CN103265116A - Novel combined type anaerobic reactor - Google Patents
Novel combined type anaerobic reactor Download PDFInfo
- Publication number
- CN103265116A CN103265116A CN2013102452507A CN201310245250A CN103265116A CN 103265116 A CN103265116 A CN 103265116A CN 2013102452507 A CN2013102452507 A CN 2013102452507A CN 201310245250 A CN201310245250 A CN 201310245250A CN 103265116 A CN103265116 A CN 103265116A
- Authority
- CN
- China
- Prior art keywords
- anaerobic reactor
- anaerobic
- reactor
- combined type
- novel combined
- 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
Images
Classifications
-
- Y02W10/12—
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention relates to a novel combined type anaerobic reactor which can be used in combination. The novel combined type anaerobic reactor comprises 4 anaerobic reactors and is characterized in that anaerobic water enters the anaerobic reactor 1, the anaerobic reactor 2, the anaerobic reactor 3 and the anaerobic reactor 4 through anaerobic water inlet pipelines; sludge pipelines of the anaerobic reactor 1, the anaerobic reactor 2, the anaerobic reactor 3 and the anaerobic reactor 4 are interconnected; a sewage pipeline is arranged between the anaerobic reactor 1 and the anaerobic reactor 3; the sewage pipeline is arranged between the anaerobic reactor 2 and the anaerobic reactor 4; and the diameters of the anaerobic reactors are all 2.3 meters. The novel combined type anaerobic reactor has the advantages that the diameters are controlled to be less than 2.3 meters, concentrated manufacturing in a factor can be realized, road transportation is convenient, and the anaerobic reactors are all provided with standard interfaces so as to be interconnected, interworked, opened and closed conveniently.
Description
Technical field
The present invention relates to a kind of anaerobic reactor, particularly a kind of novel combination type anaerobic reactor of use capable of being combined.
Background technology
Existing anaerobic reactor all is the reactor that the water quality and quantity during by plant design is made, be in operation and finely adapt to when running into big fluctuation, the water yield can't afford to drive for a short time, the big processing of the water yield is not intact, waste water has changed kind and can not handle, and has directly influenced the normal operation of entire sewage treatment station, is to cause the principal element that water outlet is not up to standard or the row of stealing puts steathily, Environmental Protection Agency imposes a fine, limits the production, stops production, and enterprise and society have all been caused irremediable loss.
In the process of making, the anaerobic reactor diameter is generally all more than 5 meters, be subjected to the restriction of path transportation, generally all make at the construction field (site), personnel, equipment, material accessory etc. all need to solve at the scene, all in urban fringe area or countryside, there is inconvenience in situ production to factory's majority, and the result who causes is the rising of manufacturing cost.
Summary of the invention
In order to address the above problem, the invention provides a kind of novel combination type anaerobic reactor of use capable of being combined.
A kind of novel combination type anaerobic reactor comprises 4 anaerobic reactors, it is characterized in that; Anaerobism water enters anaerobic reactor 1, anaerobic reactor 2, anaerobic reactor 3, anaerobic reactor 4 by the anaerobism inlet channel; The sludge pipe of anaerobic reactor 1, anaerobic reactor 2, anaerobic reactor 3, anaerobic reactor 4 is interconnection; Between anaerobic reactor 1 and the anaerobic reactor 3 blow-off line is arranged, between anaerobic reactor 2 and the anaerobic reactor 4 blow-off line is arranged.
The anaerobism inlet channel enters anaerobic reactor 1 and anaerobic reactor 3 by the four-way bleeder earlier, and terminal enters anaerobic reactor 2 and anaerobic reactor 4 by the threeway bleeder.
Anaerobic reactor 1, anaerobic reactor 2, anaerobic reactor 3 and anaerobic reactor 4 diameters are 2.3 meters.
The connecting interface of anaerobism inlet channel, sludge pipe and blow-off line and anaerobic reactor is equipped with flange.
The present invention has following advantage:
1. the control of the overall diameter of the anaerobic reactor of each unit can be implemented in factory and concentrates manufacturing and make things convenient for Road transport below 2.3 meter.
2. each unit anaerobic reactor is provided with standard interface, can conveniently interconnect, opening and closing, can conveniently handle adjusting according to the water quality and quantity of waste water.
3. debugging initial stage, can only buy the granule sludge of a processing unit and inoculate debugging, finish the debugging of a unit, can conveniently call the granule sludge of growing up this unit and inoculate debugging to next unit, start the anaerobic reactor of a plurality of unit successively, inoculation debugging until finishing whole group reaction device realizes the target standard wastewater discharge.
Description of drawings
Fig. 1: existing anaerobic reactor front view;
Fig. 2: existing anaerobic reactor vertical view;
Fig. 3: a kind of novel combination type anaerobic reactor of the present invention front view;
Fig. 4: a kind of novel combination type anaerobic reactor of the present invention left view;
Fig. 5: a kind of novel combination type anaerobic reactor of the present invention vertical view.
Embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the synoptic diagram of simplification, basic structure of the present invention only is described in a schematic way, so it only show the formation relevant with the present invention.
The state of the art as depicted in figs. 1 and 2, anaerobism water enters anaerobic reactor by both sides.
Structure of the present invention such as Fig. 2-shown in Figure 4, comprise 4 anaerobic reactors, it is characterized in that: anaerobism water enters anaerobic reactor 1, anaerobic reactor 2, anaerobic reactor 3, anaerobic reactor 4 by the anaerobism inlet channel; The sludge pipe of anaerobic reactor 1, anaerobic reactor 2, anaerobic reactor 3, anaerobic reactor 4 is interconnection; Between anaerobic reactor 1 and the anaerobic reactor 3 blow-off line is arranged, between anaerobic reactor 2 and the anaerobic reactor 4 blow-off line is arranged.
The anaerobism inlet channel enters anaerobic reactor 1 and anaerobic reactor 3 by the four-way bleeder earlier, and terminal enters anaerobic reactor 2 and anaerobic reactor 4 by the threeway bleeder.A water-in enters anaerobic reactor respectively separately.
Anaerobic reactor 1, anaerobic reactor 2, anaerobic reactor 3 and anaerobic reactor 4 diameters are 2.3 meters.Can be implemented in factory concentrates manufacturing and makes things convenient for Road transport.
The connecting interface of anaerobism inlet channel, sludge pipe and blow-off line and anaerobic reactor is equipped with flange.
But the present invention's blocking, modularization, the chance wastewater treatment capacity is bigger, then can a plurality of units in series use, and the chance wastewater flow rate is less, then can select closed portion anaerobic reactor, save energy.
Claims (4)
1. a novel combination type anaerobic reactor comprises 4 anaerobic reactors, it is characterized in that: anaerobism water enters anaerobic reactor (1), anaerobic reactor (2), anaerobic reactor (3), anaerobic reactor (4) by the anaerobism inlet channel; The sludge pipe of anaerobic reactor (1), anaerobic reactor (2), anaerobic reactor (3), anaerobic reactor (4) is interconnection: between anaerobic reactor (1) and the anaerobic reactor (3) blow-off line is arranged, between anaerobic reactor (2) and the anaerobic reactor (4) blow-off line is arranged.
2. according to the described a kind of novel combination type anaerobic reactor of claim 1, it is characterized in that: the anaerobism inlet channel enters anaerobic reactor (1) and anaerobic reactor (3) by the four-way bleeder earlier, and terminal enters anaerobic reactor (2) and anaerobic reactor (4) by the threeway bleeder.
3. according to the described a kind of novel combination type anaerobic reactor of claim 2, it is characterized in that: the diameter of anaerobic reactor (1), anaerobic reactor (2), anaerobic reactor (3) and anaerobic reactor (4) is 2.3 meters.
4. according to the described a kind of novel combination type anaerobic reactor of claim 3, it is characterized in that: the connecting interface of anaerobism inlet channel, sludge pipe and blow-off line and anaerobic reactor is equipped with flange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102452507A CN103265116A (en) | 2013-06-20 | 2013-06-20 | Novel combined type anaerobic reactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102452507A CN103265116A (en) | 2013-06-20 | 2013-06-20 | Novel combined type anaerobic reactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103265116A true CN103265116A (en) | 2013-08-28 |
Family
ID=49008795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013102452507A Pending CN103265116A (en) | 2013-06-20 | 2013-06-20 | Novel combined type anaerobic reactor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103265116A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03188996A (en) * | 1989-12-19 | 1991-08-16 | Sanki Eng Co Ltd | Underground installed water filling type sewage treating tank |
| CN1962485A (en) * | 2006-11-23 | 2007-05-16 | 上海应用技术学院 | Column type anaerobic reactor |
| CN101591111A (en) * | 2008-05-29 | 2009-12-02 | 北京能拓高科技有限公司 | Combined anaerobic bio-filter sewage treatment plant |
| CN203411389U (en) * | 2013-06-20 | 2014-01-29 | 刘云霄 | Novel combined anaerobic reactor |
-
2013
- 2013-06-20 CN CN2013102452507A patent/CN103265116A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03188996A (en) * | 1989-12-19 | 1991-08-16 | Sanki Eng Co Ltd | Underground installed water filling type sewage treating tank |
| CN1962485A (en) * | 2006-11-23 | 2007-05-16 | 上海应用技术学院 | Column type anaerobic reactor |
| CN101591111A (en) * | 2008-05-29 | 2009-12-02 | 北京能拓高科技有限公司 | Combined anaerobic bio-filter sewage treatment plant |
| CN203411389U (en) * | 2013-06-20 | 2014-01-29 | 刘云霄 | Novel combined anaerobic reactor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101983940B (en) | Water-free reverse osmosis water purifying machine | |
| CN204637770U (en) | A kind of multi-stag settlement of sewage system | |
| CN203154885U (en) | V-shaped sedimentation tank | |
| CN112067264A (en) | System and method for testing current limiting effect of cut-off device | |
| CN209554852U (en) | Fluorine-contained wastewater treatment system | |
| CN207210041U (en) | A kind of modular construction of sludge circulation clarification cell system | |
| CN203411389U (en) | Novel combined anaerobic reactor | |
| CN202376811U (en) | Waste water recycling device for commercial concrete mixing plant | |
| CN103265116A (en) | Novel combined type anaerobic reactor | |
| CN106115976B (en) | Series and parallel disc tube type reverse osmosis equipment for landfill leachate treatment and application method thereof | |
| CN103739022A (en) | Method for deposition treatment of large particle substances in sewage | |
| CN201424404Y (en) | Intermediate temperature UASB reactor water injection device with diameter more than 15 meters | |
| CN201125176Y (en) | Softening water processing unit | |
| CN208856989U (en) | A kind of anaerobic reaction-pot | |
| CN203866795U (en) | Standby water source of water turbine main shaft seal | |
| CN109133340B (en) | Anaerobic reaction tank | |
| CN210457674U (en) | Coal water collecting system for preventing coal slime from precipitating | |
| CN208726946U (en) | Coal slime water purification installation | |
| CN207793008U (en) | A kind of prefabricated reinforced concrete module combined type environmental protection septic tank | |
| CN201687074U (en) | City shunt sewage discharge apparatus | |
| CN106693458B (en) | A kind of high-level water source trickle irrigation gravity turbine desilting filtration system | |
| CN216703441U (en) | Low-emission wastewater recovery system | |
| CN106245749B (en) | Safe part flow arrangement and apply its system for reclaiming rainwater and sewage backflow system | |
| CN203768180U (en) | Sewage diversion treatment system of urban drainage pipe network | |
| CN204474437U (en) | A kind of containing thallium industrial waste water disposal device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20130828 |