CN107739097A - A kind of sewage disposal system of decarburization dephosphorization - Google Patents
A kind of sewage disposal system of decarburization dephosphorization Download PDFInfo
- Publication number
- CN107739097A CN107739097A CN201711194563.9A CN201711194563A CN107739097A CN 107739097 A CN107739097 A CN 107739097A CN 201711194563 A CN201711194563 A CN 201711194563A CN 107739097 A CN107739097 A CN 107739097A
- Authority
- CN
- China
- Prior art keywords
- reaction zones
- sewage disposal
- disposal system
- inlet pipe
- water inlet
- 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.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
This application provides a kind of sewage disposal system of decarburization dephosphorization, described system includes a shell, ABR reaction zones and MBR reaction zones are provided with described shell, described ABR reaction zones include multiple anaerobic baffle plate reative cells, two adjacent anaerobic baffle plate reative cells by one group of dividing plate and deflection plate separately, described system also includes a regulating reservoir, water inlet pipe, one end of described water inlet pipe is communicated to described regulating reservoir, the other end of described water inlet pipe is respectively communicated to multiple anaerobic baffle plate reative cells, an intake pump for being used to be delivered to the sewage in described regulating reservoir respectively in described anaerobic baffle plate reative cell is additionally provided with described water inlet pipe.
Description
Technical field
The application is related to a kind of sewage disposal system of decarburization dephosphorization.
Background technology
In the prior art, the whole nation is annual produces domestic sewage in rural areas hundred million t about more than 80, wherein 96% domestic sewage in rural areas
It is unprocessed directly to discharge, turn into one of primary pollution source of China's water pollution, therefore, the exploitation of denitrogenation of waste water dephosphorization process
Receive much concern.ABR reactors can effectively go removal organic polluter and suspension, energy consumption low, and MBR reactors effluent quality is good, accounts for
Ground area is small.And high energy consumption and fouling membrane are an important factor for limiting membrane bioreactor extensive use.
Apply for content
The application technical problems to be solved are to provide a kind of sewage disposal system of decarburization dephosphorization.
In order to solve the above-mentioned technical problem, this application provides a kind of sewage disposal system of decarburization dephosphorization, described is
System includes a shell, and ABR reaction zones and MBR reaction zones are provided with described shell, and described ABR reaction zones are detested including multiple
Oxygen deflection plate reative cell, by one group of dividing plate and deflection plate separately, described is adjacent two anaerobic baffle plate reative cells
System also includes a regulating reservoir, water inlet pipe, and one end of described water inlet pipe is communicated to described regulating reservoir, described water inlet pipe it is another
One end is respectively communicated to multiple anaerobic baffle plate reative cells, and one is additionally provided with described water inlet pipe and is used for described regulation
Sewage in pond is delivered to the intake pump in described anaerobic baffle plate reative cell respectively.
Preferably, the grid for filter sewage is additionally provided with described regulating reservoir, described grid level
It is arranged in described regulating reservoir.
Preferably, the upper end of described dividing plate and the top of described shell have a space, described deflection plate
Bottom and the bottom of described shell have a space, and the bottom of described dividing plate has the oblique of the setting of both sides extension to the left and right
Face, the bottom of described deflection plate are provided with a kink, the face where described kink and the inclined-plane of adjacent dividing plate
It is arranged in parallel.
Preferably, the top of each described anaerobic baffle plate reative cell offers methane outlet.
Preferably, described ABR reaction zones and MBR reaction zones are separated using partition wall, and water supply is offered on described partition wall
The overfall of spilling.
Preferably, multiple biofilm reactors are provided with described MBR reaction zones.
Preferably, the bottom of described MBR reaction zones is provided with aeration tube, and multiple aerations are provided with described aeration tube
Hole, the air pump delivered the air in described aeration tube is provided with described aeration tube, and for measuring by gas
Flowmeter.
Preferably, the top of described MBR reaction zones is provided with the delivery port for outflow of supplying water, described MBR reaction zones
Downside is provided with the sediment outlet for sediment discharge.
A kind of sewage disposal system of described decarburization dephosphorization of the application, by way of segmental influent, avoids ABR anti-
Device is answered when starting under the conditions of compared with high organic loading, situations such as VFA is accumulated, pH is reduced easily occurs, prevents ABR operation failures.
Brief description of the drawings
Fig. 1 is a kind of overlooking the structure diagram of the sewage disposal system of decarburization dephosphorization described herein；
Fig. 2 is a kind of positive structure schematic of the sewage disposal system of decarburization dephosphorization described herein；
Fig. 3 is a kind of partial rear structural representation of the sewage disposal system of decarburization dephosphorization described herein,
Wherein：1st, ABR reaction zones；2nd, MBR reaction zones；11st, methane outlet；13rd, dividing plate；14th, deflection plate；131st, inclined-plane；
141st, kink；21st, delivery port；22nd, biofilm reactor；23rd, sediment exports；3rd, aeration tube；31st, air pump；32nd, flow
Meter；33rd, solarization air cap；4th, regulating reservoir；41st, grid；5th, water inlet pipe；51st, intake pump.
Embodiment
The application is described further with specific embodiment below in conjunction with the accompanying drawings, so that those skilled in the art can be with
More fully understand the application and can be practiced, but illustrated embodiment is not as the restriction to the application.
As illustrated, this application provides a kind of sewage disposal system of decarburization dephosphorization, described system includes a shell,
ABR reaction zones 1 and MBR reaction zones 2 are provided with described shell, it is anti-that described ABR reaction zones 1 include multiple anaerobic baffle plates
Answer room, adjacent two anaerobic baffle plate reative cells by one group of dividing plate 13 and deflection plate 14 separately, also wrap by described system
Include a regulating reservoir 4, water inlet pipe 5, one end of described water inlet pipe 5 is communicated to described regulating reservoir 4, described water inlet pipe 5 it is another
One end is respectively communicated to multiple anaerobic baffle plate reative cells, and one is additionally provided with described water inlet pipe 5 and is used for described tune
Sewage in section pond 4 is delivered to the intake pump 51 in described anaerobic baffle plate reative cell respectively.Also set in described regulating reservoir 4
The grid 41 for filter sewage is equipped with, described grid 41 is horizontal to be arranged in described regulating reservoir 4.It is described every
The upper end of plate 13 and the top of described shell have a space, the bottom of described deflection plate 14 and the bottom of described shell
Portion has a space, and the bottom of described dividing plate 13 has the inclined-plane 131 of the setting of both sides extension to the left and right, described deflection plate
14 bottom is provided with a kink 141, face and the phase of inclined-plane 131 of adjacent dividing plate 13 where described kink 141
Mutually it be arranged in parallel.The top of each described anaerobic baffle plate reative cell offers methane outlet 11.Described ABR reaction zones
1 and MBR reaction zones 2 are separated using partition wall, and the overfall for supplying water and overflowing is offered on described partition wall.Described MBR reaction zones 2
Inside it is provided with multiple biofilm reactors 22.The bottom of described MBR reaction zones 2 is provided with aeration tube 3, described aeration tube 3
On be provided with multiple solarization air caps 33, the air pump delivered the air in described aeration tube 3 is provided with described aeration tube 3
31, and for measuring the flowmeter 32 by gas.The top of described MBR reaction zones 2 is provided with the delivery port for outflow of supplying water
21, the downside of described MBR reaction zones 2 is provided with the sediment outlet 23 for sediment discharge.
A kind of sewage disposal system of described decarburization dephosphorization of the application, by way of segmental influent, avoids ABR anti-
Device is answered when starting under the conditions of compared with high organic loading, situations such as VFA is accumulated, pH is reduced easily occurs, prevents ABR operation failures.
Embodiment described above is only the preferred embodiment to absolutely prove the application and being lifted, the protection model of the application
Enclose not limited to this.The equivalent substitute or conversion that those skilled in the art are made on the basis of the application, in the application
Protection domain within.The protection domain of the application is defined by claims.
Claims (8)
1. a kind of sewage disposal system of decarburization dephosphorization, it is characterised in that described system includes a shell, in described shell
ABR reaction zones and MBR reaction zones are provided with,
Described ABR reaction zones include multiple anaerobic baffle plate reative cells, and adjacent two anaerobic baffle plate reative cells pass through one
Organize dividing plate and deflection plate separately,
Described system also includes a regulating reservoir, water inlet pipe, and one end of described water inlet pipe is communicated to described regulating reservoir, described
The other end of water inlet pipe be respectively communicated to multiple anaerobic baffle plate reative cells, being additionally provided with one on described water inlet pipe is used for
Intake pump sewage in described regulating reservoir being delivered to respectively in described anaerobic baffle plate reative cell.
2. a kind of sewage disposal system of decarburization dephosphorization as claimed in claim 1, it is characterised in that in described regulating reservoir also
The grid for filter sewage is provided with, described grid is horizontal to be arranged in described regulating reservoir.
A kind of 3. sewage disposal system of decarburization dephosphorization as claimed in claim 2, it is characterised in that the upper end of described dividing plate
Portion and the top of described shell have a space, and the bottom of described deflection plate and the bottom of described shell have
Gap, the bottom of described dividing plate have the inclined-plane of the setting of both sides extension to the left and right, and the bottom of described deflection plate is provided with
One kink, the face and the inclined-plane of adjacent dividing plate where described kink are arranged in parallel.
A kind of 4. sewage disposal system of decarburization dephosphorization as claimed in claim 3, it is characterised in that each described anaerobism folding
The top of flowing plate reative cell offers methane outlet.
A kind of 5. sewage disposal system of decarburization dephosphorization as claimed in claim 4, it is characterised in that described ABR reaction zones
Separated with MBR reaction zones using partition wall, the overfall for supplying water and overflowing is offered on described partition wall.
A kind of 6. sewage disposal system of decarburization dephosphorization as claimed in claim 5, it is characterised in that described MBR reaction zones
Inside it is provided with multiple biofilm reactors.
A kind of 7. sewage disposal system of decarburization dephosphorization as claimed in claim 6, it is characterised in that described MBR reaction zones
Bottom be provided with aeration tube, multiple solarization air caps are provided with described aeration tube, are provided with air on described aeration tube
The air pump being delivered in described aeration tube, and for measuring the flowmeter by gas.
A kind of 8. sewage disposal system of decarburization dephosphorization as claimed in claim 7, it is characterised in that described MBR reaction zones
Top be provided with the delivery port of outflow of supplying water, the sediment for sediment discharge is provided with the downside of described MBR reaction zones
Outlet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711194563.9A CN107739097A (en) | 2017-11-24 | 2017-11-24 | A kind of sewage disposal system of decarburization dephosphorization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711194563.9A CN107739097A (en) | 2017-11-24 | 2017-11-24 | A kind of sewage disposal system of decarburization dephosphorization |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107739097A true CN107739097A (en) | 2018-02-27 |
Family
ID=61238597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711194563.9A Pending CN107739097A (en) | 2017-11-24 | 2017-11-24 | A kind of sewage disposal system of decarburization dephosphorization |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107739097A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0180206A2 (en) * | 1984-11-02 | 1986-05-07 | Licentia Patent-Verwaltungs-GmbH | Bus bars package |
| CN202849154U (en) * | 2012-09-19 | 2013-04-03 | 北京格瑞奥环境科技有限公司 | Novel anaerobic membrane bioreactor for treating high-sulfate organic wastewater |
| CN103951062A (en) * | 2014-05-04 | 2014-07-30 | 中国石油大学(北京) | Anaerobic-aerobic baffled reactor |
-
2017
- 2017-11-24 CN CN201711194563.9A patent/CN107739097A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0180206A2 (en) * | 1984-11-02 | 1986-05-07 | Licentia Patent-Verwaltungs-GmbH | Bus bars package |
| CN202849154U (en) * | 2012-09-19 | 2013-04-03 | 北京格瑞奥环境科技有限公司 | Novel anaerobic membrane bioreactor for treating high-sulfate organic wastewater |
| CN103951062A (en) * | 2014-05-04 | 2014-07-30 | 中国石油大学(北京) | Anaerobic-aerobic baffled reactor |
Non-Patent Citations (2)
| Title |
|---|
| 吴鹏等: "基于ABR-MBR组合工艺不同进水C/N 比对反硝化除磷性能的影响机制", 环境科学, vol. 38, no. 9, pages 3781 - 3786 * |
| 彭举威等: "多点分区进水厌氧折流板反应器运行效能研究", 环境科学, vol. 30, no. 9, pages 2625 - 2629 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102531290B (en) | Method and device for sludge digestive fluid two-level biological denitrification | |
| CN201605210U (en) | Composite methane anaerobic reactor | |
| CN107804910A (en) | A kind of integrated energy-saving consumption reduction sewage disposal system | |
| CN104466216B (en) | A kind of storehouse deflector type microbiological fuel cell and use it to process waste water method of realizing zero power consumption | |
| CN107963780A (en) | A kind of sewage treatment unit | |
| CN201400622Y (en) | Multi-point backflow type IC anaerobe processing reactor | |
| CN207259324U (en) | Three-diemsnional electrode A/O integral type BAF Treated sewage reusing devices | |
| CN103755021B (en) | A kind of improvement upflow type anaerobic ammoniation reactor and method for the treatment of high organic nitrogen dyeing waste water | |
| CN210048631U (en) | Integrated distributed rural sewage treatment device | |
| CN207537224U (en) | A kind of sewage disposal system of decarburization dephosphorization | |
| CN104876327B (en) | Folded plate membrane assembly for retarding membrane pollution in membrane bioreactor | |
| CN107739097A (en) | A kind of sewage disposal system of decarburization dephosphorization | |
| CN106882870B (en) | Anaerobic bioreactor for treating high-concentration refractory organic wastewater | |
| CN101585601A (en) | Monomer ultra-large volume steel post cone high-temperature anaerobic fermentation system | |
| CN211056798U (en) | Concentric sleeve type MFBR rural sewage treatment device | |
| CN209778596U (en) | Circulating denitrification biomembrane reactor | |
| CN207537219U (en) | A kind of integrated energy-saving consumption reduction sewage disposal system | |
| CN209890436U (en) | Integrated stabilization pond equipment for treating dispersive sewage | |
| CN202881058U (en) | High-concentration alcohol wastewater treatment system | |
| CN208648873U (en) | A kind of anaerobic reactor and organic printing and dyeing wastewater treatment system containing the reactor | |
| CN209226681U (en) | Integral biological filter bed denitrogenation A-O-A-O sewage treatment unit | |
| CN207142918U (en) | Exterior circulation UASB reactor | |
| CN203392982U (en) | High-concentration organic wastewater treatment device | |
| CN206872522U (en) | A kind of integral type three-level AO sewage disposal systems | |
| CN218115113U (en) | Anaerobic membrane bioreactor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |