CN108046477A - Equipment that is a kind of while removing COD and total phosphorus - Google Patents

Equipment that is a kind of while removing COD and total phosphorus Download PDF

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Publication number
CN108046477A
CN108046477A CN201711448457.9A CN201711448457A CN108046477A CN 108046477 A CN108046477 A CN 108046477A CN 201711448457 A CN201711448457 A CN 201711448457A CN 108046477 A CN108046477 A CN 108046477A
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China
Prior art keywords
packed tower
sewage
equipment
pump
water
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CN201711448457.9A
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Chinese (zh)
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CN108046477B (en
Inventor
汪君晖
谢应权
陈明翠
陈志军
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Chongqing Neide Environmental Technology Co ltd
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Chongqing Snyder Water Treatment Technology Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/283Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/725Treatment of water, waste water, or sewage by oxidation by catalytic oxidation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/18PO4-P
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The invention belongs to water treatment fields.Specifically, the present invention provides equipment that is a kind of while removing COD and total phosphorus, including at least one sewage treatment unit, the sewage treatment unit includes packed tower and premixing device, water inlet is equipped at the top of the packed tower, bottom is equipped with water outlet, catalytic filler is equipped in the packed tower, the premixing device includes dosing tank, constant displacement pump, sewage pump and premix slot, the premix slot is connected by pipeline with the sewage pump, the dosing tank is connected by the constant displacement pump with the premix slot, the premix slot is connected by pipeline with the water inlet of the packed tower.The novel combination of the equipment utilization oxidant and catalytic filler achievees the purpose that remove COD while efficient dephosphorization, and water outlet phosphorus is up to earth's surface three classes water quality standard.

Description

Equipment that is a kind of while removing COD and total phosphorus
Technical field
The invention belongs to water treatment fields, and in particular to a kind of while equipment that removes COD and total phosphorus.
Background technology
COD, total nitrogen and total phosphorus are three kinds of pollutants common in sewage.In general, urban wastewater treatment firm is using biology Processing-activated sludge technology carries out degradation removal pollutant by the effect of microorganism.But effect of the microorganism to dephosphorization Very limited, the removal rate of phosphorus is only 60%-70%, it is impossible to ensure to stably reach the Effluent criteria requirement of 0.5mg/L, so needing Enhancements are taken, increases chemical module and carrys out reinforced phosphor-removing effect.Chemical dephosphorization i.e. by add chemical agent formed it is insoluble Then the calcium phosphate precipitation object of property is removed from sewage phosphorus by precipitation.Mainly have for the medicament of chemical dephosphorization:Aluminium Salt (such as aluminum sulfate, aluminium chloride), calcium salt and molysite (such as ferric trichloride, ferric sulfate, ferrous sulfate) and polymerization macromolecule Coagulant, flocculant (such as PAC, PAM) etc..This method added amount of chemical is big, about 60-200mg/L, and generates a large amount of sludge and make Into secondary pollution, sludge treatment difficulty is big, costly.
The content of the invention
The technical problems to be solved by the invention are to provide equipment that is a kind of while removing COD and total phosphorus, reach efficient The purpose of COD is removed while dephosphorization, and water outlet phosphorus is up to earth's surface three classes water quality standard.
To achieve these goals, the technical solution used in the present invention is:It is a kind of while remove setting for COD and total phosphorus Standby, including at least one sewage treatment unit, the sewage treatment unit includes packed tower and premixing device,
Water inlet is equipped at the top of the packed tower, bottom is equipped with water outlet, catalytic filler is equipped in the packed tower,
The premixing device include dosing tank, constant displacement pump, sewage pump and premix slot, it is described premix slot by pipeline with The sewage pump is connected, and the dosing tank is connected by the constant displacement pump with the premix slot, and the premix slot passes through pipe Road is connected with the water inlet of the packed tower.
The action principle of the equipment is as follows:The oxidant and sewage after hybrid reaction, pass through in the premix slot The water inlet, which enters in the packed tower, to be catalyzed, is adsorbed, being filtered, and is then discharged by the water outlet.
Based on the above technical solutions, the present invention can also have following further specific choice or optimum choice.
Specifically, the weight percent of the catalytic filler is:Activated carbon 60%-80%, iron hydroxide 10-30%, gold Metal catalyst 5-10%.
Preferably, oxidant is equipped in the dosing tank, the oxidant is ferrate.
The action principle of the equipment is as follows:Ferrate and sewage after hybrid reaction, pass through institute in the premix slot Water inlet is stated into catalytic reaction is carried out in the packed tower, adsorption filtration is then discharged by the water outlet.Ferrate Active ingredient is (FeO4)2-, there is strong oxidizing property, play the role of oxidation, sterilization, flocculation, deodorization.The ferrate easily with Redox reaction occurs for Organic substance in water, achievees the purpose that remove COD, while the Fe generated3+Facile hydrolysis generates Fe (OH)3, Filler surface is enriched in through media filtration, with the consumption of the proper constituent iron hydroxide in additional fillers, iron hydroxide is being urged again Under the catalytic action of agent with phosphate reaction:Fe(OH)3+H2PO4 -+H+→FePO4+3H2O, rear ferric phosphate are modified filler mistake Filter absorption.Play the role of while remove COD, TP.And since the adsorption filtration of modified filler acts on, greatly reduce medicament Dosage, and generated without sludge.
Specifically, the filling height of the packed tower is less than or equal to the 70% of the filler tower height degree.
Preferably, the ferrate is barium ferrate, Na2Fe04 or potassium ferrate.
Stabilization aid is also added specifically, being additionally added in the dosing tank, such as sodium metasilicate.
Specifically, the metallic catalyst is manganese, the simple substance such as platinum, palladium, rhodium, silver, ruthenium and titanium or manganese dioxide, palladium bichloride Etc. compounds.
Preferably, the packing material size in the packed tower is 0.5-1.2mm, and nonuniformity coefficient is less than or equal to 1.7, compares table Area is 1000-2000m2/g。
Specifically, further including backwashing equipment, the backwashing equipment is made of cleaning pump and filtered water tank, the packed tower Bottom is equipped with backwash water inlet and top is equipped with backwash water outlet, and described flushing pump one end is connected with filtered water tank, the other end and institute State the backwash water inlet connection of packed tower.
The backwashing equipment is by electric control system controls.
The backwashing equipment can prevent catalytic filler tower to be contaminated particle blocking, and filter resistance increase makes flow Decline.Backwashing period is 2-6d, backwashing time 15-30min, by electric control system controls.
It should be noted that equipment that is described while removing COD and total phosphorus can be superimposed use, it is dirty by that will treat Water adds oxidant and again into the catalysis of two level packed tower, forms multistage catalytic equipment.
Equipment that is a kind of while removing COD and total phosphorus, the quantity of the sewage treatment unit is two, and one of institute State the water outlet of the packed tower of sewage treatment unit and the sewage lifting of another sewage treatment unit Pump is connected by pipeline.
The action principle of the equipment is as follows:In the case of higher to the requirement of the degree of sewage disposal, multistage is used Sewage disposal device is conducive to advanced treatment of wastewater.By the sewage that oxidant and the first water outlet are discharged in the second premix slot After hybrid reaction, entered by the second water inlet in the second packed tower and carry out catalytic reaction, adsorption filtration then goes out by second It discharges at the mouth of a river.
In addition, the present invention also provides methods that is a kind of while removing COD and total phosphorus, include the following steps:
1) sewage and oxidant are subjected to premixing reaction;
2) mixture after reaction is subjected to catalytic reaction, adsorption filtration into packed tower by pipeline;
Wherein, the weight percent of catalytic filler is in the packed tower:Activated carbon 60%-80%, iron hydroxide 10- 30%, metallic catalyst 5-10%.
Specifically, the filling height of the packed tower is less than or equal to the 70% of the filler tower height degree.
Preferably, the oxidant is ferrate, and the ferrate is barium ferrate, Na2Fe04 or ferric acid Potassium.
Specifically, stabilization aid is also added in the reaction mixture, such as sodium metasilicate.
Specifically, the metallic catalyst is manganese, the simple substance such as platinum, palladium, rhodium, silver, ruthenium and titanium or manganese dioxide, palladium bichloride Etc. compounds.
Preferably, the packing material size in the packed tower is 0.5-1.2mm, and nonuniformity coefficient is less than or equal to 1.7, compares table Area is 1000-2000m2/g。
Specifically, the method further includes backwash step, the negative direction in clear water along drainage flow direction, which washes away at a high speed, to be filled out Filler in tower is expected, so as to play the role of recoil.The backwash step can prevent catalytic filler tower to be contaminated particle blocking, mistake Filter Resistance increases, and declines flow.Backwashing period is 2-6d, backwashing time 15-30min, by electric control system controls.
Compared with prior art, the beneficial effects of the invention are as follows:Pass through being used cooperatively for oxidant and catalytic filler, a side Face make use of the performance of strong oxidizer (ferrate) oxygenolysis organic matter, high while organic cod in removing sewage Ferrous acid salt hydrolysis generate the oxyhydroxide of iron, react with phosphate and generate ferric phosphate flco;On the other hand due to modification Filler there is large specific surface area in itself, the strong effect of adsorption capacity may filter that the complete phosphate of absorption unreacted and phosphoric acid Iron.Filler passes through Modification iron hydroxide and load type metal catalyst, effectively accelerates the progress of chemical reaction, instead Shorten 10 times or so than conventional chemical precipitation dephosphorization method between seasonable.Ferrate oxidation is decomposed, and hydrolyzes the iron carbonyl oxidation of generation The iron hydroxide that an object part can be used in additional fillers.Due to the filtering adsorption and dephosphorization in combination with ferrate and filler Effect so as to reduce the usage amount of medicament, is only about the 1% of traditional chemical dephosphorization process dosage, and is generated without sludge.
Description of the drawings
Fig. 1 is the schematic diagram of equipment that is provided by the invention a kind of while removing COD and total phosphorus.
Fig. 2 is the multistage catalytic embodiment schematic diagram of equipment that is provided by the invention a kind of while removing COD and total phosphorus.
In attached drawing, parts list represented by the reference numerals is as follows:
1st, dosing tank;2nd, sewage pump;3rd, slot is premixed;4th, packed tower;5th, clear water reserviors;6th, constant displacement pump;7th, cleaning pump; 10th, equipment water outlet;20th, back-flushing is intake;21st, back-flushing water outlet;31st, the first premix slot;41st, the first packed tower;32nd, second is pre- Mixed slot;42nd, the second packed tower.
Specific embodiment
For a better understanding of the present invention, below in conjunction with the accompanying drawings and the specific embodiment content that the present invention is furture elucidated, But present disclosure is not limited solely to the following examples.
As shown in Figure 1, the present invention provides equipment that is a kind of while removing COD and total phosphorus, at least one sewage Unit is managed, the sewage treatment unit includes packed tower 4 and premixing device,
4 top of packed tower is equipped with water inlet, and bottom is equipped with water outlet, catalytic filler is equipped in the packed tower 4,
The premixing device includes dosing tank 1, constant displacement pump 6, sewage pump 2 and premix slot 3, and the premix slot 3 passes through Pipeline is connected with the sewage pump 2, and the dosing tank 1 is connected by the constant displacement pump 6 with the premix slot 3, described pre- Mixed slot 3 is connected by pipeline with the water inlet of the packed tower 4.
As shown in Fig. 2, the present invention provides equipment that is a kind of while removing COD and total phosphorus, the sewage treatment unit Quantity is two, and the water outlet of the packed tower of one of them sewage treatment unit and another described sewage The sewage pump of processing unit is connected by pipeline.
Specifically, further including backwashing equipment, the backwashing equipment is made of cleaning pump and filtered water tank, the packed tower Bottom is equipped with backwash water inlet and top is equipped with backwash water outlet, and described flushing pump one end is connected with filtered water tank, the other end and institute State the backwash water inlet connection of packed tower.
Compared with prior art, advantages of the present invention is:
(1) combined oxidant+catalytic filler forms efficient decarburization dephosphorization new method, and water outlet total phosphorus is up to earth's surface three classes water gauge Accurate (≤0.3m/L);
(2) added amount of chemical is few, substantially reduces operating cost;
(3) sludge is not generated, non-secondary pollution incidentally removes organic matter, sterilization.
Embodiment 1:
As shown in Figure 1, certain sewage is promoted to by sewage pump 2 in premix slot 3, barium ferrate is stored by dosing tank 1, It is delivered to by constant displacement pump 6 in premix slot 3, sewage is reacted with barium ferrate in slot 3 is premixed, and is entered after reaction by water inlet Catalytic filler tower 4, the modified filler of the interior filling certain volume of the catalytic filler tower 4, wherein being respectively as mass fraction:It is living Property charcoal 60%, iron hydroxide 30%, manganese dioxide 10%.The filling adsorption filters off depollution object, and treated, and water passes through Water outlet is discharged.
Using provided by the invention a kind of while remove the device and method of COD and total phosphorus sewage treatment plant is treated Sewage carries out advanced treating, and water quality significantly improves.Specific wastewater treatment efficiency is as shown in the table:
Project COD(mg/L) TP(mg/L)
Influent quality 50-60 0.5-2.5
Effluent quality of the present invention ≤30 ≤0.1
Removal rate of the present invention 50% 90%
Embodiment 2:
As shown in Fig. 2, certain sanitary sewage is promoted to by sewage pump in the first premix slot 31, Na2Fe04 is by dosing Case 1 is stored, and stabilization aid sodium metasilicate is additionally added into dosing tank 1, is delivered to by constant displacement pump 6 in the first premix slot 31, sewage It is reacted with Na2Fe04 in the first premix slot 31, by water inlet into the first catalytic filler tower 41 after reaction, described first The modified filler of filling certain volume in catalytic filler tower, wherein being respectively as mass fraction:Activated carbon 60%, iron hydroxide 30%, silver-colored simple substance 10%.The filling adsorption filters off depollution object, and treated, and water is discharged by water outlet.By water outlet The sewage of discharge is promoted to again by sewage pump in the second premix slot 32, and Na2Fe04 is stored by dosing tank 1, by fixed Amount pump 6 is delivered in the second premix slot 32, and sewage is reacted with Na2Fe04 in the second premix slot 32, passes through water inlet after reaction Into the second catalytic tower 42, the modified filler of filling certain volume, wherein activated carbon 70% in the second catalytic filler tower 42, Iron hydroxide 20%, titanium simple substance 10%.The filling adsorption filters off depollution object, and treated, and water is set by water outlet Standby water outlet 10.
Compared with the sewage handled by sewage treatment plant's conventional method, the sewage quality handled by the present invention significantly improves. Specific wastewater treatment efficiency is as shown in the table:
Embodiment 3:
As shown in Fig. 2, breeding wastewater is promoted to by sewage pump in premix slot, potassium ferrate is stored by dosing tank 1, Stabilization aid sodium metasilicate is additionally added into dosing tank 1, is delivered to by constant displacement pump 6 in the first premix slot 31, sewage and ferric acid Potassium reacts in the first premix slot 31, enters the first catalytic filler tower 41, first catalytic filler by water inlet after reaction The modified filler of filling certain volume in tower 41, wherein being respectively as mass fraction:Activated carbon 80%, iron hydroxide 10%, Manganese simple substance 10%.The filling adsorption filters off depollution object, and treated, and water is discharged by water outlet.By water outlet discharge Sewage is promoted to by sewage pump in the second premix slot 32, and potassium ferrate is stored by dosing tank 1, is conveyed by constant displacement pump 6 Into the second premix slot 32, sewage is reacted with potassium ferrate in the second premix slot 32, enters second by water inlet after reaction Catalytic filler tower 42, the wherein modified filler of the interior filling certain volume of the second catalytic filler tower 42, activated carbon 70%, hydrogen-oxygen Change iron 25%, silver-colored simple substance 5%.The filling adsorption filters off depollution object, and treated, and water is gone out by water outlet progress equipment Water 10.
In addition, every 2 days, the clear water in clear water reserviors 5 is subjected to back-flushing water inlet 20, the back-flushing using cleaning pump 7 It washes away the filler in packed tower 41 and 42 at a high speed along the negative direction in drainage flow direction, then carries out back-flushing water outlet 21.It is described Backwash step can prevent catalytic filler tower 41 and 42 to be contaminated particle and block, and filter resistance increase declines flow.Instead Washing time 15-30min, by electric control system controls.
Compared with the sewage handled by sewage treatment plant's conventional method, the sewage quality handled by the present invention significantly improves. Specific wastewater treatment efficiency is as shown in the table:
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all the present invention spirit and Within principle, any modifications, equivalent replacements and improvements are made should all be included in the protection scope of the present invention.

Claims (4)

1. equipment that is a kind of while removing COD and total phosphorus, which is characterized in that including at least one sewage treatment unit, the dirt Water treatment unit includes packed tower (4) and premixing device,
Water inlet is equipped at the top of the packed tower (4), bottom is equipped with water outlet, catalytic filler is equipped in the packed tower (4),
The premixing device includes dosing tank (1), constant displacement pump (6), sewage pump (2) and premix slot (3), the premix slot (3) it is connected by pipeline with the sewage pump (2), the dosing tank (1) passes through the constant displacement pump (6) and the premix slot (3) connect, the premix slot (3) is connected by pipeline with the water inlet of the packed tower (4).
2. equipment that is according to claim 1 a kind of while removing COD and total phosphorus, it is characterised in that:The packed tower Filling height is less than or equal to the 70% of the filler tower height degree.
3. equipment that is according to claim 1 a kind of while removing COD and total phosphorus, it is characterised in that:Further include backwash Equipment, the backwashing equipment are made of cleaning pump and filtered water tank, and the packed tower lower end is equipped with backwash water inlet and upper end is set There is backwash water outlet, described flushing pump one end is connected with filtered water tank, and the other end is connected with the backwash water inlet of the packed tower.
4. equipment that is a kind of according to claim 1-3 any one of them while removing COD and total phosphorus, it is characterised in that:It is described The quantity of sewage treatment unit is two, and the water outlet of the packed tower (4) of one of them sewage treatment unit Mouth is connected with the sewage pump (2) of sewage treatment unit another described by pipeline.
CN201711448457.9A 2017-12-27 2017-12-27 Equipment for simultaneously removing COD and total phosphorus Active CN108046477B (en)

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Cited By (1)

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Publication number Priority date Publication date Assignee Title
CN112850680A (en) * 2021-02-26 2021-05-28 桂林理工大学 Method for preparing anhydrous iron phosphate by ferrate self-reduction reaction

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Address after: 401320 No. 6, Shifo Road, Jieshi Town, Banan District, Chongqing

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Address before: 401121 No. 6 Yangliu Road, North Yubei District, Chongqing

Patentee before: CHONGQING NAIDE WATER TREATMENT TECHNOLOGY CO.,LTD.

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