CN108046426A - Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process - Google Patents

Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process Download PDF

Info

Publication number
CN108046426A
CN108046426A CN201810004264.2A CN201810004264A CN108046426A CN 108046426 A CN108046426 A CN 108046426A CN 201810004264 A CN201810004264 A CN 201810004264A CN 108046426 A CN108046426 A CN 108046426A
Authority
CN
China
Prior art keywords
reactor
oxidation process
nitrate nitrogen
concentration
added
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.)
Pending
Application number
CN201810004264.2A
Other languages
Chinese (zh)
Inventor
姚宏
马金元
田盛
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.)
Beijing Jiaotong University
Original Assignee
Beijing Jiaotong University
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 Beijing Jiaotong University filed Critical Beijing Jiaotong University
Priority to CN201810004264.2A priority Critical patent/CN108046426A/en
Publication of CN108046426A publication Critical patent/CN108046426A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/28Anaerobic digestion processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/16Nitrogen compounds, e.g. ammonia

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Microbiology (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Measuring Or Testing Involving Enzymes Or Micro-Organisms (AREA)

Abstract

The method that nitrate nitrogen generates in anaerobic ammonium oxidation process is reduced the invention discloses a kind of, is as follows:The anaerobic ammonia oxidizing bacteria that nitrogen removal performance is stablized is taken to be seeded to reactor, is added in into reaction and contains certain density ammonia nitrogen (NH4 +) and nitrite (NO2 ) substrate reaction liquid, suitable Anammox intermediate product hydrazine (N is added in into reactor2H4), with NO present in system2 React generation azide anion (N3 ) or to add azide (N directly into reactor3X form) makes the certain density N of the holding in reactor3 , N3 With very strong reactivity, the activity of nitrate reductase (Nar) that can be in the of short duration inhibition anaerobic ammonia oxidizing bacteria of selectivity, so as to avoid the generation of nitrate nitrogen in anaerobic ammonium oxidation process.This method effectively prevents nitrate nitrogen (N during anaerobic oxidation3 ) accumulation problem, improve anaerobic ammonia oxidation process water outlet total nitrogen compliance rate, easy to operate, at low cost, non-secondary pollution.

Description

Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process
Technical field
It is generated the present invention relates to nitrate nitrogen in bio-denitrifying sewage field more particularly to a kind of reduction anaerobic ammonium oxidation process Method.
Background technology
Anammox (anammox) is a kind of cost-effective nitrogen removal technique, is played in earth nitrogen cycle important Effect, which completed by the anaerobic bacteria of the inorganic autotrophic type of chemistry, it is with nitrite (NO2 -) urged as electron acceptor Change oxidation ammonia nitrogen (NH4 +), generate nitrogen (N2).The anaerobism and autotrophy performance of these microorganisms save aeration power, eliminate to having The demand of machine carbon, and sludge generation is reduced, therefore, it is commonly used for high energy efficiency wastewater treatment.
Hydrazine (N2H4) it is intermediate product in anaerobic ammonium oxidation process, anaerobic ammonia oxidizing bacteria can be synthesized and is metabolized certain dense The N of degree2H4, it is the electron storage pond in anaerobic ammonium oxidation process, in the metabolic process that Anammox system is maintained to stablize Play an important roll.(pH in acid condition<1.0),NO2 -And N2H4Chemical reaction generation azide anion (N can occur3 -), and In Anammox system, under the action of anaerobic ammonia oxidizing bacteria, in neutrallty condition, additional N2H4Also can and NO2 -Reaction life Into azide anion (N3 -), N3 -Ability with very strong suction proton, the transmembrane process of its energy accelerating proton, meanwhile, it also has Stronger toxicity, is often used as biostatic agent.
Nitrate reductase (Nar) is the multifunctional enzyme in ANAMMOX bacterium, and main function is catalytic oxidation NO2 -Generation Nitrate nitrogen (NO3 -), it had both had oxidation NO2 -Functional subunits, and with by NO3 -The functional subunits of reduction, therefore when the external world When having the electronics of surplus in environment, it can absorb electronics in environment by NO in system3 -It is reduced into NO2 -, and when the external world is one When kind owes (scarce) electronic environment state, it can be by NO2 -It is oxidized to NO3 -, while discharge electronics.Contain molybdenum cofactor in the enzyme, because This, it is to azide (N3X it is) more sensitive.
NO3 -Accumulation is a defect of anaerobic ammonia oxidation process.Anaerobic ammonia oxidizing bacteria is in removal NH4 +And NO2 -While About 1/10 NO can be generated3 -, and the NO generated3 -Usually it can all be accumulated in system, it is total so as to low anaerobic ammonia oxidation process Nitrogen removal efficiency.
At present, there are no one kind in the prior art to be effectively prevented from nitrate nitrogen (NO in anaerobic ammonium oxidation process3 -) generation and The method of accumulation.
The content of the invention
The method that nitrate nitrogen generates in anaerobic ammonium oxidation process is reduced the embodiment provides a kind of, is avoided with realizing Nitrate nitrogen (NO in anaerobic ammonium oxidation process3 -) generation.
To achieve these goals, this invention takes following technical solutions.
A kind of method that nitrate nitrogen generates in reduction anaerobic ammonium oxidation process, including:
The anaerobic ammonia oxidizing bacteria that nitrogen removal performance is stablized is taken to be seeded to reactor, is added in into the reactor containing certain dense The oxidation ammonia nitrogen NH of degree4 +With nitrite NO2 -Substrate reaction liquid;
Appropriate substance is added in into the reactor makes azide anion N in the reactor3 -Concentration maintain 20.0~ 200.0uM。
Further, NH in the reactor4 +Concentration is 1.0~7.0mM, NO2 -Concentration is 1.0~9.0mM, and is reacted NO in device2 -Concentration and NH4 +Concentration ratio be 1.20~1.50.
Further, it is described appropriate substance is added in into the reactor to make N in the reactor3 -Concentration maintain 20.0~200.0uM, including:
The intermediate product hydrazine N of Anammox is added in into the reactor2H4, make hydrazine N2H4With the reactor Present in nitrite NO2 -React generation N3 -, the N2H4Add as a solution, dosage for 0.5~ 5.0mM。
Further, it is described appropriate substance is added in into the reactor to make nitrate nitrogen N in the reactor3 -Concentration dimension It holds in 20.0~200.0uM, including:
Azide N is added into the reactor3X makes nitrate nitrogen N in the reactor3 -Concentration be maintained at 20.0~ 200.0uM, the azide N3X is added as a solution, and dosage is 20.0~200.0uM.
Further, the azide N3X is hydrazoic acid N3H or sodium azide N3Na。
Further, the condition of culture of anaerobic ammonia oxidizing bacteria is in the reactor:32~35 DEG C of temperature, pH for 7.5~ 8.0, dissolved oxygen (DO)<0.1mg/l.
The method of the embodiment of the present invention is by anti-it can be seen from the technical solution provided by embodiments of the invention described above It answers and suitable Anammox intermediate product hydrazine (N is added in device2H4), make its life that reacts with nitrous present in system Into azide anion (N3 -) or to add azide (N directly into reactor3X form) makes the holding one in reactor Determine the N of concentration3 -, can realize the activity for selectively inhibiting the nitrate reductase (Nar) in anaerobic ammonia oxidizing bacteria, effectively The accumulation problem of nitrate nitrogen during anaerobic oxidation is avoided, improves the compliance rate of anaerobic ammonia oxidation process water outlet total nitrogen.
The additional aspect of the present invention and advantage will be set forth in part in the description, these will become from the following description It obtains substantially or is recognized by the practice of the present invention.
Description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, required use in being described below to embodiment Attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only some embodiments of the present invention, for this For the those of ordinary skill of field, without creative efforts, others are can also be obtained according to these attached drawings Attached drawing.
Fig. 1 is a kind of processing stream for reducing the method that nitrate nitrogen generates in anaerobic ammonium oxidation process provided in an embodiment of the present invention Cheng Tu;
Fig. 2 is a kind of conversion performance schematic diagram of normal ANAMMOX processes mesostroma provided in an embodiment of the present invention;
Fig. 3 is that 1mM N are added in a kind of system to ANAMMOX provided in an embodiment of the present invention2H4Turn of system mesostroma afterwards Change performance schematic diagram;
Fig. 4 and Fig. 5 is a kind of additional N provided in an embodiment of the present invention2H4And NO2 -Reaction generation N3 -Inhibit nitrate reduction The schematic diagram of enzyme (Nar) activity.
Specific embodiment
Embodiments of the present invention are described below in detail, the example of the embodiment is shown in the drawings, wherein from beginning Same or similar element is represented to same or similar label eventually or there is same or like element.Below by ginseng The embodiment for examining attached drawing description is exemplary, and is only used for explaining the present invention, and is not construed as limiting the claims.
Those skilled in the art of the present technique are appreciated that unless expressly stated, singulative " one " used herein, " one It is a ", " described " and "the" may also comprise plural form.It is to be further understood that is used in the specification of the present invention arranges Diction " comprising " refers to there are the feature, integer, step, operation, element and/or component, but it is not excluded that presence or addition Other one or more features, integer, step, operation, element, component and/or their group.It should be understood that when we claim member Part is " connected " or during " coupled " to another element, it can be directly connected or coupled to other elements or there may also be Intermediary element.In addition, " connection " used herein or " coupling " can include wireless connection or coupling.Wording used herein "and/or" includes any cell of one or more associated list items and all combines.
Those skilled in the art of the present technique are appreciated that unless otherwise defined all terms used herein are (including technology art Language and scientific terminology) there is the meaning identical with the general understanding of the those of ordinary skill in fields of the present invention.Should also Understand, those terms such as defined in the general dictionary, which should be understood that, to be had and the meaning in the context of the prior art The consistent meaning of justice, and unless defined as here, will not be with idealizing or the meaning of overly formal be explained.
For ease of the understanding to the embodiment of the present invention, done further by taking several specific embodiments as an example below in conjunction with attached drawing Explanation, and each embodiment does not form the restriction to the embodiment of the present invention.
Embodiment one
A kind of process flow for reducing the method that nitrate nitrogen generates in anaerobic ammonium oxidation process provided in an embodiment of the present invention is such as Shown in Fig. 1, including following processing step:
Step 1:The anaerobic ammonia oxidizing bacteria that nitrogen removal performance is stablized is taken to be seeded to reactor.
Step 2:It is added in into reactor and contains certain density NH4 +And NO2 -Substrate reaction liquid, wherein NH4 +Concentration exists 1.0~7.0mM, NO2 -Concentration is in 1.0~9.0mM, and concentration ratio NO both in reactor2 -/NH4 +For 1.20~1.50;
Step 3:Appropriate substance is added in into reactor makes N in reactor3 -Concentration maintain 20.0~200.0uM.
Selectively, the Anammox intermediate product N added in into reactor2H4, make itself and Asia present in reactor Nitrate NO2 -React generation N3 -, N2H4It adds as a solution, dosage is 0.5~5.0mM;
Selectively, azide N is added directly into reactor3X makes N in reactor3 -Concentration be maintained at 20.0 ~200.0uM;The azide N3X is added as a solution, refers to that generation azide anion N can be ionized in water3 -Object Matter, including N3H and its esters etc..
Preferentially, above-mentioned azide (N3X hydrazoic acid (N) is used3) or sodium azide (N H3Na), both substances are equal It adds as a solution, dosage is 20.0~200.0uM;
The condition of culture of anaerobic ammonia oxidizing bacteria is in the reactor:
1:32~35 DEG C of temperature, pH are 7.5~8.0, dissolved oxygen (DO)<0.1mg/l;
2:Reactor is maintained continually and steadily to run, NH in setting time sampling detection architecture4 +,NO2 -,NO3 -And N3 -It is dense Degree.
Embodiment two
Additional N2H4Avoid the accumulation of nitrate nitrogen in Anammox system
Control group:ANAMMOX strains (MLSS 3313mg/L) are first inoculated with, 200ml is then contained into NH4 +-N、NO2 -- N and NO3 -- N concentration is respectively that the simulated wastewater of 2.4mM, 3.7mM and 1.5mM are added in serum bottle, uses N2Blow 5min, after sealing Start to do batch experiment in constant-temperature table.It is 7.7~7.8 to control pH in serum bottle, and temperature is 32 ± 1 DEG C, rotating speed 135r/ Min, experiment run 225min altogether, and inspection NH is sampled every 45min4 +-N、NO2 -- N and NO3 -The concentration situation of change of-N.
Experimental group:N is added into bottle2H4, making its concentration, other conditions are such as control group for 1mM.
Fig. 2 is a kind of conversion performance schematic diagram of normal ANAMMOX processes mesostroma provided in an embodiment of the present invention, is schemed 3 be to add 1mMN in a kind of system to ANAMMOX provided in an embodiment of the present invention2H4The conversion performance signal of system mesostroma afterwards Figure, as seen from Figure 2, in the preceding 180min of operation, NH4 +And NO2 -Concentration all declined, wherein NH4 +Concentration from 2.3mM is down to 0.045mM, and NO2 -Concentration is down to 0.715mM from 3.7mM.Meanwhile the NO in system3 -It is increased to from 1.5mM 2.170mM.As seen from Figure 3, although the N for the 1mM that the starting stage adds in into ANAMMOX systems2H4, but run 90min Afterwards, the N in system2H4Concentration already below detection line, in this 90min, NH4 +And NO2 -Concentration also decreased, Wherein NH4 +0.93mM, NO are rapidly decreased to from 2.3mM2 -1.43mM is rapidly decreased to from 3.7mM, after running 180min, in system NH4 +And NO2 -All it has been completely degraded, and the concentration of nitrate has almost no change, meanwhile, it is not detected in whole process To azanol.Obviously, additional N2H4Certain influence is generated to the nitrogen removal performance of ANAMMOX systems, adds in N2H4Afterwards, anaerobism ammonia NO in oxidation system3 -Do not accumulate.
Embodiment three
Additional N2H4And NO2 -Reaction generation N3 -Inhibit the activity of nitrate reductase (Nar)
200ml is contained into NO2 -、NO3 -And N2H4The simulated wastewater that concentration is followed successively by 4.7,2.3 and 4.7mM is added to and has connect Batch experiment is done in the serum bottle of kind ANAMMOX sludge.Sludge concentration 3013mg/L, it is 7.7~7.8 to control pH, temperature 32 ± 1 DEG C, rotating speed 135r/min runs 6h altogether, and inspection N is sampled every 45min2H4- N, NO2 --N、NO3 -- N and N3 -Variation feelings Condition.
Fig. 4 and Fig. 5 is a kind of additional N provided in an embodiment of the present invention2H4And NO2 -Reaction generation N3 -Inhibit nitrate reduction The schematic diagram of enzyme (Nar) activity.As seen from Figure 4, in the preceding 45min of operation, N in system2H4And NO2 -Concentration it is rapid Decline, and NO3 -Concentration have almost no change.The state is continued for, until NO in 225min, system2 -Concentration be less than 0.18mM.At this point, N2H4Degradation rate less than 0.25mM/h, after this, the NO in system3 -Concentration just start with The rate linear of 0.18mM/h reduces, and with reference to Fig. 5 as can be seen that in the experimentation, observes and is accumulated in ANAMMOX systems N3 -, concentration increases continuously, and reaches peak value 104uM in 135min.Then, quickly fallen to after 225min 30uM with Under, as seen from Figure 4, NO in system at this time2 -Almost it is degraded, and NO3 -It also begins to degrade.Obviously, the ANAMMOX Additional N in system2H4And NO2 -Reaction generation N3 -The of short duration activity for inhibiting nitrate reductase (Nar), with N in system3 -It is dense Degree continuously decreases, and the activity of nitrate reductase (Nar) gradually shows, NO in system3 -Start to degrade.Therefore, when there is NO2 -It deposits When, additional N2H4Can in reduction system nitrate nitrogen generation, and work as NO2 -When concentration is relatively low, additional N2H4It can be in promotion system NO3 -Degradation, therefore, N is added into Anammox system2H4It can be to avoid NO in system3 -Accumulation.
In conclusion the method for the embodiment of the present invention utilizes N3 -Can selectively it is of short duration inhibit anaerobic ammonia oxidizing bacteria in nitre The active principle of hydrochlorate reductase (Nar), by adding in suitable Anammox intermediate product hydrazine into reactor (N2H4), it is made to react with nitrous present in system and generates azide anion (N3 -) or directly to add into reactor Add azide (N3X form) makes the certain density N of the holding in reactor3 -, can realize selectively inhibition anaerobism ammonia The activity of nitrate reductase (Nar) in oxidation bacteria, so as to avoid the generation of nitrate nitrogen in anaerobic ammonium oxidation process.This method has Effect avoids nitrate nitrogen (NO during anaerobic oxidation3 -) accumulation problem, improve anaerobic ammonia oxidation process water outlet total nitrogen compliance rate, It is easy to operate, at low cost, non-secondary pollution.
One of ordinary skill in the art will appreciate that:Attached drawing is the schematic diagram of one embodiment, module in attached drawing or Flow is not necessarily implemented necessary to the present invention.
Each embodiment in this specification is described by the way of progressive, identical similar portion between each embodiment Point just to refer each other, and the highlights of each of the examples are difference from other examples.Especially for device or For system embodiment, since it is substantially similar to embodiment of the method, so describing fairly simple, related part is referring to method The part explanation of embodiment.Apparatus and system embodiment described above is only schematical, wherein the conduct The unit that separating component illustrates may or may not be it is physically separate, the component shown as unit can be or Person may not be physical location, you can be located at a place or can also be distributed in multiple network element.It can root Factually border needs to select some or all of module therein realize the purpose of this embodiment scheme.Ordinary skill Personnel are without creative efforts, you can to understand and implement.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto, Any one skilled in the art in the technical scope disclosed by the present invention, the change or replacement that can be readily occurred in, It should be covered by the protection scope of the present invention.Therefore, protection scope of the present invention should be with scope of the claims Subject to.

Claims (6)

1. a kind of reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process, which is characterized in that including:
The anaerobic ammonia oxidizing bacteria that nitrogen removal performance is stablized is taken to be seeded to reactor, is added in into the reactor containing certain density Aoxidize ammonia nitrogen NH4 +With nitrite NO2 -Substrate reaction liquid;
Appropriate substance is added in into the reactor makes azide anion N in the reactor3 -Concentration maintain 20.0~ 200.0uM。
2. according to claim 1 reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process, which is characterized in that described anti- Answer NH in device4 +Concentration is 1.0~7.0mM, NO2 -Concentration is 1.0~9.0mM, and NO in reactor2 -Concentration and NH4 +Concentration Than for 1.20~1.50.
3. according to claim 1 reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process, which is characterized in that described Appropriate substance is added in into the reactor makes N in the reactor3 -Concentration maintain 20.0~200.0uM, including:
The intermediate product hydrazine N of Anammox is added in into the reactor2H4, make hydrazine N2H4With existing in the reactor Nitrite NO2 -React generation N3 -, the N2H4It adds as a solution, dosage is 0.5~5.0mM.
4. according to claim 1 reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process, which is characterized in that described Appropriate substance is added in into the reactor makes nitrate nitrogen N in the reactor3 -Concentration maintain 20.0~200.0uM, including:
Azide N is added into the reactor3X makes nitrate nitrogen N in the reactor3 -Concentration be maintained at 20.0~ 200.0uM, the azide N3X is added as a solution, and dosage is 20.0~200.0uM.
5. according to claim 4 reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process, which is characterized in that described folded Nitride N3X is hydrazoic acid N3H or sodium azide N3Na。
6. according to any one of claims 1 to 5 reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process, feature exists In the condition of culture of anaerobic ammonia oxidizing bacteria is in the reactor:32~35 DEG C of temperature, pH are 7.5~8.0, dissolved oxygen (DO)< 0.1mg/l。
CN201810004264.2A 2018-01-03 2018-01-03 Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process Pending CN108046426A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810004264.2A CN108046426A (en) 2018-01-03 2018-01-03 Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810004264.2A CN108046426A (en) 2018-01-03 2018-01-03 Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process

Publications (1)

Publication Number Publication Date
CN108046426A true CN108046426A (en) 2018-05-18

Family

ID=62126180

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810004264.2A Pending CN108046426A (en) 2018-01-03 2018-01-03 Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process

Country Status (1)

Country Link
CN (1) CN108046426A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111925913A (en) * 2020-08-28 2020-11-13 桂林理工大学 Method for culturing anaerobic ammonium oxidation bacteria

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003047990A (en) * 2001-08-02 2003-02-18 Kurita Water Ind Ltd Biological denitrifier
KR20050089415A (en) * 2004-03-05 2005-09-08 안대희 Method of denitrification using anearobic granule sludge
CN102344197A (en) * 2011-10-18 2012-02-08 浙江大学 Method for rapidly starting anaerobic ammonium oxidation reactor
CN105000664A (en) * 2014-04-16 2015-10-28 中国科学院生态环境研究中心 Integrated shortcut nitrification-anaerobic ammonium oxidation process denitrogenation effect deterioration in-situ recovery method
CN106544295A (en) * 2016-10-20 2017-03-29 北京交通大学 The method for recovering anaerobic ammonia oxidizing bacteria activity

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003047990A (en) * 2001-08-02 2003-02-18 Kurita Water Ind Ltd Biological denitrifier
KR20050089415A (en) * 2004-03-05 2005-09-08 안대희 Method of denitrification using anearobic granule sludge
CN102344197A (en) * 2011-10-18 2012-02-08 浙江大学 Method for rapidly starting anaerobic ammonium oxidation reactor
CN105000664A (en) * 2014-04-16 2015-10-28 中国科学院生态环境研究中心 Integrated shortcut nitrification-anaerobic ammonium oxidation process denitrogenation effect deterioration in-situ recovery method
CN106544295A (en) * 2016-10-20 2017-03-29 北京交通大学 The method for recovering anaerobic ammonia oxidizing bacteria activity

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
李婷婷等: ""短程生物脱氮过程菌群调控影响因素研究进展"", 《水处理技术》 *
李立欣等: "《环境化学》", 31 August 2017, 哈尔滨工业大学出版社 *
谢丽等: ""一段式厌氧氨氧化工艺亚硝酸盐氧化菌抑制方法研究进展"", 《化工学报》 *
马金元: ""ANAMMOX菌对NO和N2H4的降解性能及途径研究"", 《中国优秀硕士学位论文全文数据库工程科技Ⅰ辑》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111925913A (en) * 2020-08-28 2020-11-13 桂林理工大学 Method for culturing anaerobic ammonium oxidation bacteria

Similar Documents

Publication Publication Date Title
Du et al. Partial denitrification providing nitrite: Opportunities of extending application for anammox
Xiao et al. Impacts of organics on the microbial ecology of wastewater anammox processes: Recent advances and meta-analysis
JP4951826B2 (en) Biological nitrogen removal method
US8273246B2 (en) System and method for treating ammonia-based wastewater
EP2956413B1 (en) Biological-chemical treatment of liquid organic wastewater
JP5170446B2 (en) Method and apparatus for producing nitrite-type nitrification reaction sludge, and wastewater treatment method and wastewater treatment apparatus
JP5100091B2 (en) Water treatment method
CN103827046B (en) The treatment system of nitrogenous organic waste water and treatment process
JP2007152236A (en) Ammonia-containing wastewater treatment method
CN110104769B (en) Method for domesticating and starting high-load mainstream anaerobic ammonia oxidation reactor
JP5814392B2 (en) Waste liquid treatment method and waste liquid treatment apparatus
JP4882175B2 (en) Nitrification method
JP4734996B2 (en) Biological treatment method and apparatus for nitrogen-containing water
JP2011056383A (en) Treatment method of nitrogen containing water and treatment apparatus of nitrogen containing water
JP5984137B2 (en) Water treatment apparatus and water treatment method
JP3925902B2 (en) Biological nitrogen removal method and apparatus
CN108046426A (en) Reduce the method that nitrate nitrogen generates in anaerobic ammonium oxidation process
JP4302341B2 (en) Biological nitrogen removal method and apparatus
Chi et al. Enhanced nitrogen removal by partial nitrification-anammox process with a novel high-frequency micro-aeration (HFMA) mode: Metabolic interactions among functional bacteria
JP4529277B2 (en) Method for collecting autotrophic denitrifying microorganisms and method for biological nitrogen removal
JP4336947B2 (en) Waste water treatment equipment
JP2007190492A (en) Method and apparatus for treating nitrogen-containing wastewater
JP4867099B2 (en) Biological denitrification method
JP2003326297A (en) Nitrification method for waste water
CN113003714B (en) Method for realizing rapid accumulation of nitrous based on membrane separation circulating inlet water

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180518

RJ01 Rejection of invention patent application after publication