CN205999129U - Integral domestic sewage treatment device - Google Patents

Integral domestic sewage treatment device Download PDF

Info

Publication number
CN205999129U
CN205999129U CN201620977289.7U CN201620977289U CN205999129U CN 205999129 U CN205999129 U CN 205999129U CN 201620977289 U CN201620977289 U CN 201620977289U CN 205999129 U CN205999129 U CN 205999129U
Authority
CN
China
Prior art keywords
pond
sedimentation basin
flowed
dredge pump
sludge
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
CN201620977289.7U
Other languages
Chinese (zh)
Inventor
侯万国
王培敏
常青
汪洋
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.)
YANGZHOU CHICHENG PETROLEUM MACHINERY CO Ltd
Original Assignee
YANGZHOU CHICHENG PETROLEUM MACHINERY 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 YANGZHOU CHICHENG PETROLEUM MACHINERY CO Ltd filed Critical YANGZHOU CHICHENG PETROLEUM MACHINERY CO Ltd
Priority to CN201620977289.7U priority Critical patent/CN205999129U/en
Application granted granted Critical
Publication of CN205999129U publication Critical patent/CN205999129U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model is related to a kind of integral domestic sewage treatment device.Described processing meanss include regulating reservoir, self priming pump, biochemistry pool, sedimentation basin, sludge-tank, clear water reserviors, dredge pump one and dredge pump two, described biochemistry pool includes the anaerobic pond being sequentially communicated, anoxic pond, Aerobic Pond one and Aerobic Pond two, described regulating reservoir is sent into sewage in anaerobic pond by self priming pump, part of contaminated water in the Aerobic Pond two is flowed in sedimentation basin, another part sewage is flowed in anoxic pond by dredge pump one, sludge in the sedimentation basin is delivered in sludge-tank, clear water in sedimentation basin is flowed in clear water reserviors, mixed liquor in sedimentation basin is flowed in anaerobic pond and Aerobic Pond one by dredge pump two.The utility model sewage disposal noiseless, dephosphorization, denitrification effect increase substantially, energy-saving, realize cycling and reutilization.

Description

Integral domestic sewage treatment device
Technical field
The utility model is related to a kind of sewage-treatment plant, more particularly to a kind of integral domestic sewage treatment device.
Background technology
With the growth of economy and population, the pollution to the Nature is more and more paid attention to by the mankind, is summarizing both at home and abroad In the past on the basis of the operating experience of sewage treatment unit, domestic design go out a kind of can buried setting complete organic wastewater Processing meanss, buried under earth type sewage processing equipment collection remove BOD5、COD、NH3- N, stably may be used with technical performance Lean on, high treating effect, reduced investment, the advantages of occupation of land less.The device needs aeration in aerobic contact biochemical treatment, need to build blower fan Room, need to use blower fan, this not only construction cost and operating cost increasing, and noise is also than larger;Containing big in sanitary sewage The organic substance of amount, after biochemical degradation, tends not to recycling;The device carries out biochemical treatment after a certain time, Effect will be gradually reduced, and bio-film colonization is more frequent.
Utility model content
The purpose of this utility model is to solve the deficiencies in the prior art, provides a kind of integral life sewage and processes dress Put, sewage disposal noiseless, dephosphorization, denitrification effect increase substantially, energy-saving, realize cycling and reutilization.
The technical solution of the utility model is:Described processing meanss include regulating reservoir, self priming pump, biochemistry pool, sedimentation basin, Sludge-tank, clear water reserviors, dredge pump one and dredge pump two, anaerobic pond that described biochemistry pool includes to be sequentially communicated, anoxic pond, aerobic Sewage is sent into the part in anaerobic pond, in the Aerobic Pond two by self priming pump for pond one and Aerobic Pond two, described regulating reservoir Sewage is flowed in sedimentation basin, and another part sewage is flowed in anoxic pond by dredge pump one, and the sludge in the sedimentation basin is delivered to In sludge-tank, clear water in sedimentation basin is flowed in clear water reserviors, the mixed liquor in sedimentation basin by dredge pump two flow into anaerobic pond and In Aerobic Pond one.
Blowdown grid is provided with described regulating reservoir.
Microbe stuffing is provided with described anaerobic pond, anoxic pond, Aerobic Pond one and Aerobic Pond two.
The utility model sewage disposal noiseless, dephosphorization, denitrification effect increase substantially, energy-saving, realize circulation Recycle.
Being provided with regulating reservoir and dirty grid being blocked by the removing of bulky grain thing, the purpose for arranging regulating reservoir mainly adjusts the water of sewage Amount and water quality.In regulating reservoir, sewage is promoted to anaerobic pond using having the self priming pump that rubs function, synchronous enter also have from heavy The phosphorous returned sludge that shallow lake pond is discharged.The major function of anaerobic zone is release phosphorus, while partial organic substances carry out ammonification.Sewage warp Cross the first anoxic pond and enter anaerobic pond and nitrate nitrogen(NO2-N、NO3-N)It is converted into N2 and denitrogenation is realized, nitrate nitrogen is followed by interior Ring is fed by Aerobic Pond, and the mixing liquid measure of circulation is larger.Mixed liquor from anoxic pond enter Aerobic Pond aeration, Aerobic Pond reaction according to By autotroph(Nitrifier)Complete, the carbon dioxide that they decompose, using organic matter, the inorganic carbon source or in the air for producing is made For nutrient source, the mineralized nitrogen in sewage is NO2-N, NO3-N.Aerobic Pond water outlet is partly into sedimentation basin and is precipitated, Another part is back to anoxic pond and carries out interior circulation, to reach denitrifying purpose.Anaerobic pond(A), anoxic pond(A)And Aerobic Pond (O)Filler is mounted on, whole biochemical treatment process depends on the multiple-microorganism being attached on filler to complete.In A level pond Interior dissolved oxygen controls in 0.5mg/L or so;Dissolved oxygen controls in more than 2.0mg/L in the O level biochemistry pool.Sedimentation basin separation of solid and liquid Rear liquid enters coagulating basin and carries out secondary phosphorus process, after process liquid by carbon filter, refined filtration and a series of filtration treatment of ultrafiltration, Water after process up to standard directly can be discharged.
Description of the drawings
Fig. 1 is operation principle schematic diagram of the present utility model.
In figure 1 is regulating reservoir, and 2 is self priming pump, and 3 is anaerobic pond, and 4 is anoxic pond, and 5 is Aerobic Pond one, and 6 is Aerobic Pond two, 7 It is sedimentation basin, 8 is sludge-tank, 9 is clear water reserviors, 10 is dredge pump one, 11 is dredge pump two.
Specific embodiment
Integral domestic sewage treatment device, described processing meanss include regulating reservoir 1, self priming pump 2, biochemistry pool, precipitation Pond 7, sludge-tank 8, clear water reserviors 9, dredge pump 1 and dredge pump 2 11, anaerobic pond 3 that described biochemistry pool includes to be sequentially communicated, Anoxic pond 4, Aerobic Pond 1 and Aerobic Pond 26, described regulating reservoir 1 are sent into sewage in anaerobic pond 3 by self priming pump 2, described Part of contaminated water in Aerobic Pond 26 is flowed in sedimentation basin 8, and another part sewage is flowed in anoxic pond 4 by dredge pump 1, institute State the sludge in sedimentation basin 8 to deliver in sludge-tank 8, the clear water in sedimentation basin 7 flows into the mixed liquor in clear water reserviors 9, in sedimentation basin 7 Flowed in anaerobic pond 3 and Aerobic Pond 1 by dredge pump 2 11, in described regulating reservoir 1, be provided with blowdown grid, described anaerobism Microbe stuffing is provided with pond 3, anoxic pond 4, Aerobic Pond 1 and Aerobic Pond 26.

Claims (3)

1. integral domestic sewage treatment device, it is characterised in that:Described processing meanss include regulating reservoir, self priming pump, biochemistry Pond, sedimentation basin, sludge-tank, clear water reserviors, dredge pump one and dredge pump two, anaerobic pond that described biochemistry pool includes to be sequentially communicated, Anoxic pond, Aerobic Pond one and Aerobic Pond two, described regulating reservoir are sent into sewage in anaerobic pond by self priming pump, the Aerobic Pond Part of contaminated water in two is flowed in sedimentation basin, and another part sewage is flowed in anoxic pond, in the sedimentation basin by dredge pump one Sludge deliver in sludge-tank, clear water in sedimentation basin is flowed in clear water reserviors, and the mixed liquor in sedimentation basin is second-rate by dredge pump Enter in anaerobic pond and Aerobic Pond one.
2. integral domestic sewage treatment device according to claim 1, it is characterised in that:It is provided with described regulating reservoir Blowdown grid.
3. integral domestic sewage treatment device according to claim 1, it is characterised in that:Described anaerobic pond, anoxic Microbe stuffing is provided with pond, Aerobic Pond one and Aerobic Pond two.
CN201620977289.7U 2016-08-30 2016-08-30 Integral domestic sewage treatment device Active CN205999129U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620977289.7U CN205999129U (en) 2016-08-30 2016-08-30 Integral domestic sewage treatment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620977289.7U CN205999129U (en) 2016-08-30 2016-08-30 Integral domestic sewage treatment device

Publications (1)

Publication Number Publication Date
CN205999129U true CN205999129U (en) 2017-03-08

Family

ID=58194898

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620977289.7U Active CN205999129U (en) 2016-08-30 2016-08-30 Integral domestic sewage treatment device

Country Status (1)

Country Link
CN (1) CN205999129U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107151054A (en) * 2017-06-25 2017-09-12 云南傲远环保科技有限公司 The aerobic membrane module processing unit of anaerobic/anoxic
CN112897698A (en) * 2021-03-02 2021-06-04 胜利油田奥凯龙石油工程有限公司 Movable integrated sewage treatment device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107151054A (en) * 2017-06-25 2017-09-12 云南傲远环保科技有限公司 The aerobic membrane module processing unit of anaerobic/anoxic
CN112897698A (en) * 2021-03-02 2021-06-04 胜利油田奥凯龙石油工程有限公司 Movable integrated sewage treatment device

Similar Documents

Publication Publication Date Title
CN105384247B (en) It is a kind of that the method that part denitrification couples Anammox denitrogenation is realized by A/O biomembrane process
CN106746175A (en) A kind of kitchen garbage, waste-water processing method
CN101525207A (en) Integrated pre-denitrification and denitrogenation biological filter sewerage treatment process
CN203820608U (en) Village and town sewage treatment and deep purification integrated equipment
CN106746174A (en) A kind of kitchen garbage slurry anaerobic fermentation method of wastewater treatment
CN106277319B (en) A kind of Bardenpho denitrification dephosphorization technique based on MBBR
CN109368928A (en) A kind of dephosphorization denitrogenation devices and methods therefor based on short-cut denitrification reaction
CN109970194A (en) It is a kind of integrate Ao Baoer, biological multiplication, MBBR, MBR diversification technique sewage treatment pot
CN104628128A (en) Sludge-water separate discharging method for strengthening stable operation of aerobic granular sludge process
CN104512964A (en) Sludge side treatment-based urban sewage short-cut nitrogen removal method
CN205999129U (en) Integral domestic sewage treatment device
CN102583743B (en) Dual-sludge denitrification dephosphorizing and denitrifying A/A-O device and method
CN108328871A (en) Landfill leachate efficient denitrification system and its denitrification process
CN105967435A (en) Double-circulation nitrogen and phosphorus removal wastewater treatment system and process
CN205313180U (en) Full -automatic integrated MBR sewage treatment device
CN102964037B (en) Novel sewage treatment method by combined utilization of light filter material biological aerated filter and heavy filter material biological aerated filter
CN103030250B (en) Reinforced-denitrification MBR (membrane bioreactor) sewage treatment method
CN105130092B (en) Treatment device and method for degradation and nitrogen removal of printing and dyeing wastewater high-concentration organic matters
CN106186582A (en) The degraded of a kind of brewing wastewater high-enriched organics and the processing means of denitrogenation
CN203999132U (en) The high nitrogenous organic waste-water treating apparatus of a kind of circulating AO based on MBR
CN109205954A (en) Light electrolysis catalysis oxidation, biochemical treatment high-concentration waste hydraulic art
CN206033509U (en) Processing apparatus of brewing wastewater high concentration organic matter degradation and denitrogenation
CN108046518A (en) A kind of apparatus and method of the intensified denitrification and dephosphorization of low-carbon-source sewage
CN109264859A (en) A2O2Sewage disposal system and its processing method
CN204661495U (en) A/O waste water processes equipment

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant