CN212151898U - Novel ozone oxidation's effluent treatment plant - Google Patents

Novel ozone oxidation's effluent treatment plant Download PDF

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Publication number
CN212151898U
CN212151898U CN202020585669.2U CN202020585669U CN212151898U CN 212151898 U CN212151898 U CN 212151898U CN 202020585669 U CN202020585669 U CN 202020585669U CN 212151898 U CN212151898 U CN 212151898U
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ozone
catalyst
waste water
gas
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CN202020585669.2U
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倪华钢
徐莉群
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Hangzhou Longmai New Materials Co ltd
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Hangzhou Longmai New Materials Co ltd
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Abstract

The utility model belongs to the water treatment field, concretely relates to novel ozone oxidation's waste water treatment device. Waste water treatment facilities, including the reaction tower, the reaction tower is gone out the water layer by upper BAC1 layer, middle level catalysis layer, lower floor BAC2 layer and bottom and is constituteed, adopt gas-liquid mixing device to mix waste water and ozone for mixed gas-liquid, afterwards mixed gas-liquid obtains mixed gas and gets into the middle level catalysis layer through atomizing device atomizing back, in the contact of catalyst carrier on middle level catalysis layer and column plate, increase on can be fully with waste water and ozone mixed the basis with the area of contact of catalyst, can effectively improve the efficiency of catalysis ozone oxidation, and the wave of adjacent layer column plate in the catalysis layer is mutually opposite for the waste water that contains ozone guarantees to contact with the catalyst, reinforcing catalysis efficiency; the BAC layer is arranged on the upper layer and the lower layer of the catalyst layer, so that the purification effect and the impurity removal effect of the wastewater can be further enhanced.

Description

Novel ozone oxidation's effluent treatment plant
Technical Field
The utility model belongs to the water treatment field, in particular to a novel ozone oxidation's waste water treatment device.
Background
The advanced oxidation technology has incomparable advantages in the aspect of treating wastewater, such as biological methods, physical methods and the like, and has the advantages of high efficiency, deep treatment degree and the like. However, most advanced oxidation technologies have the disadvantages of large equipment investment, complex operation, high operation cost and the like, for example, a wet oxidation process needs to be operated under the conditions of high temperature and high pressure, and the equipment investment and the energy consumption are high; the fenton's reagent oxidation process is complex to operate and consumes large amounts of chemicals.
The ozone has strong oxidizing power in water treatment. It is known from the resonance structure of ozone molecules that the reason why ozone has strong electrophilicity is that 6 electrons exist around oxygen atoms located on both sides in the ozone resonance structure and the ozone exhibits positive electricity. Ozone, being extremely reactive, can cause it to self-decompose in water. When ozone oxidizes organic substances in water, unsaturated bonds in the organic substances are mainly oxidized. Because the product after ozone treatment only contains oxygen, ozone is widely applied to the field of wastewater treatment.
Although simple ozone oxidation can remove organic substances to a certain extent, ozone is difficult to further oxidize oxidized small molecular substances, so that simple ozone oxidation has a certain limitation on the mineralization degree of the organic substances. Currently known methods for increasing the efficiency of ozone oxidation are: adding catalyst and hydrogen peroxide, raising pH value, ultraviolet irradiation, etc. The process of promoting the ozone to be converted into hydroxyl radicals through specific conditions is catalytic ozone oxidation, and belongs to a high-grade oxidation process. Scientific research shows that: the capability of generating hydroxyl radicals and improving the capability of ozone for oxidizing organic matters can be obviously improved by adding a catalyst into an ozone system or cooperating with other processes.
The active carbon has a developed micropore structure and a huge specific surface area, and has strong adsorption capacity. In the water purification process, organic matters, inorganic matters, synthetic detergents, anionic surfactants and other active substances in water can be effectively removed. The activated carbon also has a catalytic effect, and the ozone is catalytically oxidized into hydroxyl radicals to finally generate oxygen, so that the concentration of dissolved oxygen in water is increased. The active carbon has many pores and large specific surface area, and can quickly adsorb soluble organic matters in water and enrich microorganisms in the water. The adsorption of the activated carbon to organic matters in water and the oxidative decomposition of microorganisms occur in succession, the oxidative decomposition of the microorganisms recovers the adsorption capacity of the activated carbon, and the adsorption of the activated carbon also enables the microorganisms to obtain rich nutrients and oxygen, which are mutually promoted to form a relatively stable state, so that a stable treatment effect is obtained, and the regeneration period of the activated carbon is greatly prolonged.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the defects of the prior art and provide a novel ozone oxidation wastewater treatment device.
In order to realize the purpose of the utility model, the utility model provides a following technical scheme:
a novel ozone oxidation wastewater treatment device comprises a reaction tower, a gas-liquid mixing device and a guide pipe, wherein the reaction tower consists of an upper BAC1 layer, a middle catalyst layer, a lower BAC2 layer and a bottom water outlet layer, active carbon filler is filled in the upper BAC1 layer, a separation layer is arranged between the upper BAC1 layer and the middle catalyst layer, one surface of the separation layer facing the middle catalyst layer is provided with an atomizing device, one end of the guide pipe is connected with the gas-liquid mixing device, the other end of the guide pipe is connected with the atomizing device through the upper BAC1 layer, a plurality of layers of tower plates are sequentially arranged in the middle catalyst layer from top to bottom, the edge of each tower plate is tightly attached to the inner wall of the reaction tower, a plurality of through holes and catalyst carriers are arranged on each tower plate, a separation layer is arranged between the middle catalyst layer and the lower BAC2 layer, the lower BAC2 layer is internally filled with active carbon filler, a separation layer is arranged between, and a water outlet is formed in the bottom of the bottom water outlet layer.
Preferably, the barrier is made of a material which can only pass gas and liquid, and comprises a filter cloth, a filter screen and a filter membrane.
Preferably, the through holes and the catalyst carrier on the same tray are arranged in a staggered manner in order in the parallel direction of the tray.
Preferably, the tower plate is a wave-shaped tower plate, the through holes are arranged at wave-shaped depressions, and the catalyst carrier is arranged at wave-shaped bulges.
Preferably, the corresponding waves on the two adjacent layers of tower plates are symmetrically arranged, namely when the wave of one layer of tower plate is convex, the wave of the adjacent layer of tower plate is concave, so that the ozone-containing wastewater can be fully contacted with the catalyst.
Preferably, the atomization device is an ultrasonic atomization device or a high-pressure atomization device.
Preferably, the activated carbon filler is a bioactive carbon filler.
Preferably, the conduit is provided with a flow control valve.
Preferably, the gas-liquid mixing device is an ejector, an ultramicro-foaming generator or a gas-liquid mixing pump.
Compared with the prior art, the utility model, its beneficial effect mainly embodies: the utility model provides a novel ozone oxidation's effluent treatment plant, the device adopts the gas-liquid mixing device to mix waste water and ozone into mixed gas-liquid, subsequently the mixed gas-liquid is atomized through the atomizing device, obtains the mixed gas and gets into middle level catalysis layer, increases the contact area with the catalyst on the basis that can fully mix waste water and ozone, can effectively improve the efficiency of catalytic ozonation, and the wave of adjacent layer column plate in the catalysis layer is mutually opposite, makes the waste water that contains ozone guarantee to contact with the catalyst, reinforcing catalytic efficiency; the BAC layers are arranged on the upper layer and the lower layer of the catalyst layer, so that the purification effect and the impurity removal effect of the wastewater can be further enhanced, and the ozone-BAC technology is further expanded and improved.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged schematic view of a circle portion of the tower plate of FIG. 1 according to the present invention;
FIG. 3 is a schematic plan view of a portion of a middle tray of the present invention.
In the figure: 1. the reaction tower comprises a reaction tower body 1a, an upper BAC1 layer, a lower BAC2 layer, a bottom water outlet layer 1d, an interlayer 2, an interlayer 3, an atomization device 4, a tower plate 5, a through hole 6, a catalyst carrier 7, an activated carbon filler 8, a water outlet 9, a gas-liquid mixing device 10, a guide pipe 11 and a flow control valve.
Detailed Description
The technical solution of the present invention is further specifically described below by way of specific embodiments and with reference to the accompanying drawings.
Wherein the showings are for the purpose of illustration only and are shown by way of illustration only and not in actual form, and are not to be construed as limiting the present patent; for a better understanding of the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar parts; in the description of the present invention, it should be understood that if the terms "upper", "lower", "left", "right", "inner", "outer", etc. are used to indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not indicated or implied that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are used only for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms will be understood by those skilled in the art according to the specific circumstances.
In the description of the present invention, unless otherwise explicitly specified or limited, the term "connected" or the like, if appearing to indicate a connection relationship between the components, is to be understood broadly, for example, as being either a fixed connection, a detachable connection, or an integral part; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or may be connected through one or more other components or may be in an interactive relationship with one another. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example (b):
a novel ozone oxidation wastewater treatment device comprises a reaction tower 1, a gas-liquid mixing device 9 and a conduit 10, wherein the reaction tower 1 consists of an upper BAC1 layer 1a, a middle catalyst layer 1b, a lower BAC2 layer 1c and a bottom water outlet layer 1d, an active carbon filler 7 is filled in the upper BAC1 layer 1a, a separation layer 2 is arranged between the upper BAC1 layer 1a and the middle catalyst layer 1b, one surface of the separation layer 2 facing the middle catalyst layer 1b is provided with an atomizing device 3, one end of the conduit 10 is connected with the gas-liquid mixing device 9, the other end of the conduit 10 is connected with the atomizing device 3 through the upper BAC1 layer 1a, a plurality of layers of column plates 4 are sequentially arranged in the middle catalyst layer 1b from top to bottom, the edges of the column plates 4 are tightly attached to the inner wall of the reaction tower 1, a plurality of through holes 5 and catalyst carriers 6 are arranged on the column plates 4, the separation layer 2 is arranged between the middle catalyst layer 1b and the lower BAC2, activated carbon filler 7 is filled in the lower BAC2 layer 1c, an interlayer 2 is arranged between the lower BAC2 layer 1c and the bottom water outlet layer 1d, and a water outlet 8 is arranged at the bottom of the bottom water outlet layer 1 d.
Wherein the interlayer 2 is made of a material which can only pass gas and liquid, and the material is a filter screen.
The tower plate 4 is a wave-shaped tower plate, the through holes 5 are arranged at wave-shaped concave positions, the catalyst carriers 6 are arranged at wave-shaped convex positions, and the through holes 5 and the catalyst carriers 6 on the same tower plate 4 are arranged in sequence in a staggered mode in the parallel direction of the tower plate.
The corresponding waves on the two adjacent layers of tower plates 4 are symmetrically arranged, namely when the wave of one layer of tower plate 4 is convex, the wave of the adjacent layer of tower plate 4 is concave, so that the wastewater can drip from the through hole 5 at the concave part of the upper layer of tower plate to the catalyst carrier 6 at the convex part of the lower layer of tower plate, and the wastewater containing ozone can be fully contacted with the catalyst.
The atomization device 3 is a high-pressure atomization device.
The active carbon filler 7 is a biological active carbon filler.
The guide pipe 10 is provided with a flow control valve 11 which can control the flow and pressure of water flow.
The gas-liquid mixing device 9 is a 9-micron foaming generator.
It should be noted that the working principle of the novel ozone oxidation wastewater treatment device of the utility model is as follows: waste water and ozone form mixed gas-liquid through a gas-liquid mixing device 9, the mixed gas-liquid enters a reaction tower 1 and is atomized through an atomizing device 3 to form mixed mist of the waste water and the ozone, part of the mixed mist touches active carbon filler of a BAC1 layer 1a on the upper layer, oxidation reaction of ozone oxidation waste water is carried out under the catalysis of the active carbon, condensed liquid after reaction drips from the BAC1 layer 1a on the upper layer and drives the mixed mist of a middle layer catalyst layer 1b to drip onto a tower plate 4 in the middle layer catalyst layer 1b together, ozone oxidation waste water is catalyzed under the action of a catalyst, the waste water drips from a plurality of tower plates layer by layer, the waste water can fully contact with the catalyst, the waste water has obvious oxidation effect, the waste water drips to a BAC2 layer 1c on the middle layer, and drips to a water outlet layer 1d on the bottom layer after being further adsorbed and purified by the active carbon filler in the BAC2 layer 1c on the lower layer, and the water flows out of the water outlet 8 for further water treatment.
The above-described embodiments are merely preferred and are not intended to limit the present invention in any way, and other variations and modifications may be made without departing from the spirit and scope of the invention as defined in the appended claims.

Claims (9)

1. A novel ozone oxidation wastewater treatment device comprises a reaction tower (1), a gas-liquid mixing device (9) and a guide pipe (10), and is characterized in that the reaction tower (1) consists of an upper BAC1 layer (1a), a middle catalyst layer (1b), a lower BAC2 layer (1c) and a bottom water outlet layer (1d), an activated carbon filler (7) is filled in the upper BAC1 layer (1a), an interlayer (2) is arranged between the upper BAC1 layer (1a) and the middle catalyst layer (1b), an atomization device (3) is arranged on one surface of the interlayer (2) facing the middle catalyst layer (1b), one end of the guide pipe (10) is connected with the gas-liquid mixing device (9), the other end of the guide pipe (10) is connected with the atomization device (3) through the upper BAC1 layer (1a), and a plurality of tower plates (4) are sequentially arranged in the middle catalyst layer (1b) from top to bottom, the edge of the tower plate (4) is tightly attached to the inner wall of the reaction tower (1), a plurality of through holes (5) and catalyst carriers (6) are arranged on the tower plate (4), an interlayer (2) is arranged between the middle-layer catalyst layer (1b) and the lower BAC2 layer (1c), an activated carbon filler (7) is filled in the lower BAC2 layer (1c), an interlayer (2) is arranged between the lower BAC2 layer (1c) and the bottom water outlet layer (1d), and a water outlet (8) is arranged at the bottom of the bottom water outlet layer (1 d).
2. A novel ozone-oxidizing waste water treatment plant according to claim 1, characterized in that the barrier (2) is made of a material that can pass only gas and liquid.
3. A novel ozone-oxidized wastewater treatment plant according to claim 1, characterized in that the through-holes (5) and the catalyst carriers (6) on the same tray (4) are staggered in sequence in the parallel direction of the tray.
4. A novel ozone-oxidizing wastewater treatment device according to claim 1 or 3, characterized in that the trays (4) are wave-shaped trays, the through holes (5) are arranged at wave-shaped depressions, and the catalyst carriers (6) are arranged at wave-shaped projections.
5. A novel ozone oxidation wastewater treatment device according to claim 4, characterized in that the corresponding waves on the two adjacent layers of tower plates (4) are symmetrically arranged.
6. The novel ozone-oxidized wastewater treatment device according to claim 1, characterized in that the atomization device (3) is an ultrasonic atomization device or a high-pressure atomization device.
7. A novel ozone-oxidized wastewater treatment plant according to claim 1, characterized in that the activated carbon filler (7) is a biological activated carbon filler.
8. A novel ozone-oxidizing waste water treatment plant according to claim 1, characterized in that a flow control valve (11) is arranged on said conduit (10).
9. The new ozone oxidation wastewater treatment plant according to claim 1, characterized in that the gas-liquid mixing device (9) is a jet device, an ultra-fine bubble generator or a gas-liquid mixing pump.
CN202020585669.2U 2020-04-20 2020-04-20 Novel ozone oxidation's effluent treatment plant Active CN212151898U (en)

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Application Number Priority Date Filing Date Title
CN202020585669.2U CN212151898U (en) 2020-04-20 2020-04-20 Novel ozone oxidation's effluent treatment plant

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Application Number Priority Date Filing Date Title
CN202020585669.2U CN212151898U (en) 2020-04-20 2020-04-20 Novel ozone oxidation's effluent treatment plant

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114956303A (en) * 2022-06-10 2022-08-30 常州大学 Device for treating high-concentration organic wastewater

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114956303A (en) * 2022-06-10 2022-08-30 常州大学 Device for treating high-concentration organic wastewater

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