CN105366881B - A kind of vertical integrated sewage-treatment plant - Google Patents

A kind of vertical integrated sewage-treatment plant Download PDF

Info

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
Authority
CN
China
Prior art keywords
water
treatment plant
aerobic pond
pond
integrated sewage
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.)
Active
Application number
CN201510794564.1A
Other languages
Chinese (zh)
Other versions
CN105366881A (en
Inventor
邓帮武
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anhui Shunyu Water Affairs Co Ltd
Original Assignee
Anhui Shunyu Water Affairs Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Anhui Shunyu Water Affairs Co Ltd filed Critical Anhui Shunyu Water Affairs Co Ltd
Priority to CN201510794564.1A priority Critical patent/CN105366881B/en
Publication of CN105366881A publication Critical patent/CN105366881A/en
Application granted granted Critical
Publication of CN105366881B publication Critical patent/CN105366881B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

A kind of vertical integrated sewage-treatment plant
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.
CN201510794564.1A 2015-11-17 2015-11-17 A kind of vertical integrated sewage-treatment plant Active CN105366881B (en)

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
CN (1) CN105366881B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN105366881B (en) A kind of vertical integrated sewage-treatment plant
CN102674626B (en) System and method for treatment and recovery of electronic electroplating wastewater
CN106892535A (en) A kind of decentralized type sewage processing equipment and method for being applicable rural area
CN108383337A (en) A kind of sewage diafiltration clean processing method
CN103819003A (en) Method for treating sewage by utilizing constructed wetland convenient for water sampling
CN206720966U (en) A kind of batch production high-density aquiculture system
CN106554131A (en) Integrated preposition denitrification sewage-treatment plant
CN205892982U (en) Leading denitrification sewage treatment plant of integration
CN105731731B (en) River point-source pollution intercepts cleaning system
CN202912804U (en) Constructed wetland and sewage treatment system
CN209226783U (en) A kind of integrated rural sewage-treatment plant
CN208917026U (en) A kind of Constructed Wetland For Purifying processing system for cities and towns black and odorous water
CN105366882B (en) A kind of two sections of horizontal integrated sewage-treatment plants
CN205188073U (en) Vertical integrative sewage treatment device
CN206089324U (en) Integration biofiltration sewage treatment plant
CN208029987U (en) A kind of low-carbon zero-emission industrial circulating water cultivating system based on anaerobic denitrifying
CN209537231U (en) Three-dimensional sewage disposal system
CN103936236B (en) Multistage sewage treatment system and method
CN209338220U (en) A kind of sewage disposal system based on anaerobism-AO- combined artificial wetland
CN208327740U (en) A kind of environment-friendly sewage processing system
CN203845912U (en) Multistage sewage treatment system
CN205442992U (en) Domestic sewage purification device
CN208454746U (en) A kind of smelly water purifying device of urban black
CN206570170U (en) Effluent treatment plant
CN205676330U (en) A kind of sewage treatment plant automatic depth of assortment cleaning system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
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.

COR Change of bibliographic data
GR01 Patent grant
GR01 Patent grant
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.

CP02 Change in the address of a patent holder