CN204981340U - Good oxygen coupling sewage treatment plant of anaerobism - Google Patents
Good oxygen coupling sewage treatment plant of anaerobism Download PDFInfo
- Publication number
- CN204981340U CN204981340U CN201520768948.1U CN201520768948U CN204981340U CN 204981340 U CN204981340 U CN 204981340U CN 201520768948 U CN201520768948 U CN 201520768948U CN 204981340 U CN204981340 U CN 204981340U
- Authority
- CN
- China
- Prior art keywords
- pond
- anaerobic
- equalizing tank
- clean water
- well
- 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
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses a good oxygen coupling sewage treatment plant of anaerobism, contain the equalizing basin, first anaerobism pond, the first pond of itching well, the second pond of itching well, second anaerobism pond, sedimentation tank and clean water basin, the equalizing basin lower extreme is provided with the inlet tube, be provided with the regulation pipeline on the equalizing basin upside lateral wall, be provided with the sludge pump in the sedimentation tank, mud pipeline one end is connected with the sludge pump, the setting of the mud pipeline other end is in the first pond of itching well, the clean water basin bottom is provided with the elevator pump, outlet conduit one end is connected with the elevator pump, the outlet conduit other end sets up in the clean water basin outside. The utility model discloses simple structure can adapt to high -altitude area's temperature and atmospheric pressure influence, improves sewage treatment's quality and efficiency.
Description
Technical field
The utility model relates to a kind of waste disposal plant, particularly a kind of anaerobic-aerobic coupled waste disposal plant.
Background technology
High altitude localities is because height above sea level, temperature are low, anoxic, and conventional sewage treatment facility is difficult to process the sewage of high altitude localities, along with the continued emissions of high altitude localities sewage, and the pollution of area source aggravation of high altitude localities.In recent years, for the ease of processing the sewage of high altitude localities, people provide a kind of integrated sewage treating apparatus, it adopts SBR technique, this device is because being subject to the impact of high altitude localities temperature and air pressure, its performance when processing the sewage of high altitude localities can be affected, thus can have influence on the Disposal quality of sewage.Collapsible Loess District due to water content in soil property excessive, cause Sewage treatment systems difficulty of construction comparatively large, costly, rotproofing difficulty is comparatively large, moreover the rot-resistant time is relatively short in civil engineering.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of anaerobic-aerobic coupled waste disposal plant, and it can adapt to temperature and the barometric pressure effect of high altitude localities, improves quality and the efficiency of sewage disposal.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is:
A kind of anaerobic-aerobic coupled waste disposal plant, it is characterized in that: comprise equalizing tank, first anaerobic pond, first itches well pond, second best pond of itching, second anaerobic pond, settling tank and clean water basin, described equalizing tank, first anaerobic pond, first itches well pond, second best pond of itching, second anaerobic pond, settling tank and clean water basin set gradually in order, equalizing tank lower end is provided with water inlet pipe, water inlet pipe is horizontally set on equalizing tank lower end and water inlet pipe one end is fixed on the first anaerobic pond sidewall and is communicated with the first anaerobic pond, the water inlet pipe the other end passes equalizing tank sidewall and is provided with the water-in flange be connected with external water pipe, sidewall is provided with adjustment pipeline on the upside of equalizing tank, regulate pipeline one end to be fixed on equalizing tank upper end sidewall to be communicated with equalizing tank, the pipeline the other end is regulated to be extended in the first anaerobic pond straight down, sludge pump is provided with in settling tank, mud pipeline one end is connected with sludge pump, the mud pipeline the other end is arranged on first and itches in pond well, lift pump is provided with bottom clean water basin, outlet conduit one end is connected with lift pump, the outlet conduit the other end is arranged on outside clean water basin.
Further, described equalizing tank, the first anaerobic pond, first itch well pond, second best pond of itching, the second anaerobic pond, settling tank and clean water basin upper end be provided with inspection manhole.
Further, be provided with diving mixer in described equalizing tank, diving mixer is fixed on equalizing tank inwall.
Further, described first anaerobic pond, first is itched well in pond, second best itch pond and the second anaerobic pond and is provided with filler cloth and filler cloth support, and filler cloth is vertically arranged and some filler cloth is evenly fixed on filler cloth support.
Further, the described first itch well pond and second best lower end, pond of itching is provided with aeration tube, and clean water basin upper end is fixed with rotary type blower fan, and aeration tube is connected with rotary type blower fan, is evenly provided with microporous membrane aerator on the upside of aeration tube.
The utility model compared with prior art, have the following advantages and effect: anaerobic-aerobic coupled waste disposal plant structure is simple, air pressure demand can be met when processing high altitude localities, Collapsible Loess District sewage and avoid sewage to lower the temperature too fast, thus improve quality of sewage disposal and efficiency, and anticorrosionly efficiently to complete in apparatus processing process, strengthen anticorrosion dynamics and requirement, make reach more than 20 years the working life of equipment.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of anaerobic-aerobic coupled waste disposal plant of the present utility model.
Embodiment
Below in conjunction with accompanying drawing, also by embodiment, the present invention is described in further detail, and following examples are explanation of the invention and the present invention is not limited to following examples.
As shown in the figure, anaerobic-aerobic coupled waste disposal plant of the present utility model comprises equalizing tank 1, first anaerobic pond 2, first itches well pond 3, second best overworked pond 4, second anaerobic pond 5, settling tank 6 and clean water basin 7, equalizing tank 1, first anaerobic pond 2, first itches well pond 3, second best pond 4 of itching, second anaerobic pond 5, settling tank 6 and clean water basin 7 set gradually in order, equalizing tank 1 lower end is provided with water inlet pipe 8, water inlet pipe 8 is horizontally set on equalizing tank 1 lower end and water inlet pipe 8 one end is fixed on the first anaerobic pond 2 sidewall and is communicated with the first anaerobic pond 2, water inlet pipe 8 the other end passes equalizing tank 1 sidewall and is provided with the water-in flange be connected with external water pipe, on the upside of equalizing tank 1, sidewall is provided with and regulates pipeline 9, regulate pipeline 9 one end to be fixed on equalizing tank 1 upper end sidewall to be communicated with equalizing tank 1, pipeline 9 the other end is regulated to be extended in the first anaerobic pond 2 straight down, sludge pump 10 is provided with in settling tank 6, mud pipeline 11 one end is connected with sludge pump 10, mud pipeline 11 the other end is arranged on first and itches well in pond 3, lift pump 12 is provided with bottom clean water basin 7, outlet conduit 13 one end is connected with lift pump 12, outlet conduit 13 the other end is arranged on outside clean water basin 7.
Itch well pond 3, second best upper end of itching pond 4, second anaerobic pond 5, settling tank 6 and clean water basin 7 of equalizing tank 1, first anaerobic pond 2, first is provided with inspection manhole 14.Be provided with diving mixer 15 in equalizing tank 1, diving mixer 15 is fixed on equalizing tank 1 inwall.First anaerobic pond 2, first is itched well in pond 3, second best itch pond 4 and the second anaerobic pond 5 and is provided with filler cloth 16 and filler cloth support 17, and filler cloth 16 vertically arranges and some filler cloth 16 is evenly fixed on filler cloth support 17.First itch well pond 3 and second best lower end, pond 4 of itching is provided with aeration tube 18, and clean water basin 7 upper end is fixed with rotary type blower fan 19, and aeration tube 18 is connected with rotary type blower fan 19, is evenly provided with microporous membrane aerator 20 on the upside of aeration tube 18.
Anaerobic-aerobic coupled waste disposal plant of the present utility model adopts the mode of anaerobism+aerobic+aerobic+anaerobism coupling, traditional activated sludge process basis is coupled aerobic+anaerobism, composition coupling biochemical system, the simultaneously backflow of mud is also be back to anaerobic pond by second pond and changed into by traditional and be back to Aerobic Pond by second pond, reduce the severe acidification phenomenon of anaerobic pond, substantially reduce the surplus sludge volume of system simultaneously.By such mode, shorten the residence time of original waste disposal plant, solve the severe depletion of oxygen problem of high altitude localities waste disposal plant; Solve domestic sewage processing system and invest large problem; Solve Collapsible Loess District difficulty of construction large, anticorrosion unmanageable problem; Solve the problem that original domestic sewage processing system surplus sludge volume is excessive; Solve the problem of original sewage treatment unit anaerobic pond severe acidification; Solve the risk that original waste disposal plant sludge bulking exists; Solve the problem that original waste disposal plant ton water cost of investment is large; Solve the problem that original waste disposal plant floor space is larger; Solve original go out water treatment system can not the problem of steady running; Reduce the impact of impact load on living system.
Above content described in this specification sheets is only made for the present invention illustrating.Those skilled in the art can make various amendment or supplement or adopt similar mode to substitute to described specific embodiment; only otherwise depart from the content of specification sheets of the present invention or surmount this scope as defined in the claims, protection scope of the present invention all should be belonged to.
Claims (5)
1. an anaerobic-aerobic coupled waste disposal plant, it is characterized in that: comprise equalizing tank, first anaerobic pond, first itches well pond, second best pond of itching, second anaerobic pond, settling tank and clean water basin, described equalizing tank, first anaerobic pond, first itches well pond, second best pond of itching, second anaerobic pond, settling tank and clean water basin set gradually in order, equalizing tank lower end is provided with water inlet pipe, water inlet pipe is horizontally set on equalizing tank lower end and water inlet pipe one end is fixed on the first anaerobic pond sidewall and is communicated with the first anaerobic pond, the water inlet pipe the other end passes equalizing tank sidewall and is provided with the water-in flange be connected with external water pipe, sidewall is provided with adjustment pipeline on the upside of equalizing tank, regulate pipeline one end to be fixed on equalizing tank upper end sidewall to be communicated with equalizing tank, the pipeline the other end is regulated to be extended in the first anaerobic pond straight down, sludge pump is provided with in settling tank, mud pipeline one end is connected with sludge pump, the mud pipeline the other end is arranged on first and itches in pond well, lift pump is provided with bottom clean water basin, outlet conduit one end is connected with lift pump, the outlet conduit the other end is arranged on outside clean water basin.
2., according to anaerobic-aerobic coupled waste disposal plant according to claim 1, it is characterized in that: described equalizing tank, the first anaerobic pond, first itch well pond, second best pond of itching, the second anaerobic pond, settling tank and clean water basin upper end be provided with inspection manhole.
3. according to anaerobic-aerobic coupled waste disposal plant according to claim 1, it is characterized in that: be provided with diving mixer in described equalizing tank, diving mixer is fixed on equalizing tank inwall.
4. according to anaerobic-aerobic coupled waste disposal plant according to claim 1, it is characterized in that: described first anaerobic pond, first is itched well in pond, second best itch pond and the second anaerobic pond and is provided with filler cloth and filler cloth support, and filler cloth is vertically arranged and some filler cloth is evenly fixed on filler cloth support.
5. according to anaerobic-aerobic coupled waste disposal plant according to claim 1, it is characterized in that: the described first itch well pond and second best lower end, pond of itching is provided with aeration tube, clean water basin upper end is fixed with rotary type blower fan, aeration tube is connected with rotary type blower fan, is evenly provided with microporous membrane aerator on the upside of aeration tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520768948.1U CN204981340U (en) | 2015-09-25 | 2015-09-25 | Good oxygen coupling sewage treatment plant of anaerobism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520768948.1U CN204981340U (en) | 2015-09-25 | 2015-09-25 | Good oxygen coupling sewage treatment plant of anaerobism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204981340U true CN204981340U (en) | 2016-01-20 |
Family
ID=55115727
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520768948.1U Expired - Fee Related CN204981340U (en) | 2015-09-25 | 2015-09-25 | Good oxygen coupling sewage treatment plant of anaerobism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204981340U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106976971A (en) * | 2017-04-24 | 2017-07-25 | 江苏大湖环境工程有限公司 | Integrated effluent disposal system |
-
2015
- 2015-09-25 CN CN201520768948.1U patent/CN204981340U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106976971A (en) * | 2017-04-24 | 2017-07-25 | 江苏大湖环境工程有限公司 | Integrated effluent disposal system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103979681A (en) | Nitrification/denitrification integrated rural domestic sewage treatment system | |
| CN204981348U (en) | Reinforce denitrogenation perpendicular - horizontal undercurrent integrated constructed wetland | |
| CN203781915U (en) | Nitrification and denitrification integrated rural domestic sewage treatment system | |
| CN106517671A (en) | Wastewater treating system suitable for high-cold and anoxic regions | |
| CN204981340U (en) | Good oxygen coupling sewage treatment plant of anaerobism | |
| CN105174453A (en) | Horizontal integrated sewage processing device | |
| CN203783185U (en) | Ecological public toilet | |
| CN206266401U (en) | A kind of integrated sewage treating apparatus | |
| CN206089362U (en) | Low energy consumption dispersion sewage treatment plant | |
| CN205740703U (en) | A kind of modified form sludge concentration tank | |
| CN205528304U (en) | Polyvinyl butyral waste water biochemical treatment system | |
| CN205420086U (en) | Full -automatic solar energy treatment of domestic sewage integration equipment | |
| CN205222793U (en) | Sewage purification assembly | |
| CN113429064A (en) | Buried AO process and high-load dephosphorization wetland system | |
| CN205188065U (en) | Integration MBR sewage treatment ware | |
| CN106892538A (en) | The biochemical materialization combined treatment process of cassava alcohol waste water | |
| CN103130321B (en) | A kind of for municipal sewage plant integration deodorizing and the device of sewage disposal | |
| CN207943924U (en) | A kind of fixed biofilm treatment apparatus of integration | |
| CN206352102U (en) | One kind is applied to alpine and anoxic region sewage disposal system | |
| CN206173095U (en) | Solar energy sewage treatment device | |
| CN204400711U (en) | CIT Intellectualized sewage water process aerating system | |
| CN216639203U (en) | Sewage treatment system | |
| CN205313316U (en) | Adjusting device who is fit for treatment of domestic sewage's intelligent control | |
| CN204874024U (en) | Horizontal integrative sewage treatment device | |
| CN204474411U (en) | A kind of low-oxygen aeration film sewage treatment device |
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: 20170925 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |