CN111995126A - Efficient and rapid purification system for dredging tail water - Google Patents
Efficient and rapid purification system for dredging tail water Download PDFInfo
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- CN111995126A CN111995126A CN202010995716.5A CN202010995716A CN111995126A CN 111995126 A CN111995126 A CN 111995126A CN 202010995716 A CN202010995716 A CN 202010995716A CN 111995126 A CN111995126 A CN 111995126A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 146
- 238000000746 purification Methods 0.000 title claims abstract description 24
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 36
- 238000005188 flotation Methods 0.000 claims abstract description 23
- 238000004062 sedimentation Methods 0.000 claims abstract description 8
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 23
- 229910052760 oxygen Inorganic materials 0.000 claims description 23
- 239000001301 oxygen Substances 0.000 claims description 23
- 238000005273 aeration Methods 0.000 claims description 15
- 230000007246 mechanism Effects 0.000 claims description 9
- 229910001579 aluminosilicate mineral Inorganic materials 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims description 4
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 3
- 239000011707 mineral Substances 0.000 claims description 3
- 239000002994 raw material Substances 0.000 claims description 3
- 238000007667 floating Methods 0.000 abstract description 6
- 238000004332 deodorization Methods 0.000 abstract description 3
- 150000002500 ions Chemical class 0.000 description 23
- 230000000694 effects Effects 0.000 description 7
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 229910052698 phosphorus Inorganic materials 0.000 description 5
- 239000011574 phosphorus Substances 0.000 description 5
- 238000005342 ion exchange Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 238000011049 filling Methods 0.000 description 3
- 230000000813 microbial effect Effects 0.000 description 3
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- 239000010865 sewage Substances 0.000 description 3
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- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 2
- 230000000536 complexating effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 230000004060 metabolic process Effects 0.000 description 2
- 239000002068 microbial inoculum Substances 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 230000035755 proliferation Effects 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
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- 241000894006 Bacteria Species 0.000 description 1
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- 150000001875 compounds Chemical class 0.000 description 1
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- 230000018044 dehydration Effects 0.000 description 1
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- 238000011038 discontinuous diafiltration by volume reduction Methods 0.000 description 1
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- 230000002195 synergetic effect Effects 0.000 description 1
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- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- C02F1/24—Treatment of water, waste water, or sewage by flotation
-
- 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
- C02F1/42—Treatment of water, waste water, or sewage by ion-exchange
-
- 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
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Physical Water Treatments (AREA)
Abstract
The invention discloses a high-efficiency and rapid purification system for dredging tail water, which comprises a water treatment agent feeding device, a pipeline mixer and a shallow ion air flotation machine, wherein the shallow ion air flotation machine is connected with a water outlet of the pipeline mixer, a feeding inlet of the pipeline mixer is connected with a discharge hole of the water treatment agent feeding device, and a water inlet of the pipeline mixer is connected with a tail water outlet of a dredging tail water collecting device; the superficial ion air flotation machine is provided with a standard water discharge port and floating mud backflow to the sedimentation tank, the floating mud backflow to the sedimentation tank is arranged at the upper end of the superficial ion air flotation machine, and the standard water discharge port is arranged at the lower end of the superficial ion air flotation machine. The efficient and rapid purification system for the dredging tail water, which adopts the structure, effectively improves the water quality purification efficiency by reasonably combining the water treatment agent and the shallow ion air flotation machine, has the characteristics of small equipment floor area, no need of deodorization equipment and continuous operation, realizes standard discharge of the tail water and return treatment of floating mud, and has no secondary pollution.
Description
Technical Field
The invention relates to the technical field of dredging tail water purification devices, in particular to a high-efficiency and rapid purification system for dredging tail water.
Background
The dredging of rivers and lakes necessarily generates a large amount of mud, which generally has high water content and low strength, can contain toxic and harmful substances and cannot be directly transported away or buried on site. Generally, the tail water is generated in each link in the dehydration and volume reduction process by utilizing the dehydrated volume reduced water, and the desilting tail water is directly discharged in the treatment mode at the present stage, so that secondary pollution can be caused, and the influence on the water environment and the water ecology is large; or the sewage is conveyed to a sewage treatment plant through a pipe network, and the restriction of the condition is large; or a small sewage treatment plant is established on the dredging site, so the investment is large, the occupied area is large, and the treatment cost is high.
At present, the system and the device of quality of water rapid treatment are many, and the effect is all more single, can't satisfy desilting tail water treatment up to standard requirement completely, for example:
patent publication No. CN 111362415A proposes a biological dephosphorization system and a water quality rapid purification method, which comprises a complex microbial inoculum storage barrel, a water quality flow data monitor, a control valve and a main control platform. The biological phosphorus removal system can put in a proper amount of the compound microbial inoculum in time according to the water quality condition, thereby realizing rapid and accurate biological phosphorus removal, avoiding redundant labor time consumption and reducing unstable factors during manual construction. By adding the needle bar algae and the phosphorus-accumulating bacteria, the synergistic phosphorus removal effect is exerted, so that the water quality is rapidly purified. But the system only aims at the index that water pollutes phosphorus. And the scum in the tail water can not be removed, and the disadvantages of recycling clear water and floating mud and the like are avoided.
The patent publication No. CN 105314778A proposes a quick purifier for tap water quality, which comprises a tube body, a water inlet and a water outlet, wherein the water inlet is arranged at the upper end of the tube body, the water outlet is formed at the lower end of the tube body, a micro generator is arranged on the outer wall of the tube body, an impeller is arranged on a rotating shaft of the micro generator, the impeller is arranged in the tube body, the micro generator is connected with a high-voltage module, the high-voltage module is connected with an ozone generator, a gas output end of the ozone generator is connected with a gas scattering disk in the tube body, and an ultraviolet sterilizer is arranged on the outer wall of the water outlet and is powered by the high-voltage module. But only the water body is sterilized by ultraviolet rays, other pollution indexes cannot be treated, and the water is sterilized by ultraviolet rays with poor effect.
Patent CN 103159292a proposes a continuous water treatment device, which comprises a rotary valve and at least two exchange columns, wherein the exchange columns are respectively connected with the rotary valve by pipelines. Compared with the prior art, the invention has the following advantages: the structure is simple, and the use is convenient; the operation steps of water treatment can be effectively simplified, and the possibility of errors is reduced; can continuously carry out water treatment, and greatly improves the efficiency of water treatment. However, the exchange column needs to be subjected to operations such as water production, regeneration, cleaning and the like, and is inconvenient to maintain at a later stage and high in cost.
In view of the above, it is necessary to design a system for efficiently and rapidly purifying the dredging tail water.
Disclosure of Invention
The invention aims to provide a high-efficiency and rapid purification system for dredging tail water, which effectively improves the water quality purification efficiency by reasonably combining a water treatment agent and a shallow ion air flotation machine, has the characteristics of small equipment floor area, no need of deodorization equipment and continuous operation, realizes standard discharge of the tail water and return treatment of floating mud, and has no secondary pollution.
In order to achieve the aim, the invention provides a high-efficiency and rapid purification system for dredging tail water, which comprises a water treatment agent feeding device, a pipeline mixer and a shallow ion air flotation machine, wherein the shallow ion air flotation machine is connected with a water outlet of the pipeline mixer, a feeding inlet of the pipeline mixer is connected with a discharge hole of the water treatment agent feeding device, and a water inlet of the pipeline mixer is connected with a tail water outlet of a dredging tail water collecting device;
shallow layer ion air supporting machine is last to be provided with up to standard water discharge port and superficial mud backward flow to the sedimentation tank, the mud that floats backward flow to the sedimentation tank setting is in the upper end of shallow layer ion air supporting machine, up to standard water discharge port sets up the lower extreme of shallow layer ion air supporting machine.
Preferably, water treatment agent feeding device is including adding feed bin and vibrator, the vibrator sets up add the bottom in feed bin, the lower part that adds the feed bin is provided with the ooff valve of control water treatment agent addition. Preferably, the pipeline mixer includes filling tube and perturbator, the perturbator sets up the inside of filling tube, the one end of filling tube is provided with the water inlet, and the other end is provided with the delivery port.
Preferably, the shallow ion air flotation machine comprises a frame body, a water collecting tank, a clarified water tank and a scum pond oxygen pumping mechanism, wherein the scum pond oxygen pumping mechanism is arranged in the water collecting tank, and the water collecting tank and the clarified water tank are both fixed on the frame body.
Preferably, the scum pond oxygen aeration mechanism comprises a scum pond and an oxygen aeration air compressor, wherein the oxygen aeration air compressor is arranged in the scum pond, and a separation net is arranged at the bottom of the oxygen aeration air compressor.
Preferably, the water treatment agent in the feeding bin takes a plurality of pure natural minerals as raw materials and takes porous aluminosilicate minerals as a main body.
Therefore, the efficient and rapid purification system for the dredging tail water with the structure has the following beneficial effects:
(1) the multiple-effect combination method of the efficient and rapid purification system for the dredging tail water has the advantages of small quantity of required equipment, reduction of land occupation area of the system, rapid effect, flexible installation mode, simple maintenance and capability of realizing continuous production.
(2) The added water treatment agent takes porous aluminosilicate minerals as main bodies, has special material lattice structure, abnormally developed micropores and large specific surface area, has strong physical and chemical adsorption, ion exchange and complexing capabilities, and can effectively remove pollutants such as nitrogen, phosphorus, heavy metals and the like in water.
(3) The added water treatment agent can be effectively combined with the shallow ion air flotation machine, the microbial activity is activated under the condition that the shallow ion air flotation machine is rapidly oxygenated, the metabolism is accelerated, and the self-cleaning capacity of the water body is greatly improved.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a flow chart of an embodiment of the efficient and rapid purification system for dredging tail water of the present invention;
FIG. 2 is a schematic structural diagram of a shallow ion air flotation machine in an embodiment of the efficient and rapid purification system for dredging tail water.
Detailed Description
The technical solution of the present invention is further illustrated by the accompanying drawings and examples.
Unless defined otherwise, technical or scientific terms used herein shall have the ordinary meaning as understood by one of ordinary skill in the art to which this invention belongs. The use of "first," "second," and similar terms in the present application do not denote any order, quantity, or importance, but rather the terms are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that the element or item listed before the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items. The terms "connected" or "coupled" and the like are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", and the like are used merely to indicate relative positional relationships, and when the absolute position of the object being described is changed, the relative positional relationships may also be changed accordingly.
Examples
FIG. 1 is a flow chart of an embodiment of the efficient and rapid purification system for dredging tail water, as shown in the figure, the efficient and rapid purification system for dredging tail water provided by the invention comprises a water treatment agent feeding device, a pipeline mixer 2 and a shallow ion air flotation machine 3, wherein the water treatment agent 1 is placed in the water treatment agent feeding device, the shallow ion air flotation machine 3 is connected with a water outlet of the pipeline mixer 2, a feeding inlet of the pipeline mixer 2 is connected with a discharge hole of the water treatment agent feeding device, and a water inlet of the pipeline mixer 2 is connected with a tail water outlet of a dredging tail water collecting device 4; shallow ion air supporting machine 3 is last to be provided with up to standard water discharge port 5 and superficial mud backward flow to sedimentation tank 6, and the mud that floats backward flow to sedimentation tank 6 sets up in the upper end of shallow ion air supporting machine 3, and up to standard water discharge port 5 sets up the lower extreme at shallow ion air supporting machine 3. The water treatment agent feeding device comprises a feeding bin and a vibrator, the vibrator is arranged at the bottom end of the feeding bin, the lower portion of the feeding bin is provided with a switch valve for controlling the addition amount of the water treatment agent, the water treatment agent is firstly poured into the feeding bin and then mixed with slurry in a pipeline mixer after passing through the switch valve, and the vibrator arranged at the bottom of the feeding bin can be used for assisting in feeding when the water treatment agent is wetted. The water treatment agent in the feeding bin is prepared from various pure natural minerals serving as raw materials by a patent process, and is a multifunctional novel series material prepared by a patent process, wherein porous aluminosilicate minerals are taken as a main body, the porous aluminosilicate mineral materials are special in lattice structure, abnormally developed in micropores and large in specific surface area, and have strong physical chemical adsorption, ion exchange and complexing capabilities, and the porous structure is favorable for carrying oxygen, so that the dissolved oxygen concentration can be remarkably improved, indigenous microbial flora is activated, and a good growth attachment environment and a good metabolic proliferation space are created for the indigenous microbial flora. Meanwhile, the composite photosensitive component in the processing material generates a catalytic action under the illumination condition, water molecules and dissolved oxygen are excited into free radicals, and macromolecules and organic pollutants which are difficult to decompose are converted into micromolecular organic matters or decomposed into carbon dioxide and water. The invention combines the water treatment agent and the shallow ion air flotation machine, can accelerate the agent to diffuse in water by the oxygen injection mode, and can also scatter some particles in the agent to uniformly mix the water treatment agent and tail water. The water treatment agent has a developed pore structure, large ion exchange capacity and strong adsorption capacity, can adsorb pollutants through ion exchange and lattice displacement, provides a good attachment and proliferation place for microorganisms, activates the activity of the microorganisms under the condition of quick oxygenation of a shallow ion air flotation machine, accelerates metabolism, and greatly improves the self-cleaning capacity of water.
The pipeline mixer 2 comprises a feeding pipe and a disturber, the disturber is arranged inside the feeding pipe, one end of the feeding pipe is provided with a water inlet, and the other end of the feeding pipe is provided with a water outlet. The water treatment agent and the slurry do not need a stirring device after entering the pipeline mixer, and can be fully mixed directly under the action of the disturbing device in the pipeline mixer, so that the energy consumption of equipment is reduced.
Fig. 2 is a schematic structural diagram of a shallow ion flotation machine according to an embodiment of the present invention, and as shown in the drawing, the shallow ion flotation machine 3 includes a frame body 31, a water collection tank 32, a clarified water tank 33, and a scum pond oxygen aeration mechanism 34, the scum pond oxygen aeration mechanism 34 is disposed in the water collection tank 32, and the water collection tank 32 and the clarified water tank 33 are both fixed to the frame body 31. The scum pond oxygen aeration mechanism 34 comprises a scum pond 340 and an oxygen aeration air compressor 341, wherein the oxygen aeration air compressor 341 is arranged in the scum pond 340, and a separation net is arranged at the bottom of the oxygen aeration air compressor 341 to separate scum in the scum pond and avoid affecting the aeration. The shallow ion air flotation machine adopts a dynamic water inlet and static water outlet mode, utilizes the mode of flushing a large amount of micro bubbles and carrying oxygen, the bubbles are adhered to a water treatment agent and fine suspended matters through the surface tension effect to form the condition that the integral gravity is less than 1, and the bubbles float to the water surface according to the buoyancy principle to realize solid-liquid separation and purify tail water. The desilting tail water that each link produced directly gets into the pipe-line mixer through the suction pump, adds the water treatment agent to the pipe-line mixer through water treatment agent feeding device, and water treatment agent and tail water carry out the intensive mixing back through the effect of perturbator in the pipe-line mixer, go into among the shallow ion air supporting machine of pump, handle tail water up to standard through shallow ion air supporting machine and directly discharge, realize simultaneously that the mud refluence floats, have reduced water consumption and dosage, have saved the cost.
Therefore, the efficient and rapid purification system for the dredging tail water with the structure effectively improves the water quality purification efficiency by reasonably combining the water treatment agent and the shallow ion air flotation machine, has the characteristics of small equipment floor area, no need of deodorization equipment and continuous operation, realizes standard discharge of the tail water and return treatment of floating mud, and has no secondary pollution.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting the same, and although the present invention is described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that: modifications and equivalents may be made to the invention without departing from the spirit and scope of the invention.
Claims (6)
1. The utility model provides a high-efficient quick clean system of desilting tail water which characterized in that:
the system comprises a water treatment agent feeding device, a pipeline mixer and a shallow ion air flotation machine, wherein the shallow ion air flotation machine is connected with a water outlet of the pipeline mixer, a feeding inlet of the pipeline mixer is connected with a discharge hole of the water treatment agent feeding device, and a water inlet of the pipeline mixer is connected with a tail water outlet of a desilting tail water collecting device;
shallow layer ion air supporting machine is last to be provided with up to standard water discharge port and superficial mud backward flow to the sedimentation tank, the mud that floats backward flow to the sedimentation tank setting is in the upper end of shallow layer ion air supporting machine, up to standard water discharge port sets up the lower extreme of shallow layer ion air supporting machine.
2. The efficient and rapid purification system for the dredging tail water as claimed in claim 1, characterized in that: the water treatment agent feeding device comprises a feeding bin and a vibrator, the vibrator is arranged at the bottom end of the feeding bin, and a switch valve for controlling the addition amount of the water treatment agent is arranged at the lower part of the feeding bin.
3. The efficient and rapid purification system for the dredging tail water as claimed in claim 2, characterized in that: the pipeline mixer comprises a feeding pipe and a disturber, the disturber is arranged inside the feeding pipe, a water inlet is formed in one end of the feeding pipe, and a water outlet is formed in the other end of the feeding pipe.
4. The efficient and rapid purification system for the dredging tail water as claimed in claim 3, characterized in that: shallow layer ion air supporting machine includes that frame body, water catch bowl, clarified basin and dross pond beat oxygen mechanism, the dross pond beats oxygen mechanism and sets up in the water catch bowl, the water catch bowl with clarified basin is all fixed on the frame body.
5. The efficient and rapid purification system for the dredging tail water as claimed in claim 4, characterized in that: the scum pond oxygen aeration mechanism comprises a scum pond and an oxygen aeration air compressor, wherein the oxygen aeration air compressor is arranged in the scum pond, and a separation net is arranged at the bottom of the oxygen aeration air compressor.
6. The efficient and rapid purification system for the dredging tail water as claimed in claim 5, characterized in that: the water treatment agent in the feeding bin takes a plurality of pure natural minerals as raw materials and takes porous aluminosilicate minerals as a main body.
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CN202010995716.5A CN111995126A (en) | 2020-09-21 | 2020-09-21 | Efficient and rapid purification system for dredging tail water |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104445558A (en) * | 2014-12-15 | 2015-03-25 | 李颖 | Super-high efficiency composite flocculant |
CN107381977A (en) * | 2017-09-18 | 2017-11-24 | 上海汉盛环保科技有限公司 | Culturing wastewater processing system and its processing method |
CN209906365U (en) * | 2019-04-17 | 2020-01-07 | 刘彬 | Shallow ion air floatation machine |
CN212799980U (en) * | 2020-09-21 | 2021-03-26 | 长江河湖建设有限公司 | Efficient and rapid purification device for dredging tail water |
-
2020
- 2020-09-21 CN CN202010995716.5A patent/CN111995126A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104445558A (en) * | 2014-12-15 | 2015-03-25 | 李颖 | Super-high efficiency composite flocculant |
CN107381977A (en) * | 2017-09-18 | 2017-11-24 | 上海汉盛环保科技有限公司 | Culturing wastewater processing system and its processing method |
CN209906365U (en) * | 2019-04-17 | 2020-01-07 | 刘彬 | Shallow ion air floatation machine |
CN212799980U (en) * | 2020-09-21 | 2021-03-26 | 长江河湖建设有限公司 | Efficient and rapid purification device for dredging tail water |
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Application publication date: 20201127 |