CN206173163U - Wastewater treatment device - Google Patents
Wastewater treatment device Download PDFInfo
- Publication number
- CN206173163U CN206173163U CN201620719698.7U CN201620719698U CN206173163U CN 206173163 U CN206173163 U CN 206173163U CN 201620719698 U CN201620719698 U CN 201620719698U CN 206173163 U CN206173163 U CN 206173163U
- Authority
- CN
- China
- Prior art keywords
- regulating reservoir
- reaction tank
- liquid
- equalizing basin
- pond
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses a wastewater treatment device, just heavy pond, the equalizing basin, the reaction tank, the anaerobism pond, good oxygen pond, it is consecutive that standard drainage port passes through the pipeline, set up the grid at the equalizing basin front end, set up the aeration district on one side of the equalizing basin, set up equalizing basin agitating unit in the equalizing basin, it summons the ware to set up the liquid level on one side of the equalizing basin, the equalizing basin links to each other with the waste water elevator pump, set up reaction tank agitating unit in the reaction tank, the reaction tank is stored with reaction liquid and is irritated continuous, the bottom in anaerobism pond sets up the mud reaction zone, set up gas -liquid -solid three -phase separator above the mud reaction zone, set up the air chamber above gas -liquid -solid three -phase separator, set up bio - packing layer at good oxygen bottom of the pool end. The utility model discloses process flow is simple, long service life, the investment cost is few, operation maintenance is convenient, the running cost is low, the treatment effect is stable.
Description
Technical field
This utility model belongs to sewage treatment area, relates in particular to wastewater treatment equipment.
Background technology
For the process purified to which by the water quality requirement for making sewage reach a certain water body of draining or to reuse.At sewage
Reason is widely used in the every field such as building, agricultural, traffic, the energy, petrochemical industry, environmental protection, urban landscape, medical treatment, food and drink, also gets over
To come into more the daily life of common people.By sewage source classify, sewage disposal be generally divided into production wastewater treatment and
Sanitary sewage disposal.Production waste includes trade effluent, rural sewage and medical sewage etc., and sanitary sewage is exactly daily life
The sewage of life birth life, refers to the complex mixture of various forms of inorganic matters and Organic substance, including：1. the size for floating and suspending
Solid particle；2. gluey and gel diffusate；3. pure solution.The method for processing sewage is a lot, can typically be summarized as Physical,
Chemical method and bioanalysises etc..
Utility model content
In order to overcome the deficiencies in the prior art, the purpose of this utility model to be to provide wastewater treatment equipment.
Therefore, the technical solution of the utility model is as follows：
Wastewater treatment equipment, including preliminary sedimentation tank, regulating reservoir, aeration zone, regulating reservoir agitating device, liquid level communication device, waste water
Elevator pump, reaction tank, reactant liquor storage filling, reaction tank agitating device, anaerobic pond, air chamber, gas-liquid-solid three-phase separator, sludge are anti-
Answer area, Aerobic Pond, biologic packing material floor, effluent standard mouth, PH On-line Control instrument, ultrasonic open channel flowmeter, COD in-line analyzers
And grille well；Preliminary sedimentation tank, regulating reservoir, reaction tank, anaerobic pond, Aerobic Pond, effluent standard mouth are sequentially connected by pipeline, are being adjusted
Pond front end arranges grille well, arranges aeration zone in regulating reservoir side, arranges regulating reservoir agitating device, in regulating reservoir in regulating reservoir
Side arranges liquid level communication device, and regulating reservoir is connected with waste water lifting pump, arranges reaction tank agitating device in reaction tank, reaction tank and
Reactant liquor storage is filled and is connected, and the bottom of anaerobic pond arranges sludge reaction area, above sludge reaction area arranges gas-liquid-solid three-phase point
From device, air chamber is set above gas-liquid-solid three-phase separator, biologic packing material layer is set in Aerobic Pond bottom.
And, described anaerobic pond is closing.
And, anaerobe is mixed with the sludge reaction area in described anaerobic pond.
And, the biologic packing material layer surface of described Aerobic Pond is provided with aerobic bacteria.
And, PH On-line Control instrument is set on described effluent standard mouth.
And, on described effluent standard mouth, ultrasonic open channel flowmeter is set.
And, COD in-line analyzers are set on described effluent standard mouth.
The beneficial effects of the utility model are：Technological process is simple, long service life, investment cost are few, Operation and Maintenance side
Just, operating cost is low, treatment effect is stable.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
Wherein 1 is preliminary sedimentation tank, and 2 is regulating reservoir, and 2-1 is aeration zone, and 2-2 is regulating reservoir agitating device, and 2-3 is that liquid level is summoned
Device, 2-4 are waste water lifting pump, and 3 is reaction tank, and 3-1 is that reactant liquor storage is filled, and 3-2 is reaction tank agitating device, and 4 is anaerobic pond,
4-1 is air chamber, and 4-2 is gas-liquid-solid three-phase separator, and 4-3 is sludge reaction area, and 5 is Aerobic Pond, and 5-1 is biological packing layer, and 6 are
Effluent standard mouth, 6-1 are PH On-line Control instrument, and 6-2 is ultrasonic open channel flowmeter, and 6-3 is COD in-line analyzers, and 7 is grid
Well.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is described in detail.
Wastewater treatment equipment, including preliminary sedimentation tank, regulating reservoir, aeration zone, regulating reservoir agitating device, liquid level communication device, waste water
Elevator pump, reaction tank, reactant liquor storage filling, reaction tank agitating device, anaerobic pond, air chamber, gas-liquid-solid three-phase separator, sludge are anti-
Answer area, Aerobic Pond, biologic packing material floor, effluent standard mouth, PH On-line Control instrument, ultrasonic open channel flowmeter, COD in-line analyzers
And grille well；Preliminary sedimentation tank, regulating reservoir, reaction tank, anaerobic pond, Aerobic Pond, effluent standard mouth are sequentially connected by pipeline, are being adjusted
Pond front end arranges grille well to block except drift, and hole arranges aeration zone in regulating reservoir side, in regulating reservoir away from no more than 5mm
Interior setting regulating reservoir agitating device, arranges liquid level communication device in regulating reservoir side, and regulating reservoir is connected with waste water lifting pump, regulating reservoir
Interior dwell time of sewage is not less than 4 hours, and reaction tank agitating device, reaction tank agitating device stirring intensity are arranged in reaction tank
Gt≤25,000, G=250S-1, P=2.02KW, power is 3.75KW, and reaction tank is filled with reactant liquor storage and is connected, and anaerobic pond is
Closing, the bottom of anaerobic pond arranges sludge reaction area, and sludge reaction is mixed with anaerobe in area, arranges above sludge reaction area
Gas-liquid-solid three-phase separator, arranges air chamber above gas-liquid-solid three-phase separator, arranges biologic packing material layer in Aerobic Pond bottom, raw
Thing filler layer surface is provided with aerobic bacteria.Arrange PH On-line Control instrument, ultrasonic open channel flowmeter and COD to exist on effluent standard mouth
Line analysis instrument.
Exemplary description is done above to this utility model, it should explanation, without departing from core of the present utility model
In the case of the heart, any simple deformation, modification or other skilled in the art can not spend creative work etc.
Protection domain of the present utility model is each fallen within replacing.
Claims (1)
1. wastewater treatment equipment, it is characterised in that：Pass including preliminary sedimentation tank, regulating reservoir, aeration zone, regulating reservoir agitating device, liquid level
News device, waste water lifting pump, reaction tank, reactant liquor storage filling, reaction tank agitating device, anaerobic pond, air chamber, gas-liquid-solid three-phase are separated
Device, sludge reaction area, Aerobic Pond, biologic packing material floor, effluent standard mouth, PH On-line Control instrument, ultrasonic open channel flowmeter, COD
In-line analyzer and grille well；Preliminary sedimentation tank, regulating reservoir, reaction tank, anaerobic pond, Aerobic Pond, effluent standard mouth pass through pipeline successively
It is connected, grille well is set in regulating reservoir front end, aeration zone is set in regulating reservoir side, regulating reservoir stirring dress is set in regulating reservoir
Put, liquid level communication device is set in regulating reservoir side, regulating reservoir is connected with waste water lifting pump, reaction tank stirring dress is set in reaction tank
Put, reaction tank is filled with reactant liquor storage and is connected, and the bottom of anaerobic pond arranges sludge reaction area, above sludge reaction area arranges gas
Liquid solid three-phase separator, arranges air chamber above gas-liquid-solid three-phase separator, arranges biologic packing material layer in Aerobic Pond bottom, described
Anaerobic pond be closing, PH On-line Control instrument, ultrasonic open channel flowmeter and COD are set on described effluent standard mouth and are existed
Line analysis instrument.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620719698.7U CN206173163U (en) | 2016-07-08 | 2016-07-08 | Wastewater treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620719698.7U CN206173163U (en) | 2016-07-08 | 2016-07-08 | Wastewater treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206173163U true CN206173163U (en) | 2017-05-17 |
Family
ID=58673867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620719698.7U Expired - Fee Related CN206173163U (en) | 2016-07-08 | 2016-07-08 | Wastewater treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206173163U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107285572A (en) * | 2017-08-04 | 2017-10-24 | 南京河海环境研究院有限公司 | A kind of biochemistry pool |
-
2016
- 2016-07-08 CN CN201620719698.7U patent/CN206173163U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107285572A (en) * | 2017-08-04 | 2017-10-24 | 南京河海环境研究院有限公司 | A kind of biochemistry pool |
| CN107285572B (en) * | 2017-08-04 | 2023-08-08 | 南京河海环境研究院有限公司 | Biochemical pool |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170517 Termination date: 20180708 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |