CN102730914B - Method for processing livestock breeding wastewater by using anoxic membrane bioreactor - Google Patents

Method for processing livestock breeding wastewater by using anoxic membrane bioreactor Download PDF

Info

Publication number
CN102730914B
CN102730914B CN201210240178.4A CN201210240178A CN102730914B CN 102730914 B CN102730914 B CN 102730914B CN 201210240178 A CN201210240178 A CN 201210240178A CN 102730914 B CN102730914 B CN 102730914B
Authority
CN
China
Prior art keywords
membrane bioreactor
zone
aerobic
livestock breeding
wastewater
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
CN201210240178.4A
Other languages
Chinese (zh)
Other versions
CN102730914A (en
Inventor
廖志民
陶琨
袁志华
熊建中
周荣忠
王芳芳
肖俊
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.)
Jiangxi Jdl Environmental Protection Ltd
Original Assignee
Jiangxi Jdl Environmental Protection 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 Jiangxi Jdl Environmental Protection Ltd filed Critical Jiangxi Jdl Environmental Protection Ltd
Priority to CN201210240178.4A priority Critical patent/CN102730914B/en
Publication of CN102730914A publication Critical patent/CN102730914A/en
Application granted granted Critical
Publication of CN102730914B publication Critical patent/CN102730914B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention discloses a method for processing livestock breeding wastewater by using an anoxic membrane bioreactor. The method comprises the following steps: after preprocessing the livestock breeding wastewater, regulating the water quality and the water volume of the wastewater in a regulating tank, and then allowing the wastewater to enter the anoxic membrane bioreactor, wherein the concentration of active sludge in a reaction zone is 15,000-20,000mg/L, the middle lower part of the membrane zone is an aerobic zone, the dissolved oxygen is kept to be 2-5mg/L, the other zone of the membrane zone is anoxic or anaerobic environment, and the concentration of the dissolved oxygen is lower than 0.5mg/L; and enabling the wastewater in the reactor to continuously and alternately pass the aerobic zone, the anoxic zone and the anaerobic zone, continuously performing the biodegradation and transformation of pollutants, thereby realizing anaerobic ammoxidation denitrification in the same reactor. The whole reactor can achieve near zero emission of organic excess sludge, and the water quality of discharged water can reach the standard for recycling.

Description

A kind of facultative aerobic membrane bioreactor is processed the method for livestock breeding wastewater
Technical field
The present invention relates to a kind for the treatment of process of livestock breeding wastewater, especially relate to a kind of method of utilizing facultative aerobic membrane bioreactor to process livestock breeding wastewater.
Background technology
Livestock breeding wastewater suspended substance is many, ammonia nitrogen concentration is high, organic concentration is high, stink is large, but also contains the characteristics such as pathogenic agent that excrete with livestock and poultry, and intractability is difficult to qualified discharge greatly and after traditional technology processing.
Breeding wastewater adopts the biological treatments such as natural biology treatment technology, Anaerobic Methods in Treating, aerobic treatment technology, combination treatment technology at present mostly.For single aerobic, anaerobic treatment effect is unsatisfactory, plant's waste water generally adopts anaerobism+aerobic biochemical combination treatment technology at present.
Conventional Anaerobic Methods in Treating has: UASB, AF, UBF, USR, two phase anaerobic method;
Conventional aerobic treatment technology has: active sludge, biological filter, catalytic oxidation, SBR, blodisc;
Conventional advanced treatment technology: oxidation pond, artificial swamp, soil sanitation.
Fig. 1 is shown in the technical process of tradition anaerobism+aerobic biochemical combination treatment.
Figure 727581DEST_PATH_IMAGE001
tradition anaerobism+aerobic biochemical combination treatment technique is not enough: complex process, anaerobism natural pond slag be good utilisation not; Surplus sludge volume is many; Effluent quality difficulty is up to standard; Investment is large, and energy consumption is high; Level of automation is low, and operation is complicated.
Membrane bioreactor is the new type water treatment technology that high performance membrane isolation technique combines with active sludge, the tool potentiality of generally acknowledging as 21 century and the environmental improvement technology of competitive power, become at present in the desirable technique processed of water reuse field and high concentrated organic wastewater.Yet traditional aerobic membrane bioreactor Process on Ammonia Nitrogen treatment effect is unsatisfactory, and energy consumption is high, is difficult to realize discharged wastewater met the national standard.
Summary of the invention
The object of this invention is to provide a kind of method of utilizing facultative aerobic membrane bioreactor to process livestock breeding wastewater, overcome existing routine biochemistry treatment process and general membrane biological reactor process treatment effect is not good, energy consumption is high, and sludge creation amount is large, floor space is large, invests high defect.
Technical scheme of the present invention, a kind of method of utilizing facultative aerobic membrane bioreactor to process livestock breeding wastewater, comprises the following steps:
1. livestock breeding wastewater is first through aerobic or anaerobic technique pre-treatment;
2. water outlet after pretreatment enters the equalizing tank regulating water quality water yield;
3. water quality and quantity regulates rear sewage to enter facultative aerobic membrane bioreactor.
In step 3, by optimizing aerating system intensity distribution, middle and lower part, facultative aerobic membrane bioreactor film district is aerobic zone particularly, and dissolved oxygen remains on 2-5mg/L; Region beyond middle and lower part, facultative aerobic membrane bioreactor film district is oxygen or the anaerobic environment of holding concurrently, and dissolved oxygen concentration is lower than 0.5mg/L.
In whole system, form the flow location form that is alternately distributed of the aerobic-oxygen-anaerobism of holding concurrently, waste water in facultative aerobic membrane bioreactor can be continuously alternately through the aerobic-oxygen-anaerobic zone of holding concurrently, constantly carry out the Biodegradation and biotransformation of pollutent, principal pollutant (organic loading, ammonia nitrogen and the SS) degraded that strengthened.
Particularly in step 3, crown_interception due to film, in reaction zone, form the active sludge of high density, facultative aerobic membrane bioreactor system activity sludge concentration 15000-20000mg/L, facultative aerobic membrane bioreactor hydraulic detention time is 8-10 hour, mud is in low organic loading running status, and whole facultative aerobic membrane bioreactor can be realized organic excess sludge near zero release.
In step 3, in reactor, form and take amphimicrobe as main particularly, the aerobic bacterium phase morphology coexisting with amphimicrobe is realized Anammox denitrogenation in same facultative aerobic membrane bioreactor.
The present invention is mainly usingd facultative aerobic membrane bioreactor as the main process of processing breeding wastewater, solve the problem that is difficult to qualified discharge after livestock breeding wastewater is processed, simplified technical process simultaneously, reduced construction investment and floor space, improved treatment effect, maintenance of the equipment is simple; Effluent quality can reach < < urban sewage reutilization city miscellaneous water water quality > > (GB/T18920-2002) road-cleaning, fire-fighting, the reuse of greening water water quality standard.
Accompanying drawing explanation
Fig. 1 tradition anaerobism+aerobic biochemical combination treatment process flow sheet.
Fig. 2 process flow diagram of the present invention.
Fig. 3 facultative aerobic membrane bioreactor inside is aerobic-oxygen-anaerobism of holding concurrently be alternately distributed flow location form figure.
Embodiment
Embodiment 1
Treatment scale: 100m 3/ d; Adopt treatment process of the present invention: " pre-treatment (A/O pond)+equalizing tank+facultative aerobic membrane bioreactor ".Livestock breeding wastewater first after pretreatment, enter the equalizing tank regulating water quality water yield, after water quality and quantity regulates, sewage enters facultative aerobic membrane bioreactor, crown_interception due to film, in reaction zone, form the active sludge of high density, concentration is controlled at 15000-20000mg/L, and the reactor waterpower residence time is 10 hours.In facultative aerobic membrane bioreactor, by optimizing aerating system intensity distribution, middle and lower part, film district is aerobic zone, and dissolved oxygen remains on 2-5mg/L; Region beyond middle and lower part, film district is oxygen or the anaerobic environment of holding concurrently, and dissolved oxygen concentration, lower than 0.5mg/L, is answered in device and formed and take amphimicrobe as main, the aerobic bacterium phase morphology coexisting with amphimicrobe.Waste water in reactor alternately through the aerobic-oxygen-anaerobic zone of holding concurrently, constantly carries out the Biodegradation and biotransformation of pollutent continuously, and principal pollutant (organic loading, ammonia nitrogen and the SS) degraded that strengthened realizes Anammox denitrogenation in same reactor.Whole reactor can be realized organic excess sludge near zero release, and effluent quality can reach < < urban sewage reutilization city miscellaneous water water quality > > (GB/T18920-2002) road-cleaning, fire-fighting, the reuse of greening water water quality standard.
table 1 is respectively controlled project discharge value and discharge index comparison sheet
Figure 707039DEST_PATH_IMAGE003

Claims (3)

1. facultative aerobic membrane bioreactor is processed a method for livestock breeding wastewater, it is characterized in that comprising the following steps:
(1) livestock breeding wastewater is first through aerobic or anaerobic technique pre-treatment;
(2) water outlet after pretreatment enters the equalizing tank regulating water quality water yield;
(3) water quality and quantity regulates rear sewage to enter facultative aerobic membrane bioreactor, water outlet;
In step (3), middle and lower part, facultative aerobic membrane bioreactor film district is aerobic zone, and dissolved oxygen remains on 2-5mg/L; Region beyond middle and lower part, facultative aerobic membrane bioreactor film district is oxygen or the anaerobic environment of holding concurrently, and dissolved oxygen concentration is lower than 0.5mg/L.
2. method according to claim 1, is characterized in that: facultative aerobic membrane bioreactor system activity sludge concentration 15000-20000mg/L, facultative aerobic membrane bioreactor hydraulic detention time is 8-10 hour.
3. method according to claim 1, is characterized in that: in facultative aerobic membrane bioreactor, form and take amphimicrobe as main, the aerobic bacterium phase morphology coexisting with amphimicrobe.
CN201210240178.4A 2012-07-12 2012-07-12 Method for processing livestock breeding wastewater by using anoxic membrane bioreactor Active CN102730914B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210240178.4A CN102730914B (en) 2012-07-12 2012-07-12 Method for processing livestock breeding wastewater by using anoxic membrane bioreactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210240178.4A CN102730914B (en) 2012-07-12 2012-07-12 Method for processing livestock breeding wastewater by using anoxic membrane bioreactor

Publications (2)

Publication Number Publication Date
CN102730914A CN102730914A (en) 2012-10-17
CN102730914B true CN102730914B (en) 2014-04-02

Family

ID=46987318

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210240178.4A Active CN102730914B (en) 2012-07-12 2012-07-12 Method for processing livestock breeding wastewater by using anoxic membrane bioreactor

Country Status (1)

Country Link
CN (1) CN102730914B (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103864211A (en) * 2014-02-26 2014-06-18 上海大学 Method for processing food processing wastewater by adopting facultative membrane bioreactor and facultative membrane bioreactor
CN103803706B (en) * 2014-03-04 2016-01-27 重庆耐德机械设备有限公司 A kind of based on membrane bioreactor sewage water treatment method
CN104326561B (en) * 2014-11-18 2016-04-20 华中农业大学 A kind of multistage microbial augmentation improves the method for livestock breeding wastewater processing efficiency
CN104528934B (en) * 2014-12-04 2016-04-27 浙江清华长三角研究院 Short-cut nitrification-denitrification denitrogenation membrane bioreactor and sewage treatment process thereof
CN105036328A (en) * 2015-04-20 2015-11-11 江西金达莱环保股份有限公司 Village decentralized wastewater treatment method
CN104829043A (en) * 2015-04-20 2015-08-12 江西金达莱环保股份有限公司 Method for treatment of foodstuff wastewater based on technology of facultative anaerobic membrane bioreactor
CN105923748A (en) * 2015-09-01 2016-09-07 江西金达莱环保股份有限公司 Sewage treatment method and system of mud zero release
CN105948246A (en) * 2015-09-01 2016-09-21 江西金达莱环保股份有限公司 Non-zoned membrane biological sewage treatment method and non-zoned membrane biological sewage treatment system
CN106554075A (en) * 2015-09-24 2017-04-05 北京联合创业环保工程股份有限公司 Micro- aerobic recirculating fluidized bed membrane bioreactor and system
CN108911135B (en) * 2018-07-17 2021-06-11 厦门理工学院 Treatment method of livestock and poultry wastewater

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101148302A (en) * 2006-09-18 2008-03-26 深圳市金达莱环保股份有限公司 Method for treating waste water of livestock and fowl cultivation
CN101885570B (en) * 2009-05-15 2012-04-04 江西金达莱环保研发中心有限公司 Sludge treatment method
CN101885537B (en) * 2009-05-15 2011-12-07 江西金达莱环保研发中心有限公司 Process for treating sewage with low sludge content
CN101817615A (en) * 2010-03-15 2010-09-01 南昌大学 Anaerobic-sequencing batch biofilm reactor-artificial wetland method for treating piggery wastewater

Also Published As

Publication number Publication date
CN102730914A (en) 2012-10-17

Similar Documents

Publication Publication Date Title
CN102730914B (en) Method for processing livestock breeding wastewater by using anoxic membrane bioreactor
CN101759323B (en) Treatment combined process for pig farm waste water with high nitrogen content
CN106430562B (en) A kind of processing method of poultry discharged wastewater met the national standard
CN101817615A (en) Anaerobic-sequencing batch biofilm reactor-artificial wetland method for treating piggery wastewater
CN106277582A (en) A kind of utilize microalgae method of denitrogenation dephosphorizing in aquaculture wastewater
CN110395851B (en) High-altitude town sewage treatment method based on nitrogen and phosphorus capture and completely autotrophic nitrogen removal
CN103332788B (en) Multi-stage anaerobic-aerobic combined nitrogen and phosphorus removing device and method for rural domestic sewage
CN103112948B (en) Method for rapidly culturing autotrophic nitrogen removal granule sludge under conditions of low substrate concentration and high ascending velocity
CN209740813U (en) Anaerobic-aerobic internal circulation sludge in-situ reduction system based on A2/O process
CN108383239B (en) Integrated biological treatment process for shortcut nitrification anaerobic ammonia oxidation and phosphorus removal under intermittent aeration mode
CN103601347B (en) Domestic sewage treatment method and UAFB-EGSB coupled system quick start method
CN203582652U (en) Advanced treatment device of refuse leachate tail water
CN106587349B (en) Treatment device for high-ammonia-nitrogen high-organic-matter corn deep processing wastewater
CN103086502A (en) Rapid styrene butadiene rubber (SBR) nitrosoation recovery method
CN109650543B (en) SPNA integrated denitrification method for treating low-matrix wastewater under continuous flow condition
CN104291444A (en) System and method for treatment of contact hydrolysis-algae micro-aeration composite wastewater
CN203582653U (en) Livestock/fowl culture wastewater treatment system
CN107857356B (en) Bubble-free membrane oxygenated sewage treatment reactor and treatment method
CN103253835B (en) Coal gasification wastewater treatment device and treatment method thereof
CN202164164U (en) Sewage treatment device for removing high-concentration ammonia nitrogen
CN112830637B (en) Biochemical combined sewage treatment method capable of obtaining phosphorus-rich sludge
Gutwinski et al. Removal of nitrogen and phosphorus from reject water using chlorella vulgaris algae after partial nitrification/anammox process
CN204079723U (en) There is the microorganism doubletype Sewage treatment systems of stability
CN204198490U (en) A kind of assembly type membrane bioreactor
CN107840455B (en) Village and town sewage treatment integrated device and treatment method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C53 Correction of patent for invention or patent application
CB02 Change of applicant information

Address after: 330100 Jiangxi city in Nanchang Province, the new County Changleng foreign investment industrial zone (District) No. 459 Industrial Avenue

Applicant after: Jiangxi JDL Environmental Protection Ltd

Address before: 330100 Jiangxi city in Nanchang Province, the new County Changleng foreign investment industrial zone (District) No. 459 Industrial Avenue

Applicant before: Jiangxi JDL Environmental Protection Research Ltd.

COR Change of bibliographic data

Free format text: CORRECT: APPLICANT; FROM: JIANGXI JDL ENVIRONMENTAL PROTECTION RESEARCH LTD. TO: JIANGXI JINDALAI ENVIRONMENTAL PROTECTION CO., LTD.

C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant