CN105366881B - A kind of vertical integrated sewage-treatment plant - Google Patents
A kind of vertical integrated sewage-treatment plant Download PDFInfo
- Publication number
- CN105366881B CN105366881B CN201510794564.1A CN201510794564A CN105366881B CN 105366881 B CN105366881 B CN 105366881B CN 201510794564 A CN201510794564 A CN 201510794564A CN 105366881 B CN105366881 B CN 105366881B
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- Prior art keywords
- water
- treatment plant
- aerobic pond
- pond
- integrated sewage
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- 239000010865 sewage Substances 0.000 title claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 68
- 238000001556 precipitation Methods 0.000 claims abstract description 12
- 238000010521 absorption reaction Methods 0.000 claims abstract description 11
- OAICVXFJPJFONN-UHFFFAOYSA-N phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims abstract description 8
- 229910052698 phosphorus Inorganic materials 0.000 claims abstract description 8
- 239000011574 phosphorus Substances 0.000 claims abstract description 8
- 238000006396 nitration reaction Methods 0.000 claims abstract description 4
- 238000000926 separation method Methods 0.000 claims abstract description 4
- 239000010802 sludge Substances 0.000 claims abstract description 4
- 239000000725 suspension Substances 0.000 claims abstract description 4
- 239000002131 composite material Substances 0.000 claims description 11
- 239000000945 filler Substances 0.000 claims description 10
- 238000005276 aerator Methods 0.000 claims description 5
- 238000001914 filtration Methods 0.000 claims description 5
- 238000005273 aeration Methods 0.000 claims description 3
- 235000015108 pies Nutrition 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N oxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Abstract
The present invention discloses a kind of vertical integrated sewage-treatment plant, it is characterized in that including water pump, adsorb mixing pit, anaerobic pond, return flow line, Aerobic Pond, circulation canal, rapid precipitation backflow pool, water leg, bag type filter device, water enters absorption mixing pit and returned sludge through water pump, circulating water body is mixed herein, water body enters anaerobic pond progress biological denitrification after mixing, biology releases phosphorus processing, water after processing flows into Aerobic Pond and carries out biological nitration, inhale phosphorus, water after Aerobic Pond processing enters circulation canal, most of water is through return flow line in circulation canal, flow into absorption mixing pit, fraction water enters rapid precipitation backflow pool, rapid precipitation backflow pool carries out mud-water separation to water, primary water collects inflow bag type filter device through water leg, remove suspension in water.Delicate structure of the present invention, practical, the rural area for being adapted to lack sewage treatment facility is used.
Description
Technical field
The present invention relates to sewage treatment area, a kind of vertical integrated sewage-treatment plant is particularly belonged to.
Background technology
With《Water prevention and cure of pollution action plan》Implementation, rural area water process market is classified as one of key project by government.
Whether market scale or policy guidance, rural area water treatment field are unprecedentedly strong.Because Chinese countryside is in topography and geomorphology, economy
Had differences in terms of level, ability to pay, effect requirements, the selection of rural sewage treatment technology path should cut the garment according to the figure.Thing
In reality, due to the particularity of Chinese countryside, the portion that builds, Chinese Ministry of Environmental Protection, Bureau of Water Resources etc. are lived in the choice of technology by correlation authorities of country
Not yet recommend particular technique route.
With reference to the actual conditions of Chinese countryside, the technology path of following rural sewage treatment should possess following feature：
1st, distributing treatment in situ；2nd, the advantage of single technology is made full use of, combination advantage technology is formed；3rd, one-time investment
It is small；4th, operating cost is low；Stable effluent quality when the 5th, running；6th, automatic operating can be realized.7th, facilities and equipment and proprietary technology
The long lifespan of product is as far as possible few to occur or do not occur the second investment expense.
The content of the invention
The present invention provides a kind of vertical integrated sewage-treatment plant, meets rural sewage treatment described in technical background
Feature needs.
The technical solution adopted by the present invention is as follows to achieve the above object：
A kind of vertical integrated sewage-treatment plant, it is characterized in that logical including water pump, absorption mixing pit, anaerobic pond, backflow
Road, Aerobic Pond, circulation canal, rapid precipitation backflow pool, water leg, bag type filter device, water enter absorption through water pump and mixed
Pond is mixed herein with returned sludge, circulating water body, and water body enters anaerobic pond progress biological denitrification, biology and released at phosphorus after mixing
Reason, the water after processing flows into Aerobic Pond and carries out biological nitration, inhales phosphorus, and the water after Aerobic Pond processing enters circulation canal, and circulation is logical
Most of water flows into absorption mixing pit through return flow line in road, and fraction water enters rapid precipitation backflow pool, rapid precipitation backflow
Pond carries out mud-water separation to water, and primary water collects inflow bag type filter device through water leg, removes suspension in water.
Preferably, screen pack is installed, screen pack is made of rigid plastics, carried on screen pack at the pump intake
Needle-like crotch, screen pack mesh diameter is 5mm~8mm.
Preferably, high-efficiency composite biological filler is placed in the anaerobic pond, anaerobic pond bottom is installed with top and blocks protecting wire net, blocks
Protecting wire net bore dia is not more than high-efficiency composite biological filler diameter.
Preferably, aerator and high-efficiency composite biological filler are installed, wherein aerator is used in the Aerobic Pond
Nanometer aeration technology is made, and high-efficiency composite biological filler is in pie arrangement inside Aerobic Pond.
Preferably, the bag type filter device is from single bag type filter, and filtering accuracy is 0.8 μm~2 μm.
Compared with the prior art, beneficial effects of the present invention are as follows：
Installed at pump intake and needle-like crotch is carried on screen pack, screen pack, prevent line style debris from being wound into water pump
Water pump motor internal；The present invention organically combines biosystem, settling system and filtration system, merges in same reactor,
And according to fluid behaviour, the structure to sewage-treatment plant is optimized, and the height for realizing sewage disposal system is intensive, repeatedly
Circulation decontamination ensure that effluent characteristics.In addition, service life of the present invention is long, automatic operating can be realized, the second investment expense is few,
Delicate structure, practical, the rural area for being adapted to lack sewage treatment facility is used.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is screen pack and needle-like crotch.
Embodiment
Referring to accompanying drawing:A kind of vertical integrated sewage-treatment plant, it is characterized in that including water pump 1, absorption mixing pit 2, detesting
Oxygen pond 4, return flow line 3, Aerobic Pond 6, circulation canal 5, rapid precipitation backflow pool 9, water leg 7, bag type filter device 8, water
Enter absorption mixing pit 2 through water pump 1 to mix herein with returned sludge, circulating water body, water body is given birth into anaerobic pond 4 after mixing
Thing denitrification, biology release phosphorus processing, and the water after processing flows into Aerobic Pond 6 and carries out biological nitration, inhales phosphorus, after the processing of Aerobic Pond 6
Water enters most of water in circulation canal 5, circulation canal 5 and, through return flow line 3, flows into absorption mixing pit 2, and fraction water enters fast
Speed precipitation backflow pool 9, rapid precipitation backflow pool 9 carries out mud-water separation to water, and primary water collects inflow pocket type mistake through water leg 7
Device 8 is filtered, suspension in water is removed.Screen pack 10 is installed in the water inlet of water pump 1, and screen pack 10 uses rigid plastics system
Into with needle-like crotch 11 on screen pack 10, the mesh diameter of screen pack 10 is 5mm~8mm.Placed in the anaerobic pond 4 efficient
Composite biological packing 401, the bottom of anaerobic pond 4 is installed with top and blocks protecting wire net 402, blocks the bore dia of protecting wire net 402 no more than high efficiency composition
The diameter of biologic packing material 401.Aerator 602 and high-efficiency composite biological filler 601 are installed in the Aerobic Pond 6, wherein being aerated
Device 602 is made of nanometer aeration technology, and high-efficiency composite biological filler 601 is in pie arrangement inside Aerobic Pond 6.The bag
Formula filter 8 is from single bag type filter, and filtering accuracy is 0.8 μm~2 μm.
Claims (5)
1. a kind of vertical integrated sewage-treatment plant, it is characterized in that including water pump, absorption mixing pit, anaerobic pond, return flow line,
Aerobic Pond, circulation canal, rapid precipitation backflow pool, water leg, bag type filter device, water through water pump enter absorption mixing pit with
Returned sludge, circulating water body are mixed herein, and water body enters anaerobic pond progress biological denitrification, biology and releases phosphorus and handle after mixing, place
Water after reason flows into Aerobic Pond and carries out biological nitration, inhales phosphorus, and the water after Aerobic Pond processing enters big in circulation canal, circulation canal
Part water flows into absorption mixing pit through return flow line, and fraction water enters rapid precipitation backflow pool, and rapid precipitation backflow pool is to coming
Water carries out mud-water separation, and primary water collects inflow bag type filter device through water leg, removes suspension in water.
2. a kind of vertical integrated sewage-treatment plant according to claim 1, it is characterised in that the pump intake
Screen pack is installed at place, and screen pack is made of rigid plastics, and needle-like crotch is carried on screen pack, and screen pack mesh diameter is 5mm
~8mm.
3. a kind of vertical integrated sewage-treatment plant according to claim 1, it is characterised in that put in the anaerobic pond
High-efficiency composite biological filler is put, anaerobic pond bottom is installed with top and blocks protecting wire net, blocks protecting wire net bore dia no more than high-efficiency composite biological
Filler diameter.
4. a kind of vertical integrated sewage-treatment plant according to claim 1, it is characterised in that pacify in the Aerobic Pond
Equipped with aerator and high-efficiency composite biological filler, wherein aerator is made of nanometer aeration technology, high-efficiency composite biological
Filler is in pie arrangement inside Aerobic Pond.
5. a kind of vertical integrated sewage-treatment plant according to claim 1, it is characterised in that the bag type filtering dress
Put from single bag type filter, filtering accuracy is 0.8 μm~2 μm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510794564.1A CN105366881B (en) | 2015-11-17 | 2015-11-17 | A kind of vertical integrated sewage-treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510794564.1A CN105366881B (en) | 2015-11-17 | 2015-11-17 | A kind of vertical integrated sewage-treatment plant |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105366881A CN105366881A (en) | 2016-03-02 |
| CN105366881B true CN105366881B (en) | 2017-09-22 |
Family
ID=55369592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510794564.1A Active CN105366881B (en) | 2015-11-17 | 2015-11-17 | A kind of vertical integrated sewage-treatment plant |
Country Status (1)
| Country | Link |
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| CN (1) | CN105366881B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108191165A (en) * | 2018-01-31 | 2018-06-22 | 武汉都市环保工程技术股份有限公司 | Integrated sewage treating apparatus and system |
| CN108585181A (en) * | 2018-03-30 | 2018-09-28 | 安徽中源锦天环境工程有限公司 | The method for avoiding LEVAPOR fillers from entering with flow in secondary settling tank |
| CN109320012B (en) * | 2018-10-26 | 2021-11-09 | 首创爱华(天津)市政环境工程有限公司 | Municipal sewage treatment system and method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103708617A (en) * | 2014-01-17 | 2014-04-09 | 安徽锋亚环境技术有限公司 | Assembled stereoscopic A2/O reaction tank for rural dispersible sewage treatment |
| CN104108828A (en) * | 2014-06-30 | 2014-10-22 | 哈尔滨工业大学深圳研究生院 | AAO-MBR process and apparatus for synchronously removing nitrogen and phosphorus |
| CN104355493A (en) * | 2014-11-06 | 2015-02-18 | 广西绿晨环境工程有限公司 | Integrated aerobiotic advanced treatment device |
| CN204211601U (en) * | 2014-09-30 | 2015-03-18 | 四川中测环境技术有限公司 | Sewerage integrated processing system |
| CN205188073U (en) * | 2015-11-17 | 2016-04-27 | 安徽舜禹水务股份有限公司 | Vertical integrative sewage treatment device |
-
2015
- 2015-11-17 CN CN201510794564.1A patent/CN105366881B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103708617A (en) * | 2014-01-17 | 2014-04-09 | 安徽锋亚环境技术有限公司 | Assembled stereoscopic A2/O reaction tank for rural dispersible sewage treatment |
| CN104108828A (en) * | 2014-06-30 | 2014-10-22 | 哈尔滨工业大学深圳研究生院 | AAO-MBR process and apparatus for synchronously removing nitrogen and phosphorus |
| CN204211601U (en) * | 2014-09-30 | 2015-03-18 | 四川中测环境技术有限公司 | Sewerage integrated processing system |
| CN104355493A (en) * | 2014-11-06 | 2015-02-18 | 广西绿晨环境工程有限公司 | Integrated aerobiotic advanced treatment device |
| CN205188073U (en) * | 2015-11-17 | 2016-04-27 | 安徽舜禹水务股份有限公司 | Vertical integrative sewage treatment device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105366881A (en) | 2016-03-02 |
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| CB02 | Change of applicant information |
Address after: Jin Jiang road Shuangfeng Development Zone in Hefei City, Anhui Province, No. 32 230001 Applicant after: ANHUI SHUNYU WATER AFFAIRS CO., LTD. Address before: Jin Jiang road Shuangfeng Development Zone in Hefei City, Anhui Province, No. 32 230001 Applicant before: ANHUI SHUNYU WATER INDUSTRIAL CO., LTD. |
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| CP02 | Change in the address of a patent holder |
Address after: 230000 No.8 Huainan North Road, Shuangfeng Economic Development Zone, Changfeng County, Hefei City, Anhui Province Patentee after: ANHUI SHUNYU WATER AFFAIRS Co.,Ltd. Address before: Jin Jiang road Shuangfeng Development Zone in Hefei City, Anhui Province, No. 32 230001 Patentee before: ANHUI SHUNYU WATER AFFAIRS Co.,Ltd. |
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