Ferroelectric flocculation sewage purification recovery device and purification method thereof

The ferroelectric flocculation wastewater purification and recovery device uses electrode plates to reduce Cu(II)-EDTA to Cu(I), combined with aeration and electroadsorption, to solve the problem of treating complexed copper, achieving efficient copper recovery and removal of organic matter. The equipment is automated and has low energy consumption.

CN119683797BActive Publication Date: 2025-10-21CHANGZHOU UNIV
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Patent Information

Application Number
CN202411849178.3
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-12-16
Publication Date
2025-10-21
Estimated Expiration
2044-12-16

AI Technical Summary

Technical Problem

Existing technologies are difficult to effectively treat and recover complexed copper ions, especially Cu(II)-EDTA in organic complexed copper-containing wastewater, which increases the difficulty of treatment.

Method used

A wastewater purification and recovery device based on ferroelectric flocculation is adopted, which includes a reaction zone, an alkalization zone, a mixing zone and an aeration zone. Fe2+ is generated by electrode plates to reduce Cu(II)-EDTA to Cu(I), and copper is recovered through aeration and electro-adsorption. The precipitates separate automatically in different zones without the need for additional power.

Benefits of technology

It achieves efficient copper recovery and organic matter removal, with automated operation, low energy consumption, simple processing, and a green and clean copper recovery process.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application relates to the technical field of purification devices, in particular to a purification and recovery device for ferroelectric flocculation sewage and a purification method thereof. The device comprises a cylinder, a reaction zone, an alkalization zone, a mixing zone and an aeration zone are sequentially arranged in the cylinder from top to bottom and are mutually separated, the reaction zone and the alkalization zone are in communication, a first valve is arranged at the communication position of the reaction zone and the alkalization zone, when in use, a first electrode group and sodium sulfate are used to build an environment of oxygen deficiency and alkalinity in the reaction zone, and cuprous oxide and iron hydroxide flocculation precipitate are generated when the complex is broken; a second electrode group and sodium sulfate in the alkalization zone enhance the alkalinity, free monovalent copper in water is completely combined into cuprous oxide precipitate, free copper ions and precipitate are generated in the aeration zone, an electromagnet attracts the ferromagnetic precipitate, and finally, free copper ions are adsorbed by electrodes in an electric adsorption box, the precipitates after reaction in the zones are transferred by gravity and are independently treated, the cost is low, and the efficiency is high.
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Description

Technical Field

[0001] The present invention relates to the technical field of purification devices, and in particular to a purification and recovery device based on ferroelectric flocculation sewage and a purification method thereof. Background Art

[0002] Heavy metal ions are one of the main pollutants in the environment. They can accumulate in aquatic organisms and harm human health through the food chain. Therefore, wastewater containing heavy metals, such as copper in wastewater, must be treated. However, the treatment and reuse of heavy metals has always been a difficult problem. Complexed forms are even more difficult to treat, such as organically complexed copper-containing wastewater, such as the common copper complexed with ethylenediaminetetraacetic acid (EDTA) (Cu(II)-EDTA).

[0003] Organically complexed copper-containing wastewater refers to wastewater that contains both heavy metal ions copper and the organic complexing agent ethylenediaminetetraacetic acid (EDTA). This causes the copper in the wastewater to not exist in a single free state, but to form a complex compound with the organic complexing agent EDTA. The chemical properties of this compound are stable, which increases the difficulty of removal. Cu(Ⅱ)-EDTA organically complexed heavy metals are mainly produced by the electroplating industry, printed circuit boards, and the printing and dyeing industry. Because Cu(Ⅱ)-EDTA organically complexed heavy metal wastewater has a wide range of sources and is difficult to remove through traditional precipitation methods, the treatment of this type of wastewater has always been a difficult and hot issue in water management. Summary of the Invention

[0004] The technical problem to be solved by the present invention is: in order to solve the problem of removing and recovering complexed copper in wastewater that is difficult to treat, a purification and recovery device based on ferroelectric flocculation wastewater and a purification method thereof are now provided.

[0005] The technical solution adopted by the present invention to solve its technical problems is: a purification and recovery device based on ferroelectric flocculation of wastewater, comprising a cylinder, wherein a reaction zone, an alkalization zone, a mixing zone and an aeration zone, which are separated from each other, are sequentially arranged in the cylinder from top to bottom; the reaction zone and the alkalization zone are interconnected, a first valve is provided at the connection between the reaction zone and the alkalization zone, the alkalization zone and the mixing zone are interconnected, a second valve is provided at the connection between the alkalization zone and the mixing zone, the mixing zone and the aeration zone are interconnected, a third valve is provided at the connection between the mixing zone and the aeration zone;

[0006] The cylinder is provided with a water inlet and a drain outlet connected to the reaction zone, and a dosing pipe is provided on the cylinder. The dosing pipe can be used to add sodium sulfate solution to the reaction zone or the alkalization zone respectively. The first electrode group is provided in the reaction zone;

[0007] A second electrode group is provided in the alkalization zone;

[0008] A second stirring mechanism is provided in the mixing zone;

[0009] An aeration head is provided in the aeration zone, a sewage outlet is provided on the cylinder in the aeration zone, and an electromagnet for adsorbing ferromagnetic substances is provided at the bottom of the aeration zone;

[0010] The bottom of the cylinder is provided with an adsorption box, which is provided with an adsorption electrode group. The adsorption box is connected to the aeration zone. The upper ends of the alkalization zone, the upper ends of the mixing zone and the upper ends of the aeration zone are respectively connected to an overflow pipe. The overflow pipes are all connected to the vertical pipe. The bottom of the vertical pipe is connected to the top of the adsorption box. The cylinder is provided with a water purification port connected to the adsorption box. Compared with the existing technology, this solution uses the Fe generated by the electrode plate anode to 2 + has strong reducing properties. When the pH value is between 3 and 7, Cu(II) in Cu(II)-EDTA is reduced to Cu(I), and then Cu(I) is replaced, thereby breaking the complex. The copper recovery process is green and efficient. The replaced Cu(I) is aerated, and the free Cu ions are released and will not be complexed again. Then, through electrosorption, Cu can be recycled. Other substances in the water can be precipitated. This solution can break the complex, recover relatively pure copper, and remove organic matter. The equipment does not require manual control, the treatment process is simple, and the energy consumption is low.

[0011] In some preferred embodiments, the first electrode group and the second electrode group include an anode plate and a cathode plate spaced apart from each other, the anode plate being an iron plate and the cathode plate being a graphite plate, and both the anode plate and the cathode plate being provided with mesh holes. The mesh holes facilitate water flow and enhance hydraulic agitation.

[0012] In some preferred embodiments, the dosing tube is located between the anode plate and the cathode plate of the first electrode group. The dosing tube is arranged between the anode plate and the cathode plate of the first electrode group to enhance the conductivity of the anode plate and the cathode plate.

[0013] In some preferred embodiments, both electrodes of the adsorption electrode group are carbon felt electrodes. The carbon in the carbon felt electrodes is conductive, and other materials can be mixed between the carbon felts to improve their conductivity.

[0014] In order to realize the dosing tube, some embodiments are preferred, wherein the dosing tube includes an outer sleeve and an inner sleeve arranged in the outer sleeve, one end of the outer sleeve is located in the reaction zone and is interconnected, one end of the inner sleeve is located in the alkalization zone and is interconnected, and the inner circumferential wall of the outer sleeve is penetrated outward by a plurality of flow holes.

[0015] In order to facilitate sufficient mixing and reaction of sewage and reagents in the reaction zone, in some preferred embodiments, a first stirring mechanism is provided in the reaction zone.

[0016] In order to facilitate the precipitate in the reaction zone to enter the alkalization zone, in some preferred embodiments, the lower bottom surface of the first reaction zone is a first inclined surface, and the first valve is located at the lower end of the first inclined surface.

[0017] In some preferred embodiments, the lower bottom surface of the mixing zone is a second inclined surface, the third valve is located at the lower end of the second inclined surface, the lower bottom surface of the aeration zone is a third inclined surface, the electromagnet is located at the lower end of the third inclined surface, and the sewage outlet is located at the lower end of the third inclined surface. The sewage outlet is located at the lower end of the third inclined surface to facilitate the discharge of sediment in the aeration zone, and the electromagnet is located at the lower end of the third inclined surface to facilitate the adsorption of ferromagnetic materials in the sediment in the aeration zone.

[0018] In order to prevent sewage entering the reaction zone from being discharged from the drain port, in some preferred embodiments, the drain port is higher than the water inlet.

[0019] A purification method using the above-mentioned ferroelectric flocculation wastewater purification and recovery device, the specific operating steps are as follows:

[0020] S1, the copper-containing wastewater to be treated enters the reaction zone from the water inlet, the first stirring mechanism is started, and sodium sulfate is injected into the reaction zone and the alkalization zone from the dosing pipe at the same time. After the copper-containing wastewater is injected and under the action of the first electrode group, ferrous ions are electrolyzed at the anode and hydroxide is generated at the cathode. A portion of the ferrous ions reacts with the oxygen in the water to consume the oxygen in the water. Another portion of the ferrous ions reacts with the copper ions complexed with EDTA to reduce Cu(II)-EDTA to Cu(I)-EDTA, and then replaces the Cu(I) therein, thereby breaking the complex and generating an EDTA-complexed iron precipitate. Then, as the alkalinity in the solution increases, Cu(I) combines with hydroxide and then generates a cuprous oxide precipitate. The remaining iron ions combine with hydroxide to generate an iron hydroxide flocculent precipitate.

[0021] S2, the first valve is started regularly to discharge the sediment into the alkalization zone. Under the action of the second electrode group in the alkalization zone, the alkalinity is enhanced, and the free monovalent copper in the water is completely combined to form cuprous oxide precipitation;

[0022] S3, the second valve is started at a fixed time, entering the mixing zone, starting the second stirring mechanism and stirring the precipitate discharged from the alkalization zone, so that the alkalinity and monovalent copper can fully react and react completely;

[0023] S4. Open the third valve and enter the aeration zone. In the aeration zone, the cuprous oxide in the sediment is oxidized into free copper ions under the action of oxygen, and the residual ferrous ions are completely oxidized into iron ions. Under alkaline conditions, they combine to form precipitation. At the same time, some iron ions form green rust and magnetite nanoparticles. The electromagnet below the aeration zone is turned on to absorb these magnetic precipitations, and the magnetic precipitation and other precipitations can be discharged from the sewage outlet regularly. The free copper ions enter the electric adsorption box connected to the drain pipe, are adsorbed by the electrodes in the electric adsorption box, and the supernatant is discharged.

[0024] The beneficial effects of the present invention are as follows: when in use, the ferroelectric flocculation sewage purification and recovery device and purification method thereof utilize the first electrode group and the sodium sulfate solution to construct an anoxic environment and an alkaline environment in the reaction zone, so that the anode plate of the first electrode group is electrolyzed to generate ferrous ions, wherein a portion of the ferrous ions reacts with oxygen in water to consume the oxygen in the water, and another portion of the ferrous ions reacts with copper ions complexed with EDTA to break the complex; more importantly, during electrolysis, the first electrode group generates hydroxide on the cathode plate, and Cu(I) and hydroxide can be used to generate cuprous oxide precipitates, and the remaining ferrous ions can be eliminated, so that the ferrous ions and hydroxide combine to generate ferric hydroxide flocculent precipitates, and finally the cuprous oxide precipitates and the ferric hydroxide flocculent precipitates are separated from the reaction zone by their own weight. Then it reaches the alkalization zone through the first valve. By configuring the second electrode group and adding sodium sulfate in the alkalization zone, the alkalinity of the alkalization zone can be further enhanced, and the free monovalent copper in the water can be completely combined into cuprous oxide precipitate. Then it reaches the mixing zone through the second valve. The precipitate discharged from the alkalization zone is stirred by the second stirring mechanism, so that the alkalinity and monovalent copper can fully react and completely combine to form cuprous oxide precipitate. Then it reaches the aeration zone through the third valve. The cuprous oxide in the precipitate is oxidized into free copper ions under the action of oxygen, and the residual ferrous ions are completely oxidized into iron ions, which are combined into precipitates under alkaline conditions. At the same time, some iron ions form green rust and magnetite nanoparticles. The electromagnet below the aeration zone can absorb the ferromagnetic precipitate, and can regularly discharge the ferromagnetic precipitate and other precipitates from the sewage outlet. The free Copper ions It enters the electric adsorption box, is adsorbed by the electrodes in the electric adsorption box, and generates elemental copper on the electrodes. The supernatant is discharged, and the overflowed supernatant in the alkalization zone, mixing zone, and aeration zone flows into the electric adsorption box 17 from the overflow pipe and the vertical pipe to electrolyze and remove organic matter such as EDTA. The precipitate after the reaction is gradually transferred from the reaction zone, alkalization zone, mixing zone, and aeration zone by its own weight. There is no additional power, the consumption cost is low, and the reaction zone, alkalization zone, mixing zone, and aeration zone can be processed independently, with high efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] The present invention will be further described below with reference to the accompanying drawings and examples.

[0026] Figure 1 It is a structural schematic diagram of the present invention;

[0027] Figure 2 yes Figure 1 A partial enlarged view of middle A.

[0028] In the figure: 1. cylinder, 2. reaction zone, 3. alkalization zone, 4. mixing zone, 5. aeration zone, 6. first valve, 7. second valve, 8. third valve, 9. water inlet, 10. drain outlet, 11. dosing pipe, 12. first electrode group, 13. second electrode group, 14. aeration head, 15. sewage outlet, 16. electromagnet, 17. adsorption box, 18. adsorption electrode group, 19. overflow pipe, 20. water purification outlet, 21. outer sleeve, 22. inner sleeve, 23. first stirring mechanism, 24. second stirring mechanism. DETAILED DESCRIPTION

[0029] The present invention is further described in detail below in conjunction with the embodiments:

[0030] The present invention is not limited to the following specific embodiments. Based on the disclosure of the present invention, a person skilled in the art may adopt a variety of other specific embodiments to implement the present invention. Any simple changes or modifications made to the design structure and concept of the present invention fall within the scope of protection of the present invention. It should be noted that the embodiments and features of the embodiments of the present invention may be combined with each other unless they conflict.

[0031] Example 1

[0032] like Figure 1-2 As shown, a purification and recovery device based on ferroelectric flocculation of wastewater includes a cylinder 1. The cylinder 1 is provided with a reaction zone 2, an alkalization zone 3, a mixing zone 4 and an aeration zone 5, which are separated from each other, in sequence from top to bottom. The reaction zone 2 and the alkalization zone 3 are interconnected. A first valve 6 is provided at the connection between the reaction zone 2 and the alkalization zone 3. The alkalization zone 3 and the mixing zone 4 are interconnected. A second valve 7 is provided at the connection between the alkalization zone 3 and the mixing zone 4. The connection between the alkalization zone 3 and the mixing zone 4 is mainly used for sludge discharge. The mixing zone 4 and the aeration zone 5 are interconnected. A third valve 8 is provided at the connection between the mixing zone 4 and the aeration zone 5.

[0033] The cylinder 1 is provided with a water inlet 9 and a drain outlet 10 connected to the reaction zone 2, and the drain outlet 10 is higher than the water inlet 9. The cylinder 1 is provided with a dosing pipe 11, which can be used to add the required reagents to the reaction zone 2 or the alkalization zone 3 respectively. In this embodiment, the reagent added is sodium sulfate, wherein the amount of sodium sulfate added is: per cubic meter of wastewater treated, the amount of sodium sulfate added is 100g, and the amount of sodium sulfate distributed between the reaction zone 2 and the alkalization zone 3 is 7:3. A first electrode group 12 is provided in the reaction zone 2, and the dosing pipe 11 includes an outer sleeve 21 and an inner sleeve 22 provided in the outer sleeve 21. One end of the outer sleeve 21 is located in the reaction zone 2 and is interconnected, and one end of the inner sleeve 22 is located in the alkalization zone 3 and is interconnected. The inner circumferential wall of the outer sleeve 21 is penetrated outwardly by a plurality of through-flow holes. A first stirring mechanism 23 is provided in the reaction zone 2. The lower bottom surface of the first reaction zone 2 is a first inclined surface, and the first valve 6 is located at the lower end of the first inclined surface.

[0034] A second electrode group 13 is provided in the alkalization zone 3, wherein the electrode plates of the first electrode group 12 and the second electrode group 13 are made of the same material. The anode plates of both are iron plates with sieve holes, and the cathode plates of both are graphite plates with sieve holes. The distance between the cathode plates is 2 cm to 5 cm, and the voltage is 20 V to 36 V. The dosing tube 11 is located between the anode plate and the cathode plate of the first electrode group 12;

[0035] A second stirring mechanism 24 is provided in the mixing zone 4. The lower bottom surface of the mixing zone 4 is a second inclined surface. The third valve 8 is located at the lower end of the first inclined surface.

[0036] An aeration head 14 is provided in the aeration zone 5, a sewage outlet 15 is provided on the cylinder 1 in the aeration zone 5, an electromagnet 16 for adsorbing ferromagnetic substances is provided at the bottom of the aeration zone 5, the lower bottom surface of the aeration zone 5 is a third inclined surface, the electromagnet 16 is located at the lower end of the third inclined surface, and the sewage outlet 15 is located at the lower end of the third inclined surface;

[0037] An adsorption box 17 is provided at the bottom of the cylinder 1, and an adsorption electrode group 18 is provided in the adsorption box 17. The two electrodes of the adsorption electrode group 18 are carbon felt electrodes. The distance between the two electrodes is 1cm-3cm, and the electrode voltage is 1V-3V. The adsorption box 17 is connected to the aeration zone 5. The upper end of the alkalization zone 3, the upper end of the mixing zone 4 and the upper end of the aeration zone 5 are respectively connected to an overflow pipe 19. The overflow pipes 19 are all connected to the vertical pipes, and the bottom of the vertical pipes is connected to the top of the adsorption box 17. A clean water outlet 20 connected to the adsorption box 17 is provided on the cylinder 1. The treated clean water is discharged from the clean water outlet 20. The supernatant overflowing from the alkalization zone 3, the mixing zone 4 and the aeration zone 5 can also flow into the electric adsorption box 17 from the overflow pipe 19 and be removed after electric adsorption.

[0038] Example 2

[0039] Example 2 is a purification method of the device in Example 1, specifically: a purification method using a purification and recovery device based on ferroelectric flocculation wastewater as described above, and the specific operating steps are as follows:

[0040] S1, connect the first electrode group 12 and the second electrode group 13, close the first valve 6, the second valve 7 and the third valve 8, then let the copper-containing wastewater to be treated enter the reaction zone 2 from the water inlet 9, start the first stirring mechanism 23, and inject sodium sulfate into the reaction zone 2 and the alkalization zone 3 from the dosing pipe 11 at the same time. After the copper-containing wastewater is injected and under the action of the first electrode group 12, ferrous ions are electrolyzed at the anode and hydroxide is generated at the cathode. A part of the ferrous ions reacts with oxygen in the water, consuming all the oxygen in the water and forming an oxygen-deficient environment. , another part of the ferrous ions reacts with the copper ions complexed with EDTA, reducing Cu(II)-EDTA to Cu(I)-EDTA, and then displacing the Cu(I) therein, thereby breaking the complex and forming an EDTA-complexed iron precipitate. Then, as the alkalinity in the solution increases, the anoxic environment and the increase in alkalinity both promote the decomposition of the Cu(II)-EDTA complex and the formation of Cu(I). Cu(I) combines with hydroxide and then forms a cuprous oxide precipitate. The remaining iron ions combine with hydroxide to form a ferric hydroxide flocculent precipitate.

[0041] S2, the first valve 6 is started regularly, and the precipitate is discharged into the alkalization zone 3 for 30s to 50s. Under the action of the second electrode group 13 in the alkalization zone 3, the alkalinity is enhanced, and the free monovalent copper in the water is completely combined to form cuprous oxide precipitation;

[0042] S3, the second valve 7 is started at a fixed time, entering the mixing zone 4, starting the second stirring mechanism 24 and stirring the precipitate discharged from the alkalization zone 3, so that the alkalinity and monovalent copper can fully react and react completely;

[0043] S4. Open the third valve 8 to enter the aeration zone 5. In the aeration zone 5, cuprous oxide in the precipitate is oxidized into free copper ions under the action of oxygen. The copper ion content gradually increases during the aeration process, mainly existing in the form of Cu(I). The residual ferrous ions are completely oxidized into ferric ions. Under alkaline conditions, they combine to form precipitates. At the same time, some ferric ions form green rust and magnetite nanoparticles. The electromagnet 16 below the aeration zone 5 is turned on to absorb these magnetic precipitates. The magnetic precipitates and other precipitates can be regularly discharged from the sewage outlet 15. The free copper ions enter the electric adsorption box 17 connected to the drain pipe, are adsorbed by the electrodes in the electric adsorption box 17, and the supernatant is discharged.

[0044] The opening and closing of the first valve 6, the second valve 7 and the third valve 8 are automatically controlled by a program. The first valve 6 is activated for 30s-50s every 30 minutes, and then the second valve 7 is activated for 30s-50s 20 minutes after the first valve 6 is closed. After the second valve 7 is closed for 20 minutes, the third valve 8 is activated again for 20 minutes, so that each area is interconnected and independent of each other.

[0045] The above description of the preferred embodiments of the present invention is intended to serve as a guide. Based on the above description, relevant personnel are fully capable of making various changes and modifications without departing from the technical scope of this invention. The technical scope of this invention is not limited to the contents of the specification and must be determined according to the scope of the claims.

Claims

1. A wastewater purification and recovery device based on ferroelectric flocculation, characterized by: The sewage contains copper in a complex form, and comprises a cylinder (1). The cylinder (1) is provided with a reaction zone (2), an alkalization zone (3), a mixing zone (4) and an aeration zone (5) separated from each other in sequence from top to bottom. The reaction zone (2) and the alkalization zone (3) are interconnected. A first valve (6) is provided at the connection point between the reaction zone (2) and the alkalization zone (3). The alkalization zone (3) and the mixing zone (4) are interconnected. A second valve (7) is provided at the connection point between the alkalization zone (3) and the mixing zone (4). The mixing zone (4) and the aeration zone (5) are interconnected. A third valve (8) is provided at the connection point between the mixing zone (4) and the aeration zone (5). The cylinder (1) is provided with a water inlet (9) and a water outlet (10) in communication with the reaction zone (2). The cylinder (1) is provided with a dosing pipe (11), and the dosing pipe (11) is used to add sodium sulfate solution to the reaction zone (2) or the alkalization zone (3), respectively. A first electrode group (12) is provided in the reaction zone (2), and the anode plate of the first electrode group (12) is an iron plate. A second electrode group (13) is provided in the alkalization zone (3); A second stirring mechanism (24) is provided in the mixing zone (4); An aeration head (14) is provided in the aeration zone (5), a sewage outlet (15) is provided on the cylinder (1) in the aeration zone (5), and an electromagnet (16) for adsorbing ferromagnetic substances is provided at the bottom of the aeration zone (5); An adsorption box (17) is provided at the bottom of the cylinder (1), and an adsorption electrode group (18) is provided in the adsorption box (17). The adsorption box (17) is connected to the aeration zone (5). The upper end of the alkalization zone (3), the upper end of the mixing zone (4), and the upper end of the aeration zone (5) are respectively connected to an overflow pipe (19). The overflow pipe (19) is connected to a vertical pipe. The bottom of the vertical pipe is connected to the top end of the adsorption box (17). A water purification port (20) connected to the adsorption box (17) is provided on the cylinder (1).

2. The device for purifying and recovering wastewater based on ferroelectric flocculation according to claim 1, characterized in that: The first electrode group (12) and the second electrode group (13) both comprise an anode plate and a cathode plate spaced apart from each other, the anode plate being an iron plate and the cathode plate being a graphite plate, and both the anode plate and the cathode plate being provided with sieve holes.

3. The ferroelectric flocculation wastewater purification and recovery device according to claim 2, characterized in that: The dosing tube (11) is located between the anode plate and the cathode plate of the first electrode group (12).

4. The device for purifying and recovering wastewater based on ferroelectric flocculation according to claim 1, characterized in that: Both electrodes of the adsorption electrode group (18) are carbon felt electrodes.

5. The device for purifying and recovering wastewater based on ferroelectric flocculation according to claim 1, characterized in that: The dosing tube (11) comprises an outer sleeve (21) and an inner sleeve (22) arranged in the outer sleeve (21), one end of the outer sleeve (21) is located in the reaction zone (2) and is interconnected, and one end of the inner sleeve (22) is located in the alkalization zone (3) and is interconnected, and a plurality of through-holes are penetrated outward through the inner peripheral wall of the outer sleeve (21).

6. The device for purifying and recovering wastewater based on ferroelectric flocculation according to claim 1, characterized in that: A first stirring mechanism (23) is provided in the reaction zone (2).

7. The device for purifying and recovering wastewater based on ferroelectric flocculation according to claim 1, characterized in that: The lower bottom surface of the reaction zone (2) is a first inclined surface, and the first valve (6) is located at the lower end of the first inclined surface.

8. The device for purifying and recovering wastewater based on ferroelectric flocculation according to claim 1, characterized in that: The lower bottom surface of the mixing zone (4) is a second inclined surface, the third valve (8) is located at the lower end of the first inclined surface, the lower bottom surface of the aeration zone (5) is a third inclined surface, the electromagnet (16) is located at the lower end of the third inclined surface, and the sewage outlet (15) is located at the lower end of the third inclined surface.

9. The device for purifying and recovering wastewater based on ferroelectric flocculation according to claim 1, characterized in that: The water outlet (10) is higher than the water inlet (9).

10. A purification method using the ferroelectric flocculation wastewater purification and recovery device according to any one of claims 1 to 9, characterized in that: The specific steps are as follows: S1, the copper-containing wastewater to be treated enters the reaction zone (2) from the water inlet (9), the first stirring mechanism (23) is started, and sodium sulfate is injected into the reaction zone (2) and the alkalization zone (3) from the dosing pipe (11) at the same time. After the copper-containing wastewater is injected and under the action of the first electrode group (12), ferrous ions are electrolyzed at the anode and hydroxide is generated at the cathode. A part of the ferrous ions reacts with oxygen in the water to consume the oxygen in the water, and another part of the ferrous ions reacts with copper ions complexed with EDTA to reduce Cu(II)-EDTA to Cu(I)-EDTA, and then replaces the Cu(I) therein, thereby breaking the complex and generating EDTA complexed iron precipitate. Then, as the alkalinity in the solution increases, Cu(I) combines with hydroxide and then generates cuprous oxide precipitate, and the remaining iron ions combine with hydroxide to generate iron hydroxide flocculent precipitate; S2, the first valve (6) is started at a fixed time to discharge the precipitate into the alkalization zone (3). Under the action of the second electrode group (13) in the alkalization zone (3), the alkalinity is enhanced, and the free monovalent copper in the water is completely combined to form cuprous oxide precipitation; S3, the second valve (7) is started at a fixed time, entering the mixing zone (4), starting the second stirring mechanism (24) and stirring the precipitate discharged from the alkalization zone (3), so that the alkalinity and monovalent copper can fully react and react completely; S4. Open the third valve (8) and enter the aeration zone (5). In the aeration zone (5), the cuprous oxide in the sediment is oxidized into free copper ions under the action of oxygen, and the residual ferrous ions are completely oxidized into iron ions. Under alkaline conditions, they combine to form precipitation. At the same time, some iron ions form green rust and magnetite nanoparticles. The electromagnet (16) below the aeration zone (5) is turned on to absorb these magnetic precipitations, and the magnetic precipitation and other precipitations are regularly discharged from the sewage outlet (15). The free copper ions enter the electric adsorption box (17) connected to the drainage pipe, are adsorbed by the electrodes in the electric adsorption box (17), and the supernatant is discharged.

Citation Information

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