CN106011017B - method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria - Google Patents

method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria Download PDF

Info

Publication number
CN106011017B
CN106011017B CN201610496698.XA CN201610496698A CN106011017B CN 106011017 B CN106011017 B CN 106011017B CN 201610496698 A CN201610496698 A CN 201610496698A CN 106011017 B CN106011017 B CN 106011017B
Authority
CN
China
Prior art keywords
sludge
anammox bacteria
bacteria
anammox
rapid proliferation
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
CN201610496698.XA
Other languages
Chinese (zh)
Other versions
CN106011017A (en
Inventor
吴鹏
闾刚
沈耀良
徐乐中
王建芳
陈重军
钱飞跃
梅娟
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.)
Suzhou University of Science and Technology
Original Assignee
Suzhou University of Science and Technology
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 Suzhou University of Science and Technology filed Critical Suzhou University of Science and Technology
Priority to CN201610496698.XA priority Critical patent/CN106011017B/en
Publication of CN106011017A publication Critical patent/CN106011017A/en
Application granted granted Critical
Publication of CN106011017B publication Critical patent/CN106011017B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12NMICROORGANISMS OR ENZYMES; COMPOSITIONS THEREOF; PROPAGATING, PRESERVING, OR MAINTAINING MICROORGANISMS; MUTATION OR GENETIC ENGINEERING; CULTURE MEDIA
    • C12N1/00Microorganisms, e.g. protozoa; Compositions thereof; Processes of propagating, maintaining or preserving microorganisms or compositions thereof; Processes of preparing or isolating a composition containing a microorganism; Culture media therefor
    • C12N1/20Bacteria; Culture media therefor
    • CCHEMISTRY; METALLURGY
    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12MAPPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M27/00Means for mixing, agitating or circulating fluids in the vessel
    • C12M27/02Stirrer or mobile mixing elements
    • CCHEMISTRY; METALLURGY
    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12MAPPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M29/00Means for introduction, extraction or recirculation of materials, e.g. pumps
    • C12M29/04Filters; Permeable or porous membranes or plates, e.g. dialysis

Landscapes

  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Organic Chemistry (AREA)
  • Wood Science & Technology (AREA)
  • Bioinformatics & Cheminformatics (AREA)
  • Zoology (AREA)
  • Genetics & Genomics (AREA)
  • Biotechnology (AREA)
  • Biomedical Technology (AREA)
  • Biochemistry (AREA)
  • General Engineering & Computer Science (AREA)
  • General Health & Medical Sciences (AREA)
  • Microbiology (AREA)
  • Sustainable Development (AREA)
  • Medicinal Chemistry (AREA)
  • Tropical Medicine & Parasitology (AREA)
  • Virology (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention discloses a method for realizing rapid proliferation of anammox bacteria, which comprises the following steps: based on the maximum electron transfer capacity of anammox bacteria, the MBR reactor is combined to start anammox, mixed sludge of nitrified sludge (90%) and anaerobic granular sludge (10%) is inoculated, the sludge retention time is gradually shortened, the maximum specific growth rate of the anammox bacteria is improved, and the rapid proliferation of the anammox bacteria is realized. Aiming at the characteristics of long starting time of anaerobic ammonia oxidation and low sludge growth rate, the invention combines MBR and anaerobic ammonia oxidation together and inoculates an optimal sludge source, so that the novel high-efficiency denitrification technology can be applied to actual production in a large scale as soon as possible.

Description

Method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria
Technical Field
the invention belongs to the technical field of sewage treatment, and particularly relates to a method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria.
Background
With the development of industries such as petrifaction, food and pharmacy and the continuous improvement of the living standard of people, the content of nitrogen compounds in industrial wastewater and domestic sewage is increased rapidly, and the removal of nitrogen pollutants is one of the research hotspots in the field of sewage treatment. The traditional denitrification technology consists of two parts of nitrification and denitrification, and the traditional biological denitrification method has the advantages of good treatment effect, stable and reliable treatment process, convenient operation and management and no secondary pollution. But the nitration process requires a large amount of energy consumption; the denitrification process requires a certain amount of organic matter, which increases the operating cost.
Compared with the traditional biological denitrification process, anaerobic ammonia oxidation has the following unique advantages: (1) an organic carbon source is not required to be added in the reaction process as an electron donor, so that about 40% of operation cost is saved, and secondary pollution of CO2 is prevented; (2) half of NH4+ -N is only required to be oxidized into NO 2-N in the pre-reaction, so that the oxygen supply is saved; (3) the growth of the anaerobic ammonium oxidation bacteria is slow, the sludge yield is reduced by 90 percent, and the sludge treatment cost is saved. Although anammox has such many advantages, it cannot be quickly applied to engineering because of the long multiplication time of anammox bacteria and the need for strict anaerobic conditions. At present, many scholars at home and abroad try to explore ways for rapidly starting and enriching anammox bacteria with high denitrification efficiency by different methods, a plurality of referential experiences are accumulated, and research hotspots are mainly focused on: selecting the sludge inoculated in the anaerobic ammonia oxidation reactor, and selecting the reactor suitable for the growth characteristics of anaerobic ammonia oxidation bacteria.
MBR is used as a novel bioreactor, and has a very wide application prospect. Due to the efficient interception function of the membrane, microorganisms are completely intercepted in the bioreactor, and higher microorganism concentration can be maintained in the system, so that enrichment and culture of anaerobic ammonium oxidation bacteria are facilitated. Is an ideal reactor for starting Anammox.
At present, the anaerobic ammonia oxidation has the problems of long starting time and slow sludge growth rate, and the practical application of the anaerobic ammonia oxidation is limited to a great extent. In order to better promote the wide application of the anaerobic ammonia oxidation technology to the practical process, the effective and rapid enrichment of the anaerobic ammonia oxidation bacteria is particularly important.
The anaerobic ammonia oxidation process has the advantages of high-efficiency denitrification, low energy consumption, low sludge yield and the like, and is considered to be a technology with application prospect in the field of denitrification. However, the amammox technology is still engineered, and some technical problems which need to be solved urgently still exist. The problem of enrichment of Anammox bacteria is solved firstly. The growth of the Anramox bacteria serving as the main body of the Anramox technology is extremely slow, and the Anramox bacteria become the bottleneck of popularization and application of the technology.
disclosure of Invention
The invention aims to provide a method for realizing rapid proliferation of Anammox bacteria, and aims to solve the problems of long Anammox starting time, slow sludge growth rate and extremely slow Anammox bacteria enrichment and growth in the traditional denitrification technology.
The invention is realized by the method for realizing the rapid proliferation of the anaerobic ammonium oxidation bacteria, which comprises the following steps:
A method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria comprises the following steps:
And inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge in the MBR, and gradually shortening the retention time of the sludge to improve the maximum specific growth rate of the anaerobic ammonium oxidation bacteria so as to realize the rapid proliferation of the anaerobic ammonium oxidation bacteria.
Further, the method for realizing rapid proliferation of the anaerobic ammonium oxidation bacteria specifically comprises the following steps:
inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge into the MBR, and starting anaerobic ammonia oxidation;
in the starting process, gradually shortening the sludge retention time from 15 days to 3 days, and measuring the maximum specific growth rate of the anaerobic ammonium oxidation bacteria;
When the sludge retention time is 3 days, the maximum specific growth rate of the anammox bacteria is measured, and the rapid proliferation of the anammox bacteria is realized.
Furthermore, the rapid proliferation analysis of the anammox bacteria is required before the rapid proliferation method of the anammox bacteria is realized, and the analysis comprises the analysis based on the maximum electron transfer capacity of the anammox bacteria.
further, the nitrified sludge was 90% and the anaerobic granular sludge was 10%.
further, the starting anaerobic ammonia oxidation method comprises the following steps:
Inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge in the MBR, culturing by adopting simulated water distribution, controlling the pH of inlet water to be 7.5 +/-0.5, and finishing starting anaerobic ammonia oxidation after 80 days.
further, the sludge retention time is gradually shortened from 15 days to 3 days, and the method for determining the maximum specific growth rate of the anaerobic ammonium oxidation bacteria comprises the following steps: controlling the hydraulic retention time to be 1 day, controlling the sludge retention time to be 15 days, continuously culturing for 60 days, measuring that the maximum specific growth rate of the anammox bacteria is 0.067d-1 at the moment, gradually shortening to 3 days, measuring that the maximum specific growth rate of the anammox bacteria is 0.33d-1, and increasing the proliferation rate of the anammox bacteria to 3 times of the original proliferation rate.
Furthermore, a rapid proliferation device for realizing anaerobic ammonium oxidation bacteria is provided with a water inlet cylinder, a peristaltic pump, a reactor, a membrane device, a stirrer and a water outlet cylinder; the peristaltic pump is provided with a first peristaltic pump and a second peristaltic pump; the inlet of the first peristaltic pump is connected with the water inlet cylinder, the outlet of the first peristaltic pump is connected with the inlet of the reactor, the outlet of the reactor is connected with the inlet of the second peristaltic pump, the outlet of the second peristaltic pump is connected with the water outlet cylinder, the membrane device is installed in the reactor, and the stirring machine is inserted in the membrane device.
according to the invention, the anaerobic ammonia oxidation is started by MBR, the mixed sludge of nitrified sludge (90%) and anaerobic granular sludge (10%) is inoculated, the sludge retention time is gradually shortened, the maximum specific growth rate of anaerobic ammonia oxidation bacteria is increased, the maximum proliferation rate of anaerobic ammonia oxidation bacteria is 0.33d-1, and is increased by 2 times compared with the proliferation rate of anaerobic ammonia oxidation bacteria (less than 0.1d-1) reported by most of literatures, so that the aim of rapidly proliferating the anaerobic ammonia oxidation bacteria is fulfilled;
The method for realizing rapid proliferation of the Anammox bacteria, provided by the invention, enables the reactor to enrich more Anammox bacteria in a shorter time, and solves the problems of long starting time of Anammox, slow sludge growth rate and extremely slow enrichment and growth of Anammox bacteria in the traditional denitrification technology.
Table 1 is a summary of the anaerobic ammonium oxidation bacteria kinetic parameters of the present invention;
TABLE 1
Drawings
FIG. 1 is a flow chart of a method for achieving rapid proliferation of anammox bacteria according to an embodiment of the present invention.
FIG. 2 shows a rapid proliferation apparatus for anammox bacteria according to the present invention.
In the figure: 1. a water inlet cylinder; 2. a first peristaltic pump; 3. a membrane device; 4. a blender; 5. a water outlet barrel; 6. a reactor; 7. a second peristaltic pump.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The application of the principles of the present invention will be further described with reference to the accompanying drawings and specific embodiments.
as shown in fig. 1:
a method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria comprises the following steps:
And inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge in the MBR, and gradually shortening the retention time of the sludge to improve the maximum specific growth rate of the anaerobic ammonium oxidation bacteria so as to realize the rapid proliferation of the anaerobic ammonium oxidation bacteria.
as shown in fig. 1: the method for realizing the rapid proliferation of the anaerobic ammonium oxidation bacteria comprises the following steps:
S101: carrying out rapid proliferation analysis on anaerobic ammonium oxidation bacteria;
S102: inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge into the MBR, and starting anaerobic ammonia oxidation;
s103: in the starting process, gradually shortening the sludge retention time from 15 days to 3 days, and measuring the maximum specific growth rate of the anaerobic ammonium oxidation bacteria;
S104: when the sludge retention time is 3 days, the maximum specific growth rate of the anammox bacteria is measured, and the rapid proliferation of the anammox bacteria is realized.
the nitrified sludge accounts for 90 percent, and the anaerobic granular sludge accounts for 10 percent.
The analysis described in the anammox rapid proliferation assay includes an assay based on the maximum electron transfer capacity of anammox bacteria.
the starting anaerobic ammonia oxidation method comprises the following steps:
Inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge in the MBR, culturing by adopting simulated water distribution, controlling the pH of inlet water to be 7.5 +/-0.5, and finishing starting anaerobic ammonia oxidation after 80 days.
The sludge retention time is gradually shortened from 15 days to 3 days, and the method for determining the maximum specific growth rate of the anaerobic ammonium oxidation bacteria comprises the following steps: controlling the hydraulic retention time to be 1 day, controlling the sludge retention time to be 15 days, continuously culturing for 60 days, measuring that the maximum specific growth rate of the anammox bacteria is 0.067d-1 at the moment, gradually shortening to 3 days, measuring that the maximum specific growth rate of the anammox bacteria is 0.33d-1, and increasing the proliferation rate of the anammox bacteria to 5 times of the original proliferation rate.
Starting anaerobic ammonia oxidation by combining MBR, gradually shortening sludge retention time by inoculating mixed sludge of nitrified sludge (90%) and anaerobic granular sludge (10%), improving the maximum specific growth rate of anaerobic ammonia oxidizing bacteria, and realizing rapid proliferation of anaerobic ammonia oxidizing bacteria.
As shown in fig. 2 |: a rapid proliferation device for realizing anaerobic ammonium oxidation bacteria is provided with a water inlet cylinder 1, a peristaltic pump, a reactor 6, a membrane device 3, a stirrer 4 and a water outlet cylinder 5; the peristaltic pump is provided with a first peristaltic pump 2 and a second peristaltic pump 7; the inlet of the first peristaltic pump is connected with the water inlet cylinder, the outlet of the first peristaltic pump is connected with the inlet of the reactor, the outlet of the reactor is connected with the inlet of the second peristaltic pump, the outlet of the second peristaltic pump is connected with the water outlet cylinder, the membrane device is installed in the reactor, and the stirring machine is inserted in the membrane device.
According to the invention, the MBR is adopted to start the anaerobic ammonia oxidation, the maximum specific growth rate of the anaerobic ammonia oxidation bacteria is improved by shortening the sludge retention time, and the optimal working condition in the starting process of the Anammox membrane bioreactor is inspected, so that the aim of rapidly proliferating the anaerobic ammonia oxidation bacteria is fulfilled.
Aiming at the characteristics of long starting time of anaerobic ammonia oxidation and low sludge growth rate, the invention combines MBR and anaerobic ammonia oxidation together, inoculates the optimal sludge source, and tests and optimizes the process operation conditions and process operation parameters of the rapid proliferation anaerobic ammonia oxidation bacteria. So that the novel high-efficiency denitrification technology can be applied to the actual production in a large scale as soon as possible.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.

Claims (6)

1. a method for realizing rapid proliferation of anammox bacteria, comprising:
Based on the maximum electron transfer capacity of the anammox bacteria, mixed sludge of nitrified sludge and anaerobic granular sludge is inoculated in an MBR (membrane bioreactor), and the rapid proliferation of the anammox bacteria is realized by gradually shortening the retention time of the sludge and increasing the maximum specific growth rate of the anammox bacteria;
The method for realizing the rapid proliferation of the anaerobic ammonium oxidation bacteria comprises the following steps:
inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge into the MBR, and starting anaerobic ammonia oxidation;
In the starting process, gradually shortening the sludge retention time from 15 days to 3 days, and measuring the maximum specific growth rate of the anaerobic ammonium oxidation bacteria;
When the sludge retention time is 3 days, the maximum specific growth rate of the anammox bacteria is measured, and the rapid proliferation of the anammox bacteria is realized.
2. the method for rapid proliferation of anammox bacteria according to claim 1, wherein the rapid proliferation of anammox bacteria is further analyzed by anammox bacteria rapid proliferation analysis, and the analysis comprises analysis based on maximum electron transfer capacity of anammox bacteria.
3. The method for achieving rapid proliferation of anammox bacteria according to claim 1, wherein the nitrified sludge is 90% and the anaerobic granular sludge is 10%.
4. The method for achieving rapid proliferation of anammox bacteria according to claim 1, wherein the starting of the anammox method comprises:
inoculating mixed sludge of nitrifying sludge and anaerobic granular sludge in the MBR, culturing by adopting simulated water distribution, controlling the pH of inlet water to be 7.5 +/-0.5, and finishing starting anaerobic ammonia oxidation after 80 days.
5. The method for achieving rapid proliferation of anammox bacteria according to claim 1,
The sludge retention time is gradually shortened from 15 days to 3 days, and the method for determining the maximum specific growth rate of the anaerobic ammonium oxidation bacteria comprises the following steps: controlling the hydraulic retention time to be 1 day and the sludge retention time to be 15 days, continuously culturing for 60 days, measuring the maximum specific growth rate of the anammox bacteria at the moment, and measuring the maximum specific growth rate of the anammox bacteria when the maximum specific growth rate is gradually shortened to 3 days.
6. The rapid propagation apparatus for rapid propagation of anammox bacteria according to claim 1, wherein the apparatus for rapid propagation of anammox bacteria comprises a water inlet tube, a peristaltic pump, a reactor, a membrane unit, a stirrer, and a water outlet tube; the peristaltic pump is provided with a first peristaltic pump and a second peristaltic pump; the inlet of the first peristaltic pump is connected with the water inlet cylinder, the outlet of the first peristaltic pump is connected with the inlet of the reactor, the outlet of the reactor is connected with the inlet of the second peristaltic pump, the outlet of the second peristaltic pump is connected with the water outlet cylinder, the membrane device is installed in the reactor, and the stirring machine is inserted in the membrane device.
CN201610496698.XA 2016-06-28 2016-06-28 method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria Active CN106011017B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610496698.XA CN106011017B (en) 2016-06-28 2016-06-28 method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610496698.XA CN106011017B (en) 2016-06-28 2016-06-28 method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria

Publications (2)

Publication Number Publication Date
CN106011017A CN106011017A (en) 2016-10-12
CN106011017B true CN106011017B (en) 2019-12-06

Family

ID=57104395

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610496698.XA Active CN106011017B (en) 2016-06-28 2016-06-28 method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria

Country Status (1)

Country Link
CN (1) CN106011017B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108298684A (en) * 2018-02-11 2018-07-20 天津碧水源膜材料有限公司 A kind of device and method of integral type reciprocating motion type anaerobism MBR cultures anaerobic ammonia oxidizing bacteria
CN111892161B (en) * 2020-08-07 2021-06-11 同济大学 Method for rapidly starting anaerobic ammonia oxidation by using inorganic composite powder carrier

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101054236A (en) * 2007-05-28 2007-10-17 北京市环境保护科学研究院 Denitrogenation method for nitrosation-anaerobic ammoxidation single stage organism
CN101302059A (en) * 2008-06-24 2008-11-12 大连理工大学 Inverted denitrification process film bioreactor
CN101671094A (en) * 2009-10-09 2010-03-17 大连交通大学 Single-stage whole process autotrophic denitrification sewage treatment device and technique thereof
CN101704576A (en) * 2009-11-13 2010-05-12 江南大学 Method for realizing synchronous denitrification in membrane bioreactor
CN103224284A (en) * 2013-03-17 2013-07-31 北京工业大学 Rapid starting method of membrane bioreactor completely-autotrophic nitrogen removal technology
CN103693734A (en) * 2013-12-15 2014-04-02 北京工业大学 Method for initiating nitrosification granular sludge for domestic sewage treatment
CN104386814A (en) * 2014-12-02 2015-03-04 河北工业大学 Method for intensifying starting performance of anaerobic ammonia oxidation process by using ultrasonic wave
CN105254011A (en) * 2015-11-12 2016-01-20 山东大学 Reactor capable of quickly starting anaerobic ammonia oxidation coupling nitrosation reaction and quick-start method

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101054236A (en) * 2007-05-28 2007-10-17 北京市环境保护科学研究院 Denitrogenation method for nitrosation-anaerobic ammoxidation single stage organism
CN101302059A (en) * 2008-06-24 2008-11-12 大连理工大学 Inverted denitrification process film bioreactor
CN101671094A (en) * 2009-10-09 2010-03-17 大连交通大学 Single-stage whole process autotrophic denitrification sewage treatment device and technique thereof
CN101704576A (en) * 2009-11-13 2010-05-12 江南大学 Method for realizing synchronous denitrification in membrane bioreactor
CN103224284A (en) * 2013-03-17 2013-07-31 北京工业大学 Rapid starting method of membrane bioreactor completely-autotrophic nitrogen removal technology
CN103693734A (en) * 2013-12-15 2014-04-02 北京工业大学 Method for initiating nitrosification granular sludge for domestic sewage treatment
CN104386814A (en) * 2014-12-02 2015-03-04 河北工业大学 Method for intensifying starting performance of anaerobic ammonia oxidation process by using ultrasonic wave
CN105254011A (en) * 2015-11-12 2016-01-20 山东大学 Reactor capable of quickly starting anaerobic ammonia oxidation coupling nitrosation reaction and quick-start method

Also Published As

Publication number Publication date
CN106011017A (en) 2016-10-12

Similar Documents

Publication Publication Date Title
CN106830573B (en) Low-energy-consumption urban sewage denitrification method based on enhanced carbon capture and anaerobic ammonia oxidation
CN102557356B (en) Process and method for denitrification and phosphorus removal of municipal sewage by half shortcut nitrification and anaerobic ammonium oxidation
CN101343116B (en) Quick start method for anaerobic ammonia oxidation bioreactor for urban sewage
CN104058555B (en) Based on low ratio of carbon to ammonium municipal effluent denitrification system and the treatment process of Anammox
CN105384247B (en) It is a kind of that the method that part denitrification couples Anammox denitrogenation is realized by A/O biomembrane process
CN107381815B (en) Device and method for realizing deep denitrification of domestic sewage by mainstream endogenous short-range denitrification/anaerobic ammonia oxidation process
CN109160606B (en) Method for producing methane and efficiently and deeply denitrifying urban sewage
CN102344197B (en) Method for rapidly starting anaerobic ammonium oxidation reactor
CN103922466B (en) A kind of nitrosated granular sludge cultural method of normal temperature process city domestic sewage
CN112408593B (en) FA pretreatment-based reinforced synchronous short-cut denitrification anaerobic ammonia oxidation coupled in-situ fermentation deep denitrification device and method
CN104291529B (en) The apparatus and method of part denitrification-Anammox process high concentration nitrate waste water and municipal effluent
CN102583883B (en) Technology and method for treating urban sewage by sectional parallel anaerobic ammonia oxidation
CN105236573A (en) Fast cultivation method for SNAD biological film of urban sewage
CN103723821A (en) Method for rapid mutagenesis of autotrophic nitrosation sludge from complete nitrifying sludge
CN202542997U (en) Half shortcut nitrification/ anaerobic ammonia oxidation nitrogen and phosphorus removal device for urban sewage
CN105110581A (en) Biological denitrification process of organic nitrogen waste water
CN104944701A (en) Method for enhancing sewage nitrogen and phosphorus removal and saving energy and reducing consumption based on pulse aeration
Yang et al. Nitrogen metabolism in photosynthetic bacteria wastewater treatment: a novel nitrogen transformation pathway
CN106011017B (en) method for realizing rapid proliferation of anaerobic ammonium oxidation bacteria
CN108383239B (en) Integrated biological treatment process for shortcut nitrification anaerobic ammonia oxidation and phosphorus removal under intermittent aeration mode
CN107162214B (en) Sewage treatment method for nitrogen and phosphorus removal by coupling composite microorganism with micron zero-valent iron
CN103601347B (en) Domestic sewage treatment method and UAFB-EGSB coupled system quick start method
CN106915825B (en) Device and method for promoting nitrosation-anaerobic ammonia oxidation granulation of UMABR reactor
CN215049041U (en) Waste water anaerobic ammonia oxidation device
CN204111537U (en) The device of internal carbon source denitrification coupling Anammox Treating Municipal Sewage

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant