inlet pipe is communicated with the coagulant storage barrel through a connecting pipe, and an electromagnetic valve is arranged on the connecting pipe; a liquid level sensor for detecting the liquid level of the coagulant in the coagulant storage barrel is arranged in the coagulant storage barrel, and a controller controls an electromagnetic valve according to signals detected by the liquid level sensor; the utility model provides a breed tail water circulation processing system uses little flocculation water pump as main part component, includes water catch canal, ecological ditch, sedimentation tank, filter dam, ecological pond and sterilization pond, and the advantage part of different processing units can be fully played in the efficient collaborative operation of this system different units, can effectively get rid of different grade type pollutants such as fodder, excrement and urine, medicine in the breed tail water.
Description
Technical Field
The invention relates to the field of water treatment, in particular to a micro-flocculation water pump and a cultivation tail water circulation treatment system.
Background
China is a large country of aquaculture, and along with the continuous improvement of demands of people on aquatic products, the aquaculture scale of China is also continuously increased. In the aquaculture process, aquaculture tail water containing aquatic animal feces, feed, medicines and the like can be produced, and if the tail water is not properly treated, serious harm to the ecological environment can be caused. Currently, government authorities also place increasing emphasis on the regulation of aquaculture tail water. Taking Jiangsu province as an example, jiangsu province in 6 months in 2021 issues "the discharge Standard of Tail Water for Pond culture", which provides a powerful basis for strengthening the pollution control and the promotion of the ecological healthy cultivation level of aquatic products in Jiangsu province. Along with the continuous improvement of the ecological environment quality requirements of China, a more perfect supervision system is built in the future.
The current three-pond two-dam treatment mode is the most commonly used mode of the aquaculture tail water, and the patent application with the application number of CN110590061A discloses an ecological purification and circulation system suitable for the tail water of an inland freshwater aquaculture pond, and the circulation system can effectively remove solid particle impurities, dissolved nitrogen and phosphorus content in the water, can effectively degrade pollutants and harmful substances, and has the advantages of environment beautifying, less investment, low running cost and the like. However, this system also has the following drawbacks during operation:
(1) The occupied area is large. The mode of three ponds and two dams requires that the area of tail water treatment facilities accounts for more than 6 percent of the cultivation area, and the proportion of part of cultivation types is even more than 10 percent; at present, land resources are increasingly scarce, are not only basic production data of agricultural production, but also material basis for survival and development of human beings, and if the proportion of the area of a treatment facility to the cultivation area can be reduced to 8% or below, important economic benefits can be generated, and important social benefits can also be generated.
(2) The treatment efficiency is low. The mode of 'three-tank two-dam' mainly realizes the removal of pollutants through modules such as a sedimentation tank, a filtering dam, an aeration tank, an ecological purification tank and the like, the whole treatment process and the independent treatment module have no theoretical basis and actual conditions for the efficient removal of pollutants, the operation mode is from operation experience, no support of basic theory is provided, and in practice, the water quality of 'three-tank two-dam' effluent is unstable.
(3) Poor impact load resistance. When the water amount, the water quality and the water temperature are changed greatly, the treatment mode does not have a mode for coping with the impact load. In addition, in the current aquaculture, farmers usually adopt a mode of batch treatment of tail water, namely, the tail water is intensively treated when the quality of the aquaculture tail water is deteriorated or the aquaculture period is finished, and the precondition of good operation of the three-pond two-dam is that the three-pond two-dam is in an operation state all year round, so that on one hand, the mode of the three-pond two-dam is not in line with the use habit of the farmers, and on the other hand, the water quality of the effluent of the three-pond two-dam is difficult to ensure during the centralized treatment. .
(4) The process flow is more, the construction, operation and management costs are high and complex. The whole process requires structures such as a sedimentation tank, an aeration tank, an ecological tank, a filtering dam and the like, and has more processes and higher various costs.
Disclosure of Invention
Aiming at the problems existing in the prior art, the invention aims to provide a water pump structure and application thereof in the treatment of the aquaculture tail water, and the process system improves the pollutant removal efficiency, reduces the proportion of the treatment area to the aquaculture area, has better impact load resistance and can realize the recycling of 100% of the aquaculture tail water on the basis of keeping the advantages of three ponds and two dams.
In order to achieve the above purpose, the invention adopts the following technical scheme: a micro flocculation water pump comprises a centrifugal pump main body, a controller and a coagulant storage barrel; the centrifugal pump main body is respectively connected with a water pump water inlet pipe and a water pump water outlet pipe, the water pump water inlet pipe is communicated with the coagulant storage barrel through a connecting pipe, and an electromagnetic valve is arranged on the connecting pipe; the coagulant storage barrel is internally provided with a liquid level sensor for detecting the liquid level of the coagulant in the coagulant storage barrel, the signal output end of the liquid level sensor is connected with the signal input end of the controller, and the control signal output end of the controller is connected with the electromagnetic valve.
The improved coagulant storage device further comprises a water pump base for installing the centrifugal pump main body and a coagulant storage barrel support for supporting the coagulant storage barrel, wherein the bottom of the coagulant storage barrel support is fixedly arranged on the water pump base.
A circulating treatment system for the tail water of cultivation comprises a sedimentation tank, a filtering dam, an ecological tank and a sterilizing tank which are sequentially communicated, wherein the tail water to be treated in the cultivation tank is pumped into the sedimentation tank through a micro flocculation water pump recorded in the scheme; and a reflux pump for refluxing the water in the ecological pool into the sedimentation pool.
The method is characterized by further comprising a water collecting channel, wherein tail water to be treated in the culture pond is firstly collected into the water collecting channel, and then tail water in the water collecting channel is pumped into a sedimentation tank through a micro flocculation water pump.
As an improvement, the depth of the water collecting channel is lower than the bottom of the culture pond; the water collecting channel is provided with a gradient of 1 per mill towards the micro flocculation water pump, and the deeper end of the water collecting channel is connected with the micro flocculation water pump through a water pump inlet pipe of the micro flocculation water pump.
As improvement, porous adsorption particles are arranged in the filter dam, the porous adsorption particles are anthracite, volcanic rock, ceramic particles or coral stone, and the particle sizes of the porous adsorption particles are sequentially reduced along the advancing direction of water flow.
As an improvement, a disinfection ultraviolet lamp is arranged on the water surface of the disinfection tank.
As an improvement, the treatment area of the cultivation tail water circulation treatment system accounts for 4% -8% of the cultivation area.
Compared with the prior art, the invention has the beneficial effects that:
(1) The pollutant removal efficiency is high. Before the tail water of breeding flows into the sedimentation tank, through the stirring effect of micro flocculation water pump impeller, repeated mixing is carried out to coagulant and the water pollutant of throwing, can effectively deviate from the stability of colloid and suspended solid in the tail water of breeding, and colloid and suspended solid after the stability of getting rid of can coagulate and form the floc, has improved the average particle diameter, consequently, can promote the sedimentation efficiency of sedimentation tank. Meanwhile, studies have shown that the filtration efficiency of the destabilized water is further improved when the water is filtered. Therefore, the treatment efficiency of the invention is obviously improved compared with a three-pool two-dam treatment method. In addition, as the treatment of the sedimentation tank and the filtering dam is improved, the load of the subsequent treatment is also obviously reduced.
(2) The impact load resistance is strong. Because the adding amount of the coagulant can be adjusted by a metering pump, the process treatment system can adjust the adding amount of the coagulant according to the quality and the amount of the water to be fed, and can adapt to the change of the quality and the amount of the water. Meanwhile, the recirculating treatment system of the cultivation tail water is provided with the reflux pump, and the effluent of the ecological pool can be refluxed to the treatment system for sedimentation, filtration and ecological treatment again according to the actual running condition, so that the quality of the effluent is ensured.
(3) The treatment process is less, and the occupied area is small. The cultivation tail water circulation treatment system provided by the invention only needs a sedimentation tank, one filtering dam, an ecological tank and a sterilizing tank, and the treatment flow is obviously reduced compared with the three tanks and two dams, so that the treatment area of the system can be reduced, the economic benefit of farmers is ensured, and the enthusiasm of the application process of the farmers is improved.
(4) The manufacturing cost and the running cost are low. The cultivation tail water circulation treatment system provided by the invention maintains the advantages of three tanks and two dams, and improves the economic benefit of farmers by reducing the area of a treatment area. Although the process increases the cost of the coagulant, this fraction is less costly than the economic benefit resulting from increasing the area of the farm, and the overall cost is relatively lower.
(5) The micro-flocculation water pump can directly replace the existing common water pump, can obtain the effect of micro-flocculation without additional construction of other structures, directly improves the pollutant removal capability of the existing treatment process, has good compatibility to the existing cultivation tail water treatment process, and is easy to popularize and apply.
Drawings
FIG. 1 is a schematic diagram of the structure of a micro-flocculation water pump.
FIG. 2 is a schematic diagram of a recirculating aquaculture tail water treatment system.
FIG. 3 is a schematic diagram of a planar structure of a biological trench.
Detailed Description
The present invention will be described in further detail with reference to examples.
(1) From the recycling treatment and utilization angle of the cultivation tail water, the water pump is required to be arranged, otherwise, the tail water cannot acquire the lifting water head, and recycling cannot be realized. The invention skillfully utilizes the mixing effect of the high-speed rotating blades of the centrifugal pump, so that the centrifugal pump has the effect of improving the water head of the tail water of the cultivation, simultaneously achieves the aim of quickly mixing the pollutants with the coagulant to remove the stability of the pollutants, and develops the micro-flocculation water pump on the basis. The micro flocculation water pump can replace a common water pump, so that the micro flocculation effect can be realized at the water pump.
The pollutant sources of the culture tail water are mainly residual baits, feces, dead organisms and the like, and the culture tail water can be divided into suspended matters, colloid, dissolved matters and the like according to the size of the pollutants, wherein the suspended matters, the colloid and the like can be removed through coagulation. The micro flocculation process adopted by the invention can improve the removal effect of suspended matters and colloid, because the suspended matters and the coagulant in the water pump are quickly mixed and destabilized, the suspended matters and the colloid with the stability removed form micro flocs, and the precipitation efficiency can be inevitably improved according to Stokes formula due to the increase of the size of the micro flocs. In addition, as the destabilization of pollutants in the water body is realized, the filter material can better act with the pollutants according to the filtering theory, so that the filtering efficiency can be improved through the micro flocculation process. Because the pollutants can be mostly removed on the sedimentation tank and the filtering dam, the treatment load of the subsequent treatment process is obviously reduced, which lays a foundation for the efficient treatment and utilization of the culture tail water. Finally, if a coagulant with characteristic pollutant removal function, such as a coagulant with high-efficiency removal capability for phosphorus, antibiotics and heavy metals, is used in the coagulant liquid storage tank, the process system can significantly improve the removal capability for removing relevant characteristic pollutants. That is, the process of the invention fully uses the advantages of the coagulation process and improves the pollutant removal capacity.
(2) When the ecological ditch is adopted, the partition wall of the ecological ditch can promote disturbance in the water body and collision of micro floccules in the flowing process of the destabilized water body, so that larger floccules are promoted to be formed, and the average size of pollutants in the water body is further improved. As previously mentioned, this will further enhance the contaminant removal capacity.
(3) The ecological pool is divided into an aeration zone and a non-aeration zone, DO value in water from a sedimentation pool and a filter dam is reduced, and anaerobic reaction can be carried out. The back end of the ecological pool, namely the back end of the whole process is subjected to aeration treatment, and at the moment, aerobic reaction, namely ammoniation and denitrification reaction can be carried out. Through the circulation effect of the reflux pump, the cultivation tail water circulation treatment system provided by the invention can realize the effect of multistage AO serial connection, and effectively realize the denitrification effect. This has a great value for solving the eutrophication problem of the cultivation tail water. The reflux pump can be closed according to actual demands, the system can be flexibly adjusted, and the system can be applicable according to actual demands.
Example 1: a micro flocculation water pump, which comprises a centrifugal pump main body 10, a controller and a coagulant storage barrel 20; the centrifugal pump main body 10 is respectively connected with a water pump water inlet pipe 11 and a water pump water outlet pipe 13, the water pump water inlet pipe 11 is communicated with the coagulant storage barrel 20 through a connecting pipe 31, and the connecting pipe 31 is provided with an electromagnetic valve 32; the coagulant storage barrel 20 is internally provided with a liquid level sensor for detecting the liquid level of the coagulant in the coagulant storage barrel 20, the signal output end of the liquid level sensor is connected with the signal input end of a controller, and the control signal output end of the controller is connected with the electromagnetic valve 32. The liquid level sensor is used for detecting the content of the coagulant in the coagulant storage barrel 20 and transmitting a liquid level signal to the controller, and the controller regulates and controls the switch of the electromagnetic valve 32 according to a threshold value arranged in the liquid level sensor, so that the coagulant addition amount is regulated. The coagulant liquid inlet 21 should be kept in a sealed state during use. In addition, the adding amount of the coagulant can be regulated and controlled to be 5mg/L-100mg/L by a controller of the micro-flocculation water pump.
Specifically, the coagulant pump further comprises a water pump base 34 for installing the centrifugal pump main body 10 and a drug storage barrel support 33 for supporting the coagulant drug storage barrel 20, wherein the bottom of the drug storage barrel support 33 is fixedly arranged on the water pump base 34.
Example 2: a cultivation tail water circulation treatment system comprises a sedimentation tank, a filtering dam, an ecological tank and a sterilization tank which are sequentially communicated, wherein tail water to be treated in the cultivation pond is pumped into the sedimentation tank through a micro flocculation water pump described in the embodiment 1; and a reflux pump for refluxing the water in the ecological pool into the sedimentation pool.
The culture tail water circulation treatment system further comprises a water collecting channel, tail water to be treated in the culture pond is firstly collected into the water collecting channel, and tail water in the water collecting channel is pumped into the sedimentation tank through the micro flocculation water pump. The tail water to be treated in the culture pond is firstly discharged into a water collecting channel, the top end of the water collecting channel is connected with a micro flocculation water pump, the micro flocculation water pump lifts the water in the water collecting channel to a sedimentation tank, water flow treated by the sedimentation tank is discharged to an ecological pond after passing through a filtering dam, water treated by the ecological pond is discharged to a sterilizing pond, and the water treated by the sterilizing pond is returned to the culture pond for recycling. In the concrete implementation, the micro flocculation water pump can be directly connected to the water inlet of the sedimentation tank, and also can be connected to the sedimentation tank through an ecological ditch. The ecological pool is distributed with emergent aquatic plants along the coast, and the ecological pool is equally divided into a front part and a rear part with equal areas along the advancing direction of water flow. Submerged plants are planted at the front part and are provided with ecological floating islands. The rear part is paved with a geomembrane, and a vent pipe and a micropore oxygenation disk are paved.
In particular, the flow of the reflux pump is 0% -200% of the flow of the micro flocculation water pump. The coagulant is commercially available polyaluminum chloride, polyaluminum ferric sulfate, polyaluminum ferric diacid, or polyaluminum sulfate.
Specifically, the culture pond is connected with the water collecting channel through a water drainage gate, and the water drainage gate can control water flow and water level; the depth of the water collecting channel is lower than the bottom of the culture pond; the water collecting channel is provided with a gradient of 1 per mill towards the micro flocculation water pump, and the deeper end of the water collecting channel is connected with the micro flocculation water pump through a water pump inlet pipe 11 of the micro flocculation water pump.
When the method is implemented, the method further comprises an ecological ditch arranged between the water collecting ditch and the sedimentation tank, tail water in the water collecting ditch firstly enters the ecological ditch for treatment, and then is pumped into the sedimentation tank through the micro flocculation water pump. Planting submerged plants in the ecological ditches, wherein floating plants are arranged above the submerged plants; the submerged plants are bitter grass and leaf-blade black algae, the floating plants are large algae, the ecological ditch is provided with a partition wall, the length of the partition wall is 50% -75% of the width of the ecological ditch, and the depth of the partition wall is consistent with that of the ecological ditch. Planting one or more of submerged plants, emergent aquatic plants or floating leaf plants in the sedimentation tank.
Specifically, porous adsorption particles are arranged in the filter dam, the porous adsorption particles are anthracite, volcanic rock, ceramic particles or coral stone, and the particle sizes of the porous adsorption particles are sequentially reduced along the advancing direction of water flow. In addition, canna and iris are planted on the water surface of the filtering dam.
Specifically, a disinfection ultraviolet lamp is arranged on the water surface of the disinfection tank. The treatment area of the cultivation tail water circulation treatment system accounts for 4% -8% of the cultivation area.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present invention and not for limiting the same, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present invention, which is intended to be covered by the scope of the claims of the present invention.
Claims (8)
1. A micro-flocculation water pump, characterized in that: comprises a centrifugal pump main body (10), a controller and a coagulant storage barrel (20); the centrifugal pump is characterized in that a water pump water inlet pipe (11) and a water pump water outlet pipe (13) are respectively connected to the centrifugal pump main body (10), the water pump water inlet pipe (11) is communicated with the coagulant storage barrel (20) through a connecting pipe (31), and an electromagnetic valve (32) is arranged on the connecting pipe (31);
the coagulant storage barrel (20) is internally provided with a liquid level sensor for detecting the liquid level of the coagulant in the coagulant storage barrel (20), the signal output end of the liquid level sensor is connected with the signal input end of a controller, and the control signal output end of the controller is connected with an electromagnetic valve (32).
2. The micro-flocculation water pump of claim 1, wherein: the coagulant storage device further comprises a water pump base (34) for installing the centrifugal pump main body (10) and a drug storage barrel support (33) for supporting the coagulant storage barrel (20), wherein the bottom of the drug storage barrel support (33) is fixedly installed on the water pump base (34).
3. The utility model provides a breed tail water circulation processing system which characterized in that: the method comprises a sedimentation tank, a filtering dam, an ecological tank and a sterilizing tank which are sequentially communicated, wherein tail water to be treated in the culture pond is pumped into the sedimentation tank through a micro-flocculation water pump according to claim 2; and a reflux pump for refluxing the water in the ecological pool into the sedimentation pool.
4. A recirculating aquaculture tail treatment system according to claim 3, wherein: the system also comprises a water collecting channel, wherein tail water to be treated in the culture pond is firstly collected into the water collecting channel, and then the tail water in the water collecting channel is pumped into a sedimentation tank through a micro flocculation water pump.
5. A recirculating aquaculture tail water treatment system according to claim 3 or 4, wherein: the depth of the water collecting channel is lower than the bottom of the culture pond; the water collecting channel is provided with a gradient of 1 per mill towards the micro flocculation water pump, and the deeper end of the water collecting channel is connected with the micro flocculation water pump through a water pump water inlet pipe (11) of the micro flocculation water pump.
6. The aquaculture tail water recycling system according to claim 5 wherein: porous adsorption particles are arranged in the filter dam, are anthracite, volcanic rock, ceramic particles or coral stone, and have sequentially reduced particle sizes along the advancing direction of water flow.
7. The aquaculture tail water recycling system according to claim 5 wherein: and a disinfection ultraviolet lamp is arranged on the water surface of the sterilization pool.
8. The aquaculture tail water recycling system according to claim 5 wherein: the treatment area of the cultivation tail water circulation treatment system accounts for 4% -8% of the cultivation area.
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CN117882673A (en) * | 2024-03-15 | 2024-04-16 | 江苏龙腾工程设计股份有限公司 | Ecological farming systems of three-dimensional combination of wisdom photovoltaic fishery |
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CN117882673A (en) * | 2024-03-15 | 2024-04-16 | 江苏龙腾工程设计股份有限公司 | Ecological farming systems of three-dimensional combination of wisdom photovoltaic fishery |
CN117882673B (en) * | 2024-03-15 | 2024-05-24 | 江苏龙腾工程设计股份有限公司 | Ecological farming systems of three-dimensional combination of wisdom photovoltaic fishery |
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