CN106976971A - Integrated effluent disposal system - Google Patents
Integrated effluent disposal system Download PDFInfo
- Publication number
- CN106976971A CN106976971A CN201710270081.0A CN201710270081A CN106976971A CN 106976971 A CN106976971 A CN 106976971A CN 201710270081 A CN201710270081 A CN 201710270081A CN 106976971 A CN106976971 A CN 106976971A
- Authority
- CN
- China
- Prior art keywords
- trickling filter
- sedimentation basin
- disposal system
- dividing plate
- pump
- 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
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)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The present invention proposes a kind of integrated effluent disposal system, it is characterised in that：It includes main cavity, regulating reservoir, anaerobic pond, layering bio-trickling filter, sedimentation basin and clear water reserviors are sequentially provided with main chamber body, sewage is sequentially passed through and discharged after the regulating reservoir, anaerobic pond, the layering bio-trickling filter, the sedimentation basin, the clear water reserviors.Each scattered component integration into an integrated member, is reduced floor space, reduces manufacturing cost by the present invention, easy to utilize.
Description
Technical field
The present invention relates to sewage treatment area, and in particular to a kind of integrated effluent disposal system.
Background technology
Sewage disposal is the main task of environmental project, and relevant treatment technique has a lot, general all using biochemistry both at home and abroad
Method handles sanitary sewage, because the biodegradability of sewage is strong.Wherein, using the sewage treatment process of layering bio-trickling technology
It is a kind of relatively good method for the treatment of effect.
Preliminary sedimentation tank, layering bio-trickling filter and precipitation are generally comprised using the sewage disposal system of layering bio-trickling technology
The components such as pond, but be due to that these components are distributed structure, cause whole sewage disposal system floor space big, manufacturing cost
It is high, it is difficult to promote the use of.
The content of the invention
In order to solve the above technical problems, the present invention proposes a kind of integrated effluent disposal system, its concrete technical scheme
It is as follows：
Integrated effluent disposal system, it is characterised in that：It includes being sequentially provided with regulation in main cavity, main chamber body
Pond, anaerobic pond, layering bio-trickling filter, sedimentation basin and clear water reserviors, sewage sequentially pass through the regulating reservoir, anaerobic pond, described point
Discharged after layer bio-trickling filter, the sedimentation basin, the clear water reserviors.
As a further improvement on the present invention, main chamber body is horizontally disposed tank body, in the tank body vertically according to
It is secondary to be provided with the first dividing plate, second partition, the 3rd dividing plate and the 4th dividing plate, first dividing plate, the second partition, the described 3rd
The inner chamber of the tank body is separated into the regulating reservoir, the anaerobic pond, layering life by dividing plate and the 4th dividing plate successively
Thing trickling filter, the sedimentation basin and the clear water reserviors.
As a further improvement on the present invention, the material of the tank body is fiberglass.
As a further improvement on the present invention, a side wall of the tank body is provided with water inlet, and sewage is through the water inlet
The mouth entrance regulating reservoir 1, another side wall upper water-out mouthful of the tank body, sewage after treatment is through the delivery port stream
Go out the clear water reserviors；The top of first dividing plate is provided with the first flow-guiding mouth, first flow-guiding mouth connect the regulating reservoir and
The anaerobic pond；The top of the second partition is provided with the second flow-guiding mouth, and second flow-guiding mouth connects the anaerobic pond and institute
State layering bio-trickling filter；The bottom of the layering bio-trickling filter is provided with elevator pump, the bottom of the layering bio-trickling filter
Connected through the elevator pump and the riser tubing being connected on the elevator pump with the top of the sedimentation basin, the riser tubing
The top of the sedimentation basin is extended to after the 3rd dividing plate；The top of 4th dividing plate is provided with the 3rd flow-guiding mouth, institute
State the 3rd flow-guiding mouth and connect the sedimentation basin and the clear water reserviors.
As a further improvement on the present invention, provided with processing framework in the bio-trickling filter, the processing framework includes
Filler is filled between the lattice coral plate of stacking, adjacent grid plate.
As a further improvement on the present invention, the top of the processing framework is provided with water-distributing device, the processing framework
Lower section is provided with circulating pump, the water-distributing device by the circulating pump and the circulating line being connected on the circulating pump with it is described
The bottom connection of bio-trickling filter.
As a further improvement on the present invention, the aeration tube through the processing framework is provided with the bio-trickling filter
Road, the aerated conduit is connected with outside water pump or air pump.
As a further improvement on the present invention, the bottom of the sedimentation basin is provided with sludge reflux pump, the bottom of the sedimentation basin
Portion is connected through the sludge reflux pump and the return duct being connected on the sludge reflux pump with the top of the anaerobic pond, described
Return duct sequentially passes through the top that the anaerobic pond is extended to after the 3rd dividing plate, the second partition.
As a further improvement on the present invention, the return duct is provided with the check-valves for controlling its break-make.
The technical effects of the invention are that：The present invention into an integrated member, reduces each scattered component integration
Floor space, reduces manufacturing cost, easy to utilize.
Brief description of the drawings
Fig. 1 is the structural representation of the invention in a specific embodiment；
Embodiment
In order to facilitate the understanding of the purposes, features and advantages of the present invention, it is below in conjunction with the accompanying drawings and specific real
Applying mode, the present invention is further detailed explanation.
Integrated effluent disposal system proposed by the present invention, it includes being sequentially provided with regulation in main cavity, main chamber body
Pond, anaerobic pond, layering bio-trickling filter, sedimentation basin and clear water reserviors, sewage sequentially pass through the regulating reservoir, the anaerobic pond, institute
Discharged after stating layering bio-trickling filter, the sedimentation basin, clear water reserviors.
As shown in figure 1, in a specific embodiment, main cavity of the invention is the horizontal positioned of a glass steel material
Tank body, the overall cylindrical structure of the tank body.The interior intracavitary of tank body be sequentially provided with vertically the first dividing plate A, second partition B,
3rd dividing plate C and the 4th dividing plate D.First dividing plate A, second partition B, the 3rd dividing plate C and the 4th dividing plate D by the inner chamber of tank body successively
Five parts are separated into, regulating reservoir 1, the anaerobic pond 2, the layering bio-trickling filter 3, the and of the sedimentation basin 4 is formed respectively
Clear water reserviors 5.
The regulating reservoir 1, the anaerobic pond 2, the top for being layered bio-trickling filter 3, the sedimentation basin 4 and clear water reserviors 5
Portion is each provided with opening.
Specifically, in the present embodiment, a side wall of the tank body is provided with water inlet 11, and sewage is through the water inlet 11
Into the regulating reservoir 1, another side wall of the tank body is provided with delivery port 51, and treated sewage is through the delivery port
The 51 outflow clear water reserviors 5.The top of the first dividing plate A is provided with the first flow-guiding mouth 12, and first flow-guiding mouth 12 connects institute
State regulating reservoir 1 and the anaerobic pond 2.The top of the second partition B is provided with the second flow-guiding mouth 21, and second flow-guiding mouth 21 connects
Lead to the anaerobic pond 2 and the layering bio-trickling filter 3.The bottom of the layering bio-trickling filter 3 is provided with elevator pump 33, described
The riser tubing and the sedimentation basin 4 for being layered the boosted pump 33 in bottom of bio-trickling filter 3 and being connected on the elevator pump 33
Top connection, the riser tubing, which runs through, extends to the top of the sedimentation basin 4 after the 3rd dividing plate C；Described 4th every
Plate D top is provided with the 3rd flow-guiding mouth 44, and the 3rd flow-guiding mouth 44 connects the sedimentation basin 4 and the clear water reserviors 5.
As shown in figure 1, sewage enters in the regulating reservoir 1 through the water inlet 11 first, add in the regulating reservoir 1 acid and
Neutralisation treatment is carried out to sewage after alkali.
Sewage by neutralisation treatment enters in the anaerobic pond 2 through the first flow-guiding mouth 12, and sewage is in anaerobic pond 2 through detesting
Oxygen processing, harmful organic substance composition therein is hydrolyzed, is acidified.
Sewage after Anaerobic Treatment enters in the layering bio-trickling filter 3 through the second flow-guiding mouth 21, and from top to bottom
Layering bio-trickling filter 3 is flowed through, to complete biochemistry filtered processing.In the present embodiment, provided with place in the layering bio-trickling filter 3
Framework is managed, the processing framework 3 includes being filled with filler between the lattice coral plate of stacking, adjacent grid plate, and sewage is by stacking
The bottom of layering bio-trickling filter 3 is flow to after the filtering layer by layer of filler in lattice coral plate.
The elevated pump 33 of sewage after layered bio-trickling filter 3 is biochemistry filtered and it is connected to carrying on the elevator pump 33
Riser road is promoted to precipitation in the sedimentation basin 4, in using for gravity, residual solids sludgd deposition therein to sedimentation basin 4
Bottom, clear water rise to sedimentation basin 4 top formed supernatant.
Supernatant enters in the clear water reserviors 5 through the 3rd flow-guiding mouth 44, and it is final flowed out through the delivery port 51 it is described clear
Pond 5.
It can be seen that, in the present embodiment, the tank body of glass steel material is integrated with regulating reservoir 1, the anaerobic pond 2, the layering life
Thing trickling filter 3, the sedimentation basin 4 and clear water reserviors 5, which reduce the floor space of sewage disposal system, reduce sewage disposal
The manufacturing cost of system.
As a preferred embodiment, the layering bio-trickling filter 3 in the present embodiment, the top of the processing framework 34 is set
There is water-distributing device 32, the lower section of the processing framework 34 is provided with circulating pump 31, and the water-distributing device 32 passes through the circulating pump 31
And the circulating line being connected on the circulating pump 31 is connected with the bottom of the bio-trickling filter 31.By biochemistry filtered dirt
Water is back to the top of processing framework 21 after being lifted through the circulating pump 31, then uniformly fall into processing through water-distributing device 22
Framework 21, again filled layer filtering further lifts filter effect to realize that circulation is biochemistry filtered.
As a preferred embodiment, it is provided with the present embodiment, in the bio-trickling filter 3 through the processing framework 24
Aerated conduit 35, the aerated conduit is connected with outside water pump or air pump.Offered vertically on the aerated conduit 35
Several solarization air caps.When sludge blockage filler and Turbogrid plates, water-filling or inflation into aerated conduit 35 by water pump or air pump,
The liquid or gas that are sprayed from solarization air cap can wash away the sludge accumulated between filler.
As a preferred embodiment, in the present embodiment, the bottom of the sedimentation basin 4 is provided with sludge reflux pump 33, described
The bottom of sedimentation basin 4 is through the sludge reflux pump 33 and the return duct 42 being connected on the sludge reflux pump 33 and the anaerobism
The top connection in pond 2, the return duct 42 extends to the anaerobism after sequentially passing through the 3rd dividing plate C, the second partition B
The top in pond 2.The return duct 42 is provided with the check-valves 43 for controlling its break-make.The sludge of the bottom deposit of sedimentation basin 4 is flow back into
After anaerobic pond 2, remaining harmful organic substance therein is by further hydrolysis, acidifying.
The description with certain particularity detailed enough has been carried out to the present invention above.Ordinary skill in art
Personnel are it should be understood that what the description in embodiment was merely exemplary, before without departing from true spirit and scope of the present invention
Put make it is all change should all belong to protection scope of the present invention.Scope of the present invention is by described power
What sharp claim was defined, rather than limited by the foregoing description in embodiment.
Claims (9)
1. integrated effluent disposal system, it is characterised in that：It include being sequentially provided with main cavity, main chamber body regulating reservoir,
Anaerobic pond, layering bio-trickling filter, sedimentation basin and clear water reserviors, sewage sequentially pass through the regulating reservoir, anaerobic pond, layering life
Discharged after thing trickling filter, the sedimentation basin, the clear water reserviors.
2. integrated effluent disposal system as claimed in claim 1, it is characterised in that：Main chamber body is horizontally disposed tank
It is sequentially provided with the first dividing plate, second partition, the 3rd dividing plate and the 4th dividing plate in body, the tank body vertically, first dividing plate,
The second partition, the 3rd dividing plate and the 4th dividing plate by the inner chamber of the tank body be separated into successively the regulating reservoir,
The anaerobic pond, the layering bio-trickling filter, the sedimentation basin and the clear water reserviors.
3. integrated effluent disposal system as claimed in claim 2, it is characterised in that：The material of the tank body is fiberglass.
4. integrated effluent disposal system as claimed in claim 2, it is characterised in that：
One side wall of the tank body is provided with water inlet, and sewage enters the regulating reservoir through the water inlet, the tank body
Another side wall upper water-out mouthful, sewage after treatment flows out the clear water reserviors through the delivery port；
The top of first dividing plate is provided with the first flow-guiding mouth, and first flow-guiding mouth connects the regulating reservoir and the anaerobism
Pond；
The top of the second partition is provided with the second flow-guiding mouth, and second flow-guiding mouth connects the anaerobic pond and layering life
Thing trickling filter；
The bottom of the layering bio-trickling filter is provided with elevator pump, the bottom of the layering bio-trickling filter through the elevator pump and
The riser tubing being connected on the elevator pump is connected with the top of the sedimentation basin, the riser tubing through the described 3rd every
The top of the sedimentation basin is extended to after plate；
The top of 4th dividing plate is provided with the 3rd flow-guiding mouth, and the 3rd flow-guiding mouth connects the sedimentation basin and the clear water
Pond.
5. integrated effluent disposal system as claimed in claim 2, it is characterised in that：Provided with processing in the bio-trickling filter
Framework, the processing framework includes being filled with filler between the lattice coral plate of stacking, adjacent grid plate.
6. integrated effluent disposal system as claimed in claim 5, it is characterised in that：The top of the processing framework is provided with cloth
Water installations, the lower section of the processing framework is provided with circulating pump, and the water-distributing device is by the circulating pump and is connected to described follow
Circulating line on ring pump is connected with the bottom of the bio-trickling filter.
7. integrated effluent disposal system as claimed in claim 5, it is characterised in that：It is provided with and runs through in the bio-trickling filter
The aerated conduit of the processing framework, the aerated conduit is connected with outside water pump or air pump.
8. integrated effluent disposal system as claimed in claim 2, it is characterised in that：The bottom of the sedimentation basin is provided with sludge
Reflux pump, the bottom of the sedimentation basin through the sludge reflux pump and the return duct being connected on the sludge reflux pump with it is described
The top connection of anaerobic pond, the return duct extends to the anaerobism after sequentially passing through the 3rd dividing plate, the second partition
The top in pond.
9. integrated effluent disposal system as claimed in claim 8, it is characterised in that：Provided with control, it leads to the return duct
Disconnected check-valves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710270081.0A CN106976971A (en) | 2017-04-24 | 2017-04-24 | Integrated effluent disposal system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710270081.0A CN106976971A (en) | 2017-04-24 | 2017-04-24 | Integrated effluent disposal system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106976971A true CN106976971A (en) | 2017-07-25 |
Family
ID=59344671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710270081.0A Pending CN106976971A (en) | 2017-04-24 | 2017-04-24 | Integrated effluent disposal system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106976971A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107721065A (en) * | 2017-09-28 | 2018-02-23 | 江苏大湖环境工程有限公司 | A kind of integrated form treatment tank |
| CN109319926A (en) * | 2018-10-25 | 2019-02-12 | 陈春虹 | A kind of domestic sewage processing system |
| CN109319921A (en) * | 2018-10-25 | 2019-02-12 | 江苏大湖环境工程有限公司 | A kind of integral bio trickling filter |
| CN110950430A (en) * | 2019-11-15 | 2020-04-03 | 以农环境工程有限公司 | Energy-efficient sewage treatment system |
| CN113929214A (en) * | 2021-11-23 | 2022-01-14 | 广东昂为环保产业有限公司 | Sewage treatment system adopting biomass filter material |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102775009A (en) * | 2012-07-18 | 2012-11-14 | 江苏大湖环境工程有限公司 | Printing and dyeing sewage treatment system |
| CN103073109A (en) * | 2013-01-09 | 2013-05-01 | 常州大学 | Composite biotrickling filter for nitrogen and phosphorus removal |
| CN203307178U (en) * | 2013-05-31 | 2013-11-27 | 乐清市威尔森环保工程有限公司 | Wastewater treatment tank |
| CN204162566U (en) * | 2014-08-29 | 2015-02-18 | 广州绿日环保科技有限公司 | Integrated domestic sewage treatment device |
| CN204981340U (en) * | 2015-09-25 | 2016-01-20 | 甘肃新天亿环保工程有限公司 | Good oxygen coupling sewage treatment plant of anaerobism |
| CN205295067U (en) * | 2015-11-16 | 2016-06-08 | 济南龙派节能环保工程有限公司 | Bury formula integrative sewage treatment device |
| CN105819624A (en) * | 2016-04-28 | 2016-08-03 | 张东伟 | Modular sewage treatment device and method based on AF-bio-contact oxidation |
| CN206814484U (en) * | 2017-04-24 | 2017-12-29 | 江苏大湖环境工程有限公司 | Integrated effluent disposal system |
-
2017
- 2017-04-24 CN CN201710270081.0A patent/CN106976971A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102775009A (en) * | 2012-07-18 | 2012-11-14 | 江苏大湖环境工程有限公司 | Printing and dyeing sewage treatment system |
| CN103073109A (en) * | 2013-01-09 | 2013-05-01 | 常州大学 | Composite biotrickling filter for nitrogen and phosphorus removal |
| CN203307178U (en) * | 2013-05-31 | 2013-11-27 | 乐清市威尔森环保工程有限公司 | Wastewater treatment tank |
| CN204162566U (en) * | 2014-08-29 | 2015-02-18 | 广州绿日环保科技有限公司 | Integrated domestic sewage treatment device |
| CN204981340U (en) * | 2015-09-25 | 2016-01-20 | 甘肃新天亿环保工程有限公司 | Good oxygen coupling sewage treatment plant of anaerobism |
| CN205295067U (en) * | 2015-11-16 | 2016-06-08 | 济南龙派节能环保工程有限公司 | Bury formula integrative sewage treatment device |
| CN105819624A (en) * | 2016-04-28 | 2016-08-03 | 张东伟 | Modular sewage treatment device and method based on AF-bio-contact oxidation |
| CN206814484U (en) * | 2017-04-24 | 2017-12-29 | 江苏大湖环境工程有限公司 | Integrated effluent disposal system |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107721065A (en) * | 2017-09-28 | 2018-02-23 | 江苏大湖环境工程有限公司 | A kind of integrated form treatment tank |
| CN109319926A (en) * | 2018-10-25 | 2019-02-12 | 陈春虹 | A kind of domestic sewage processing system |
| CN109319921A (en) * | 2018-10-25 | 2019-02-12 | 江苏大湖环境工程有限公司 | A kind of integral bio trickling filter |
| CN110950430A (en) * | 2019-11-15 | 2020-04-03 | 以农环境工程有限公司 | Energy-efficient sewage treatment system |
| CN113929214A (en) * | 2021-11-23 | 2022-01-14 | 广东昂为环保产业有限公司 | Sewage treatment system adopting biomass filter material |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106976971A (en) | Integrated effluent disposal system | |
| CN106242050A (en) | Circular integration sewage disposal device in a kind of vertical low energy consumption | |
| CN206502669U (en) | One kind exempts from drawing-in type integration MBR sewage disposal devices | |
| CN108002639A (en) | Integrated form integration ecological water factory | |
| CN203866138U (en) | Vehicle cleaning sewage recovery and purification equipment | |
| CN206814484U (en) | Integrated effluent disposal system | |
| CN203346222U (en) | Deep treatment station for domestic sewage of urban residential area | |
| CN104612215A (en) | Pressurizing and flow stabilizing automatic controller of non-negative-pressure pipe network | |
| CN104906836B (en) | The mud discharging device of depositing reservoir in Biolak sewage treatment process | |
| CN208802966U (en) | A kind of waterworks water purification installation | |
| CN110294568A (en) | One kind is for improveing UCT sewage treatment plant and method | |
| CN203529998U (en) | Diatomite reactor equipment | |
| CN206359396U (en) | A kind of MBR Treated sewage reusings processing unit | |
| CN105254029B (en) | A kind of active bio sand filter and the sand filtration processing system containing sand filter | |
| CN107840536A (en) | Integrated form integration ecological water factory | |
| CN207259334U (en) | Integrated buried type sewage-treatment plant | |
| CN201148371Y (en) | Aluminum oxide industrial production wastewater treatment recycling apparatus | |
| CN206985960U (en) | Integrated sewage treating apparatus | |
| CN205442817U (en) | Be fit for a domestic sewage purification system that town used | |
| CN207016603U (en) | A kind of sewage treatment unit | |
| CN207121520U (en) | A kind of integrated MBR sewage disposal devices | |
| CN206872642U (en) | Tower biological sedimentation filtration integrated apparatus | |
| CN210215085U (en) | Sewage treatment equipment containing waste acid | |
| CN217661685U (en) | Full-automatic water purifier | |
| CN206315518U (en) | A kind of sewage level Four settling system |
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 |