CN204981327U - Carrier biofilm reactor is removed in circulation - Google Patents
Carrier biofilm reactor is removed in circulation Download PDFInfo
- Publication number
- CN204981327U CN204981327U CN201520557460.4U CN201520557460U CN204981327U CN 204981327 U CN204981327 U CN 204981327U CN 201520557460 U CN201520557460 U CN 201520557460U CN 204981327 U CN204981327 U CN 204981327U
- Authority
- CN
- China
- Prior art keywords
- reactor
- circulation
- carrier
- biofilm reactor
- biofilm
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model relates to a carrier biofilm reactor is removed in circulation, including the biofilm reactor body, top -down has set gradually spout hole, inlet tube on the reactor to and the apopore, its characterized in that: the bottom corner of reactor is polygonized structure, and reactor portion is provided with the guide plate, and the aeration pipe upwards extends from the bottom, carries out the aeration to reactor portion and handles, reactor portion is provided with the baffle, and the baffle bottom is provided with the round hole, plays filter effects, and the reactor bottom is provided with the mud pipe that open side down. The utility model has the advantages of: through the forced circulation of guide plate, messenger carrier biofilm reactor is removed in circulation's water conservancy blending compares with general moving bed biofilm reactor and is obviously improved, and circulation, the mixed mass transfer effect of carrier in full pond is better, has the dead angle in the pond hardly.
Description
Technical field
The utility model relates to a kind of circulated moving carrier biofilm reactor.
Background technology
MBBR is the new and effective biomembrance process wastewater treatment equipment of one developed on the basis of biological contact oxidation process and biological fluidized bed in recent years, it had both had traditional biological embrane method anti impulsion load, mud age is long, surplus sludge volume is few feature, had again the high efficiency of activated sludge process and going slick property.Research both domestic and external also proves, MBBR process sanitary sewage, trade effluent and denitrogenation dephosphorizing all have good effect.Due to the restriction of pond type and aerating apparatus, the mobile status of bio-carrier in moving-burden bed reactor is unbalanced, there is dead band to some extent in pond, and mixing mass transfer effect is affected; For ensureing the loopy moving of carrier, required drive consumption is higher, still needs to be improved in hydraulic flow dynamic characteristic and energy consumption.
Summary of the invention
The utility model is in order to solve the problems of the technologies described above, provide a kind of circulated moving carrier biofilm reactor, the technical scheme taked is: comprise biofilm reactor body, reactor is disposed with overflow weir, water inlet pipe from top to bottom, and posticum, it is characterized in that: the bottom comers place of reactor is polygonized structure, and inside reactor is provided with flow deflector, aeration tube upwards extends from bottom, carries out Air Exposure to inside reactor; Inside reactor is provided with dividing plate, is provided with circular hole bottom dividing plate, plays a role in filtering, and reactor bottom is provided with the shore pipe that Open Side Down.
The utility model has the advantage of: by the pump circulation of flow deflector, make the hydraulic flow dynamic characteristic of circulated moving carrier biofilm reactor with general MBBR compare be improved significantly, better, in pond, there is dead angle hardly in the circulation of carrier in full pond, mixing mass transfer effect.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
A kind of circulated moving carrier biofilm reactor, the technical scheme taked is: comprise biofilm reactor body, reactor is disposed with overflow weir 5, water inlet pipe 6 from top to bottom, and posticum 4, the bottom of reactor is Polygons nook is polygonized structure, inside reactor is provided with flow deflector 7, and the flow deflector of reactor plays good guide functions at this, and the flow characteristics that the shape changeable structure at base angle also improves reactor carries out pump circulation.Aeration tube 8 upwards extends from bottom, carries out Air Exposure to inside reactor; Inside reactor is provided with dividing plate 3, be provided with circular hole bottom dividing plate, under the promotion of upstream, filler defines good loopy moving in the reaction zone of reactor, mixed solution flow into settling region, right side from the circular hole 2 bottom dividing plate, and the primary water after precipitation is through the overflow weir overflow water outlet on top.Play a role in filtering, reactor bottom is provided with the shore pipe that Open Side Down.
Open Side Down for shore pipe 1, is conducive to relying on action of gravity to discharge mud, and compared with traditional horizontal shore pipe, spoil disposal efficiency is higher.
At the filler loopy moving ensured in whole reactor with under meeting the aerobic prerequisite of microbial respiratory, gas-water ratio remains on 10:1, and each cycle stability runs 20 days, to ensure to obtain steady result.
After adopting the utility model, when bubble rises at a high speed after air-diffuser release, while being subject to flow shear, clash into carrier surface, make bubbles burst, diameter reduces, and correspondingly increases contact area, also promote the water circulation between support voids in addition, touched more current.Thus, in the operational process of circulated moving carrier biofilm reactor, obviously can compress the thickness of air film and liquid film, increase contact gear ratio surface-area, thus substantially increase the mass transfer velocity of oxygen.
Claims (1)
1. a circulated moving carrier biofilm reactor, comprise biofilm reactor body, reactor is disposed with overflow weir, water inlet pipe from top to bottom, and posticum, it is characterized in that: the bottom comers place of reactor is polygonized structure, inside reactor is provided with flow deflector, and aeration tube upwards extends from bottom, carries out Air Exposure to inside reactor; Inside reactor is provided with dividing plate, is provided with circular hole bottom dividing plate, plays a role in filtering, and reactor bottom is provided with the shore pipe that Open Side Down.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520557460.4U CN204981327U (en) | 2015-07-29 | 2015-07-29 | Carrier biofilm reactor is removed in circulation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520557460.4U CN204981327U (en) | 2015-07-29 | 2015-07-29 | Carrier biofilm reactor is removed in circulation |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204981327U true CN204981327U (en) | 2016-01-20 |
Family
ID=55115714
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520557460.4U Expired - Fee Related CN204981327U (en) | 2015-07-29 | 2015-07-29 | Carrier biofilm reactor is removed in circulation |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204981327U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105923939A (en) * | 2016-07-18 | 2016-09-07 | 程晨 | Combined sewage treatment unit and use method thereof |
CN106007225A (en) * | 2016-07-18 | 2016-10-12 | 程晨 | Assembled water treatment unit and operating method thereof |
-
2015
- 2015-07-29 CN CN201520557460.4U patent/CN204981327U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105923939A (en) * | 2016-07-18 | 2016-09-07 | 程晨 | Combined sewage treatment unit and use method thereof |
CN106007225A (en) * | 2016-07-18 | 2016-10-12 | 程晨 | Assembled water treatment unit and operating method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103043870B (en) | Novel automatic-reflux biological sewage processor | |
CN103395948B (en) | Z-shaped gas stripping reflux two-stage precipitation integrated sewage treatment tank | |
CN202688032U (en) | Efficient air floatation water-purification reaction device | |
JP2021122821A (en) | Anaerobic treatment apparatus and anaerobic treatment method | |
CN108069524A (en) | A kind of ecological running water equipment in situ | |
CN104193082B (en) | A kind of quick treatment device of kitchen garbage, waste-water and method | |
CN204981327U (en) | Carrier biofilm reactor is removed in circulation | |
CN104891646A (en) | High-efficiency denitrification aerobic granular sludge reactor and sewage treatment method | |
CN107935180A (en) | A kind of domestic sewage in rural areas integrated equipment for wastewater treatment | |
CN101985384A (en) | Method for treating sewage by utilizing grid aeration tank | |
JP3641700B2 (en) | Water quality improvement system for closed water areas | |
CN207891135U (en) | A kind of ecological running water equipment in situ | |
CN207632598U (en) | Activated sludge wastewater processing equipment | |
CN103183412B (en) | Biochemical treatment device for sewage and treatment method thereof | |
CN217025458U (en) | Internal circulation synergistic coagulating sedimentation reactor | |
CN103011395B (en) | Membrane biological reaction system | |
CN211255632U (en) | Sewage treatment integration system suitable for rural area | |
CN204185344U (en) | Integrated sewage treating apparatus | |
CN204939072U (en) | A kind of efficient denitrification aerobic granular sludge reactor | |
CN212403632U (en) | Device for promoting aerobic floc sludge to be rapidly granulated by utilizing moving magnetic field | |
CN107176768A (en) | Utilize the method and device of vertical stream process sanitary sewage | |
CN103435148A (en) | Horizontal suspension sludge air-lift backflow method | |
CN207738577U (en) | Vertical current suspension bed integral domestic sewage treatment device | |
CN203212428U (en) | Integrated device for advanced treatment of refractory industrial wastewater | |
CN206970401U (en) | The device of the vertical three circulation technologies Treating Municipal Sewage of pulling flow type |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160120 Termination date: 20160729 |
|
CF01 | Termination of patent right due to non-payment of annual fee |