CN103420480B - A kind of anaerobism molysite biological denitrification process - Google Patents

A kind of anaerobism molysite biological denitrification process Download PDF

Info

Publication number
CN103420480B
CN103420480B CN201310341091.0A CN201310341091A CN103420480B CN 103420480 B CN103420480 B CN 103420480B CN 201310341091 A CN201310341091 A CN 201310341091A CN 103420480 B CN103420480 B CN 103420480B
Authority
CN
China
Prior art keywords
ferrous salt
nitrate
concentration
molysite
biological
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.)
Expired - Fee Related
Application number
CN201310341091.0A
Other languages
Chinese (zh)
Other versions
CN103420480A (en
Inventor
郑平
张萌
王茹
厉巍
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.)
Zhejiang University ZJU
Original Assignee
Zhejiang University ZJU
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 Zhejiang University ZJU filed Critical Zhejiang University ZJU
Priority to CN201310341091.0A priority Critical patent/CN103420480B/en
Publication of CN103420480A publication Critical patent/CN103420480A/en
Application granted granted Critical
Publication of CN103420480B publication Critical patent/CN103420480B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention discloses a kind of anaerobism molysite biological denitrification process.Using denitrifying bacteria enrichment culture thing as biological catalyst, under anaerobic, being electron acceptor(EA) with nitrate, take ferrous salt as electron donor, is N in same reactor by nitrate reduction 2, ferrous salt is oxidized to ferric iron.The mol ratio of nitrate and ferrous salt is 1.0 ~ 5.0, and temperature of reaction is 20 ~ 35 DEG C, and pH value is 7.0 ~ 9.0, and hydraulic detention time is 0.5 ~ 2.0d.Advantage of the present invention is: be 1) electron donor with ferrous salt, take nitrate as electron acceptor(EA), the treatment of wastes with processes of wastes against one another, realizes the removal of nitre nitrogen pollutant and the utilization of ferrous salt waste; 2) without the need to providing organism, the problem of carbon source relative deficiency in wastewater biological denitrificaion process is effectively alleviated; 3) the ferrous salt oxidation products ferric iron of high value is reclaimed; 4) is treatable nitrate and ferrous salt concentration up to 1500mg? N/L and 30000mg? Fe/L.

Description

A kind of anaerobism molysite biological denitrification process
Technical field
The present invention relates to a kind of anaerobism molysite biological denitrification process.
Background technology
After " control source reduces discharging " is implemented in the whole nation, waste water organic contamination is effectively administered, and nitrate pollution rises to main environmental problem.According to " national Environmental statistics publication ", national wastewater emission amount 617.3 hundred million tons in 2010, chemical oxygen demand (COD) (COD) quantity discharged 1238.1 ten thousand tons, ammonia nitrogen quantity discharged 120.3 ten thousand tons.According to another " China Environmental State Bulletin ", within 2010, in 26 states's control emphasis lake (reservoir), IV class to bad V class water body accounts for 77%, and slightly account for 54% to severe eutrophic water body, main contamination index is total nitrogen.Nitrate pollution controls to have become China's great environmental protection subject urgently to be resolved hurrily.
Wastewater biological denitrificaion is the important channel of control body eutrophication.After biological treatment (second-stage treatment), waste water COD concentration is substantially up to standard, but ammonia nitrogen concentration still exceeds standard.For this kind of low C:N than wastewater treatment, conventional waste water denitrification process (nitrification-denitrification technique) is aobvious weak, this is because denitrification process needs electron donor, is usually provided by organism.Carbon source relative deficiency has become the significant bottleneck factor of wastewater biological denitrificaion.
Ferrous salt (as ferrous sulfate) is the by product that titanium white production and iron and steel embathe liquid, and output is huge, expects the year two thousand twenty and will increase to 1 × 10 6about t.At present, though have research ferrous salt is applied to fertilizer and flocculation agent production etc., demand is limited, and the overwhelming majority is still banked up everywhere as waste material, not only wastes resource, and severe contamination Soil Surrounding and water body environment bad.The comprehensive utilization of ferrous salt is extremely urgent.
Nitric acid salt form anaerobic ferrite oxidization (Nitrate-dependentAnaerobicFerrousOxidation, NAFO) be the great discovery of environment and microorganism field, namely under anaerobic, some microorganisms can take ferrous salt as electron donor, are N by nitrate or nitrate reductase 2.But have no and be applied to field of waste water treatment.If nitrate can be reduced accordingly using ferrous salt as electron donor, not only effectively can alleviate the problem of carbon source relative deficiency in wastewater biological denitrificaion process, realize denitrogenation of waste water; And can ferrous salt be made full use of, reclaim the ferrous salt oxidation products ferric iron of high value, realize the treatment of wastes with processes of wastes against one another.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, provides a kind of anaerobism molysite biological denitrification process.
Anaerobism molysite biological denitrification process is: under anaerobic, using denitrifying bacteria enrichment culture thing as biological catalyst, is electron acceptor(EA) with nitrate, take ferrous salt as electron donor, is N in same reactor by nitrate reduction 2, ferrous salt is oxidized to ferric iron; Nitrate concentration is 20 ~ 1500mgN/L, and the concentration of ferrous salt is 100 ~ 30000mgFe/L, and the mol ratio of ferrous salt and nitrate concentration is 1.0 ~ 5.0, and temperature of reaction is 20 ~ 35 DEG C, and pH value is 7.0 ~ 9.0, and hydraulic detention time is 0.5 ~ 2.0d.
Described ferrous salt and the mol ratio of nitrate concentration are preferably 1.0 ~ 3.0.Described anaerobic condition should to control in reaction solution dissolved oxygen at below 0.5mg/L.Described temperature of reaction is preferably 28 ~ 33 DEG C.Described pH value in reaction is preferably 7.5 ~ 8.5.Described hydraulic detention time is preferably 1.0 ~ 1.5d.
Advantage of the present invention is: 1) using denitrifying bacteria enrichment culture thing as biological catalyst, sustainable use; 2) be electron acceptor(EA) with nitrate, take ferrous salt as electron donor, the treatment of wastes with processes of wastes against one another, realizes the removal of nitre nitrogen pollutant and making full use of of ferrous salt waste; 2) without the need to providing organism, the problem of carbon source relative deficiency in wastewater biological denitrificaion process is effectively alleviated; 3) the ferrous salt oxidation products ferric iron of high value can be reclaimed, realize Sustainable development; 4) treatable nitrate concentration is up to 1500mg/L, ferrous salt concentration up to 30000mg/L, maximum speed of reaction 0.35kgN/ (m 3d) with 9.81kgFe/ (m 3d).
Embodiment
Biological respinse involved in the present invention is: 10Fe 2++ 10CO 3 2-+ 2NO 3 -+ 24H 2o → 10Fe (OH) 3+ N 2+ 10HCO 3 -+ 8H +.Under anaerobic, using denitrifying bacteria enrichment culture thing as biological catalyst, nitrate sections oxidizing bacteria mixed training thing is obtained with a certain proportion of nitrate and ferrous salt enrichment, by mixing with the ferrous salt solution of preparation containing nitre nitrogen waste water from nitrator, pump in molysite biological denitrification reactor, generate N 2and ferric iron.The technological condition controlled is: nitrate concentration is 20 ~ 1500mgN/L, ferrous salt concentration is 100 ~ 30000mgFe/L, the mol ratio of ferrous salt and nitrate concentration is 1.0 ~ 5.0, dissolved oxygen concentration is below 0.5mg/L, temperature of reaction is 20 ~ 35 DEG C, pH value is 7.0 ~ 9.0, and hydraulic detention time is 0.5 ~ 2.0d.Take temperature bright to the fortune that this technique is done, the treatable nitrate concentration of molysite biological denitrification process up to 1500mg/L, ferrous salt concentration up to 30000mg/L, maximum speed of reaction 0.35kgN/ (m 3d) with 9.81kgFe/ (m 3d).
Embodiment 1
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:2 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 100mgN/L and 800mgFe/L, and dissolved oxygen concentration is 0.4mg/L, and temperature of reaction is 32 DEG C, and initial pH value is 7.0, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, nitrate and ferrous salt clearance reach 95.97% and 96.22% respectively.
Embodiment 2
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:5 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 100mgN/L and 2000mgFe/L, and dissolved oxygen concentration is 0.3mg/L, and temperature of reaction is 30 DEG C, and initial pH value is 7.3, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, the volume elimination capacity of nitrate and ferrous salt reaches 0.18kgN/ (m respectively 3d) with 2.60kgFe/ (m 3d).
Embodiment 3
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:2 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 100mgN/L and 800mgFe/L, and dissolved oxygen concentration is 0.4mg/L, and temperature of reaction is 28 DEG C, and initial pH value is 8.0, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, nitrate and ferrous salt removal speed reach 0.17kgN/ (m respectively 3d) with 1.58kgFe/ (m 3d).
Embodiment 4
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:3 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 1500mgN/L and 18000mgFe/L, and dissolved oxygen concentration is 0.2mg/L, and temperature of reaction is 29 DEG C, and initial pH value is 7.0, and hydraulic detention time is 1.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, the volume removal speed of nitrate and ferrous salt reaches 0.28kgN/ (m respectively 3d) with 4.96kgFe/ (m 3d).
Embodiment 5
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:5 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 1500mgN/L and 30000mgFe/L, and dissolved oxygen concentration is 0.5mg/L, and temperature of reaction is 29 DEG C, and initial pH value is 7.0, and hydraulic detention time is 2.0d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, the volume removal speed of nitrate and ferrous salt reaches 0.34kgN/ (m respectively 3d) with 7.92kgFe/ (m 3d).
Embodiment 6
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:2 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 100mgN/L and 800mgFe/L, and dissolved oxygen concentration is 0.3mg/L, and temperature of reaction is 20 DEG C, and initial pH value is 7.0, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, the clearance of nitrate and ferrous salt is respectively 69.60% and 84.27%.
Embodiment 7
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:2 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 100mgN/L and 800mgFe/L, and dissolved oxygen concentration is 0.3mg/L, and temperature of reaction is 30 DEG C, and initial pH value is 9.0, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, the clearance of nitrate and ferrous salt is respectively 73.11% and 99.95%.
Embodiment 8
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:2 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 100mgN/L and 800mgFe/L, and dissolved oxygen concentration is 0.3mg/L, and temperature of reaction is 35 DEG C, and initial pH value is 7.0, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, the clearance of nitrate and ferrous salt is respectively 71.10% and 94.12%.
Embodiment 9
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:1 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 100mgN/L and 400mgFe/L, and dissolved oxygen concentration is 0.2mg/L, and temperature of reaction is 32 DEG C, and initial pH value is 7.1, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, the volume elimination capacity of nitrate and ferrous salt reaches 0.20kgN/ (m respectively 3d) with 0.73kgFe/ (m 3d).
Embodiment 10
In molysite biological denitrification reactor, with denitrifying bacteria enrichment culture thing for biological catalyst, the simulated wastewater being 1:1.25 with the mol ratio of nitrate and ferrous salt concentration, runs molysite biological denitrification reactor.The technological condition controlled is: the concentration of nitrate and ferrous salt is respectively 20mgN/L and 100mgFe/L, and dissolved oxygen concentration is 0.3mg/L, and temperature of reaction is 31 DEG C, and initial pH value is 7.3, and hydraulic detention time is 0.5d.This technique can remove nitrate and ferrous salt simultaneously, and in water outlet, nitrate and ferrous salt removal speed reach 0.019kgN/ (m respectively 3d) with 0.195kgFe/ (m 3d).

Claims (1)

1. an anaerobism molysite biological denitrification process, is characterized in that: under anaerobic, and using denitrifying bacteria enrichment culture thing as biological catalyst, being electron acceptor(EA) with nitrate, take ferrous salt as electron donor, is N in same reactor by nitrate reduction 2, ferrous salt is oxidized to ferric iron, and nitrate concentration is 20 ~ 1500mgN/L, and the concentration of ferrous salt is 100 ~ 30000mgFe/L, and the mol ratio of ferrous salt and nitrate concentration is 1.0 ~ 3.0, and anaerobic condition should to control in reaction solution dissolved oxygen at below 0.5mg/L; Temperature of reaction is 28 ~ 33 DEG C, and pH value in reaction is 7.5 ~ 8.5, and hydraulic detention time is 1.0 ~ 1.5d.
CN201310341091.0A 2013-08-07 2013-08-07 A kind of anaerobism molysite biological denitrification process Expired - Fee Related CN103420480B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310341091.0A CN103420480B (en) 2013-08-07 2013-08-07 A kind of anaerobism molysite biological denitrification process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310341091.0A CN103420480B (en) 2013-08-07 2013-08-07 A kind of anaerobism molysite biological denitrification process

Publications (2)

Publication Number Publication Date
CN103420480A CN103420480A (en) 2013-12-04
CN103420480B true CN103420480B (en) 2015-11-11

Family

ID=49645922

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310341091.0A Expired - Fee Related CN103420480B (en) 2013-08-07 2013-08-07 A kind of anaerobism molysite biological denitrification process

Country Status (1)

Country Link
CN (1) CN103420480B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103693806B (en) * 2013-12-06 2014-11-19 浙江大学 Authigenic ferric salt chemical phosphorus removal-anaerobic ferrous oxidization biological denitrification integrated device
CN105600923B (en) * 2015-11-15 2019-01-11 农业部沼气科学研究所 The biological denitrification process of high ammonia-nitrogen wastewater
CN105645602B (en) * 2016-03-30 2018-02-16 浙江大学 A kind of strain gravity flow plus the efficient molysite denitrogenation reactor of formula and its method
CN105776530B (en) * 2016-04-22 2018-05-29 浙江大学 One kind is from shell molysite denitrogenation reactor and from shell method
JP6889586B2 (en) * 2017-03-31 2021-06-18 住友重機械エンバイロメント株式会社 Nitrification denitrification system and nitrification denitrification treatment method
CN107879427B (en) * 2017-08-28 2021-02-19 北京石油化工学院 Denitrification method based on internal circulation micro-electrolysis reaction
CN107601775A (en) * 2017-10-20 2018-01-19 新乡市绿丰环保工程有限公司 High COD, low CN ratios a kind of waste water treatment process

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6019900A (en) * 1998-08-03 2000-02-01 The Regents Of The University Of California Single stage denitrification anaerobic digestion
CN102531228A (en) * 2011-11-08 2012-07-04 国家标准件产品质量监督检验中心 Method for treating acidic wastewater containing iron
CN103121758A (en) * 2013-03-05 2013-05-29 中国科学院新疆生态与地理研究所 Method for purifying arsenic and nitrate in sewage by anaerobic ferrite oxidization and denitrifying bacteria

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6019900A (en) * 1998-08-03 2000-02-01 The Regents Of The University Of California Single stage denitrification anaerobic digestion
CN102531228A (en) * 2011-11-08 2012-07-04 国家标准件产品质量监督检验中心 Method for treating acidic wastewater containing iron
CN103121758A (en) * 2013-03-05 2013-05-29 中国科学院新疆生态与地理研究所 Method for purifying arsenic and nitrate in sewage by anaerobic ferrite oxidization and denitrifying bacteria

Also Published As

Publication number Publication date
CN103420480A (en) 2013-12-04

Similar Documents

Publication Publication Date Title
CN103420480B (en) A kind of anaerobism molysite biological denitrification process
Sun et al. Oxone/Co2+ oxidation as an advanced oxidation process: comparison with traditional Fenton oxidation for treatment of landfill leachate
CN103739169B (en) Nitrogen and phosphorus removal method for biological sewage treatment
Philips et al. Impact of iron salts on activated sludge and interaction with nitrite or nitrate
CN103708647B (en) Deep treatment method for industrial wastewater through natural pyrite catalyzed H2O2 oxidation
CN108017137B (en) Magnetic Fenton oxidation wastewater treatment method based on magnetic carrier
CN105174413A (en) Method for recycling iron waste for fenton technology and water treating device of method
CN104743652B (en) A kind of method for processing organic wastewater with difficult degradation thereby and its multicomponent catalyst for being adopted
CN102107951A (en) Microbialactivity enhancing liquid agent for sewage treatment
CN105293826B (en) A kind of efficient desulfurizing denitrification method of devulcanization Anammox
CN103496787A (en) Biochemical simultaneous phosphorus and nitrogen removal method of domestic sewage
CN109399867A (en) A kind of biochemical processing method of organic silicon wastewater
CN105347472A (en) Aerobic biological nitrogen removal process for waste water containing high ammonia-nitrogen
CN101774673A (en) Processing method of hardly degraded organic substance
CN103224308A (en) Ferrous ion reduction and catalytic oxidation cooperation for reinforcing waste water biological treatment technology
CN108191056A (en) Method is denitrogenated in the desulfurization of a kind of desulphurization denitration waste water and ammonia nitrogen waste water
CN103693759B (en) Method for synchronously removing carbon, nitrogen and sulfur in wastewater
CN103663686B (en) Hydrolytic acidification-catalyzed iron/anaerobic-aerobic biological dephosphorization coupling process
CN104803511A (en) High ammonia-nitrogen wastewater treatment device and treatment method
CN105600923B (en) The biological denitrification process of high ammonia-nitrogen wastewater
CN104355502B (en) A kind of ethene oxidation step prepares the wastewater produced treatment process of acetaldehyde
CN103011472A (en) Pretreatment method for enhancing BOD (biochemical oxygen demand) absolute value of chemical waste acid
CN110627320A (en) Novel wastewater treatment combined device and process based on physical-chemical-biological method
Ouyang et al. Biological treatment of cadmium (Cd2+)-containing wastewater with sulfate as the electron acceptor and its microbial community
CN115784421A (en) Method for promoting aerobic sludge granulation by adding Fenton iron mud

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151111

Termination date: 20180807