CN113248016A - Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane - Google Patents

Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane Download PDF

Info

Publication number
CN113248016A
CN113248016A CN202110596344.3A CN202110596344A CN113248016A CN 113248016 A CN113248016 A CN 113248016A CN 202110596344 A CN202110596344 A CN 202110596344A CN 113248016 A CN113248016 A CN 113248016A
Authority
CN
China
Prior art keywords
reactor
canon
floc sludge
dynamic membrane
sludge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202110596344.3A
Other languages
Chinese (zh)
Other versions
CN113248016B (en
Inventor
陈益明
张健
张新颖
刘文贵
张伟亮
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.)
Fujian Academy Of Environmental Sciences Fujian Emission Right Reserve And Technology Center
Original Assignee
Fujian Academy Of Environmental Sciences Fujian Emission Right Reserve And Technology Center
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 Fujian Academy Of Environmental Sciences Fujian Emission Right Reserve And Technology Center filed Critical Fujian Academy Of Environmental Sciences Fujian Emission Right Reserve And Technology Center
Priority to CN202110596344.3A priority Critical patent/CN113248016B/en
Publication of CN113248016A publication Critical patent/CN113248016A/en
Application granted granted Critical
Publication of CN113248016B publication Critical patent/CN113248016B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • C02F3/005Combined electrochemical biological processes
    • 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
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/302Nitrification and denitrification treatment
    • C02F3/303Nitrification and denitrification treatment characterised by the nitrification
    • 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
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/302Nitrification and denitrification treatment
    • C02F3/307Nitrification and denitrification treatment characterised by direct conversion of nitrite to molecular nitrogen, e.g. by using the Anammox process
    • 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
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Microbiology (AREA)
  • Chemical & Material Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Electrochemistry (AREA)
  • General Chemical & Material Sciences (AREA)
  • Molecular Biology (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Health & Medical Sciences (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention relates to a method for strengthening a one-section type completely autotrophic nitrogen removal process by using an embedded cathode dynamic membrane, which comprises the following steps: preparing a CANON reactor, short-range nitrification floc sludge successfully domesticated, anaerobic ammonia oxidation floc sludge successfully domesticated, a dynamic membrane component, an iron plate, a nylon net, a direct current power supply and an aeration device; installing a dynamic membrane assembly in the reactor, adopting a stainless steel lining as a cathode, adopting an iron plate as an anode, respectively connecting the cathode and the anode with a direct current power supply, and simultaneously installing an aeration device; d, introducing direct current to the anaerobic ammonia oxidation floc sludge for pretreatment; adding short-cut nitrification floc sludge and anaerobic ammonia oxidation floc sludge into a reactor; the reactor maintains an anoxic state, the reactor operates in a continuous flow mode, the hydraulic retention time is gradually reduced, the high ammonia nitrogen wastewater enters the reactor for treatment and is discharged through a water outlet pipe of the dynamic membrane component, and the operation effect of the reactor is enhanced by controlling electrochemical parameters. The method is favorable for slowing down the membrane pollution rate and enables the reactor to operate stably for a long time.

Description

Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane
Technical Field
The invention belongs to the technical field of biological wastewater treatment, and particularly relates to a method for strengthening a one-stage completely autotrophic nitrogen removal process by using an embedded cathode dynamic membrane.
Background
In recent years, the problem of environmental pollution caused by the discharge of nitrogen-containing wastewater into water bodies is receiving more and more attention at home and abroad. Many industries can generate nitrogen-containing wastewater, ammonia nitrogen is a main oxygen-consuming pollutant in a water body, and when the ammonia nitrogen is oxidized and decomposed, dissolved oxygen in the water can be continuously consumed, so that the problem of black and odorous water body is caused. Meanwhile, ammonia nitrogen is easily oxidized into nitrite nitrogen by microorganisms in water and is further oxidized into nitrate nitrogen. Nitrite nitrogen has carcinogenic and teratogenic activities, and both nitrite nitrogen and nitrate nitrogen are listed in the list of carcinogens published by the world health organization international agency for research on cancer. Meanwhile, the nitrogen can provide a nutrient source for the growth of algae, and water eutrophication is easily caused. At present, the traditional biological denitrification process faces the condition of insufficient carbon source, the effluent nitrogen of sewage treatment cannot reach the standard due to insufficient carbon source, the treatment cost is obviously increased by adding the carbon source to remove the nitrogen, and the concentration of the organic matter in the effluent is possibly increased.
In recent years, various novel biological denitrification technologies for treating nitrogen-containing wastewater are developed at home and abroad, and a completely autotrophic denitrification process (CANON) is provided. However, the functional floras in the process are autotrophic bacteria, and the growth rate is low, so that the reactor is long in starting time and difficult to stably operate.
In order to solve the technical bottleneck of the CANON process, the dynamic membrane component is combined with the CANON reactor to intercept sludge as much as possible, so that the sludge loss is avoided, the sludge amount of the CANON process is increased, the problem of sludge loss is partially solved, and the stability of the reactor is improved. However, the technical idea is only beneficial to keeping the sludge amount in the reactor, the problem of low growth rate of functional flora is not fundamentally solved, and dynamic membrane pollution is easily caused, so that the membrane flux is reduced, the transmembrane pressure difference is increased, the stable operation of CANON is not facilitated, and the further application of the process is severely restricted.
Disclosure of Invention
The invention aims to provide a method for strengthening a one-stage completely autotrophic nitrogen removal process by using a dynamic membrane with an embedded cathode, which is favorable for slowing down the membrane pollution rate and ensuring that a reactor can run stably for a long time.
In order to achieve the purpose, the invention adopts the technical scheme that: a method for strengthening a one-stage completely autotrophic nitrogen removal process by using a dynamic membrane with an embedded cathode comprises the following steps:
preparing a one-stage completely autotrophic nitrogen removal reactor, namely a CANON reactor, successfully domesticated short-range nitrified floc sludge, successfully domesticated anaerobic ammonia oxidation floc sludge, a dynamic membrane component, an iron plate, a nylon net, a direct-current power supply and an aeration device;
installing a dynamic membrane component in the CANON reactor, adopting a stainless steel lining as a cathode and an iron plate as an anode, respectively connecting the cathode and the anode with a direct current power supply, and installing an aeration device at the bottom of the CANON reactor;
d, introducing direct current to the successfully domesticated anaerobic ammonia oxidation floc sludge for pretreatment;
adding prepared short-range nitrification floc sludge and anaerobic ammonia oxidation floc sludge into a CANON reactor according to a set mass ratio, so that the concentration of suspended floc sludge in the CANON reactor reaches a set value;
the CANON reactor maintains CANON anoxic state, adopts continuous flow mode operation, and hydraulic retention time reduces gradually, and high ammonia nitrogen waste water gets into the CANON reactor and discharges through the outlet pipe of dynamic membrane subassembly after handling, strengthens CANON reactor operation effect through controlling electrochemical parameter, realizes the rapid multiplication and the miniaturation of shortcut nitrobacteria and anaerobic ammonium oxidation fungus to improve CANON system's denitrogenation ability, and reduce membrane pollution rate.
Further, a layer of nylon net is coated outside the stainless steel lining.
Further, the specification of the nylon net is 260 meshes.
And further, the anaerobic ammonia oxidation floc sludge is pretreated by supplying direct current for 1 hour so as to improve the activity of flora contained in the anaerobic ammonia oxidation floc sludge.
Further, the mass ratio of the short-cut nitrification floc sludge to the anaerobic ammonia oxidation floc sludge is 1: 1.3, the concentration of suspended floc sludge in the CANON reactor is 7000 mg/L.
Furthermore, the direct current power supply controls the current to be 0.02-0.04A, and the low current state is favorable for exciting the activity of the flora with the functions of shortcut nitrification and anaerobic ammonium oxidation.
Further, after the electrification, iron ions are separated out from the anode, and under the action of electrochemistry, Fe (OH) is formed by the iron ions3The crystal nucleus is beneficial to forming particles by floc sludge; and the combined action of the electric field and the iron ions is beneficial to the proliferation of the short-cut nitrification and anaerobic ammonium oxidation functional flora and the granulation of floc sludge.
Furthermore, the CANON reactor controls the anoxic state, the dissolved oxygen is controlled below 0.2mg/L, the CANON reactor operates in a continuous flow mode, the hydraulic load is gradually reduced from 8 hours to 4 hours, and the high ammonia nitrogen wastewater enters the CANON reactor for treatment and is discharged through a water outlet pipe of the dynamic membrane module.
Compared with the prior art, the invention has the following beneficial effects:
(1) according to the invention, an electrochemical system taking a dynamic membrane component and an iron plate as the anode and cathode is constructed in the CANON reactor, so that the activity of functional flora in the reactor is effectively improved, the biomass of the functional flora and the specific gravity of granular sludge are increased, the sludge loss is reduced, the problems of low membrane flux, high membrane pollution rate and short membrane operation period of the membrane component in anaerobic and anoxic environments are solved, and the problems of sludge loss and unsuitability for long-term stable operation are effectively solved.
(2) The invention constructs an electrochemical system which takes a dynamic membrane component and an iron plate as a cathode and an anode in a CANON reactor, wherein the iron plateThe anode separates out iron ions, sludge flocs with negative electricity in the electric flocculation process and Fe (OH) generated by the electric flocculation3The soluble extracellular polymeric substance is absorbed and reduced by the electric neutralization, and the soluble extracellular polymeric substance is an important factor for aggravating membrane pollution on the cell surface adhered to sludge and biomembranes in the wastewater treatment process. Therefore, the membrane pollution can be effectively slowed down by the invention.
(3) The multivalent metal ions may compress the electric double layer, facilitating cell-to-cell contact. The invention constructs an electrochemical system which takes a dynamic membrane component and an iron plate as a cathode and an anode in a CANON reactor, iron ions are continuously electrolyzed from an anode electrode, cell aggregation is enhanced, the flora in the reactor is more compact, and Fe (OH) formed by the iron ions is formed3The 'crystal nucleus' is beneficial to forming particles of floc sludge, and the iron ions have a promoting effect on the proliferation of anaerobic ammonium oxidation bacteria.
Drawings
FIG. 1 is a schematic diagram of a CANON reactor constructed in an example of the present invention.
FIG. 2 is a statistical chart of denitrification rate effect of CANON reactor in the example of the present invention.
FIG. 3 is a statistical graph of the particle size distribution of the sludge in the CANON reactor in the example of the present invention.
FIG. 4 is a graph showing dynamic membrane fouling of a CANON reactor in an example of the present invention.
FIG. 5 shows the composition and relative abundance of the bacterial flora in the CANON reactor sludge at the phylum level in an example of the present invention.
Detailed Description
The invention is described in further detail below with reference to the figures and the embodiments.
The embodiment provides a method for strengthening a one-section type completely autotrophic nitrogen removal process by using an embedded cathode dynamic membrane, which comprises the following steps:
preparing a one-stage completely autotrophic nitrogen removal reactor, namely a CANON reactor, successfully domesticated short-cut nitrification floc sludge, successfully domesticated anaerobic ammonia oxidation floc sludge, a dynamic membrane component, an iron plate, a nylon net, a direct current power supply and an aeration device.
A dynamic membrane assembly is arranged in the CANON reactor, a stainless steel lining is used as a cathode, an iron plate is used as an anode, the cathode and the anode are respectively connected with a direct current power supply, and an aeration device is arranged at the bottom of the CANON reactor. The CANON reactor constructed in this example is shown in figure 1.
And (3) introducing direct current to the successfully domesticated anaerobic ammonia oxidation floc sludge for pretreatment.
Adding the prepared short-range nitrification floc sludge and anaerobic ammonia oxidation floc sludge into the CANON reactor according to a set mass ratio, so that the concentration of the suspended floc sludge in the CANON reactor reaches a set value.
The CANON reactor maintains CANON anoxic state, adopts continuous flow mode operation, and hydraulic retention time reduces gradually, and high ammonia nitrogen waste water gets into the CANON reactor and discharges through the outlet pipe of dynamic membrane subassembly after handling, strengthens CANON reactor operation effect through controlling electrochemical parameter, realizes the rapid multiplication and the miniaturation of shortcut nitrobacteria and anaerobic ammonium oxidation fungus to effectively improve CANON system's denitrogenation ability, and reduce membrane pollution rate.
By adopting an artificial water distribution mode, after the CANON reactor is stably operated for 42 days, the CANON speed reaches 0.27KgN (KgVSS. d)-1The content of granular floc sludge (not less than 200 μm) is 43.43%, the average particle diameter is increased to 157 μm, and the content of Planctomycetes belonging to ANAMMOX phylum is 5.18%.
Wherein, the outside of stainless steel inside lining cladding one deck nylon wire net. In this embodiment, the nylon mesh size is 260 mesh.
In this example, the anammox floc sludge was pretreated by applying dc for 1 hour to increase the activity of the bacterial flora contained in the anammox floc sludge.
In this embodiment, the mass ratio of the shortcut nitrification floc sludge to the anaerobic ammonia oxidation floc sludge is 1: 1.3, the concentration of suspended floc sludge in the CANON reactor is 7000 mg/L.
In this embodiment, the dc power supply controls the current to be 0.02-0.04A, preferably 0.03A, and the low current state is favorable for activating the activity of the bacteria with the functions of shortcut nitrification and anammox.
After the power is switched on, iron ions are separated out from the anode, and Fe (OH) is formed by the iron ions under the action of electrochemistry3The crystal nucleus is beneficial to forming particles by floc sludge; and the combined action of the electric field and the iron ions is beneficial to the proliferation of the short-cut nitrification and anaerobic ammonium oxidation functional flora and the granulation of floc sludge.
The CANON reactor controls the anoxic state, the dissolved oxygen is controlled below 0.2mg/L, the CANON reactor operates in a continuous flow mode, the hydraulic load (HRT) is gradually reduced from 8 hours to 4 hours, and the high ammonia nitrogen wastewater enters the CANON reactor to be treated and then is discharged through a water outlet pipe of the dynamic membrane module.
The following examples are given for comparison.
A dynamic membrane assembly is installed on the CANON reactor, stainless steel as a cathode is adopted, a nylon net with the specification of 260 meshes is coated outside the dynamic membrane assembly, an iron plate is used as an anode, the cathode and the anode are respectively connected with a direct current power supply, and meanwhile, an aeration device is arranged at the bottom of the CANON reactor. And (3) introducing direct current to the successfully domesticated anaerobic ammonia oxidation floc sludge for pretreatment, and then treating the sludge in a CANON reactor according to the proportion of 1: 1.3 (mass ratio), adding the prepared short-range nitrification floc sludge and anaerobic ammonia oxidation floc sludge, and controlling the initial concentration of the suspended sludge to be 7000 mg/L. The CANON reactor maintains 0.2mg/L CANON dissolved oxygen, the continuous flow mode is adopted for operation, the Hydraulic Retention Time (HRT) is gradually reduced from 8h to 4h, and the high ammonia nitrogen wastewater enters the CANON reactor for treatment and is discharged through a water outlet pipe of the dynamic membrane module. The R2 reactor is not electrified as a contrast, the R1 strengthens the operation effect of the CANON reactor by controlling the current to be 0.03A, so as to realize the rapid proliferation and granulation of the shortcut nitrifying bacteria and the anaerobic ammonium oxidation bacteria, and after the R1 reactor is stably operated for 42 days, the CANON rate reaches 0.27KgN (KgVSS. d)-1The content of the granular sludge (more than or equal to 200 mu m) accounts for 43.43 percent, the average particle size is increased to 157 mu m, the content of the planctomycete (Planctomycetes) belonging to the ANAMMOX phylum reaches 5.18 percent, and all indexes are obviously superior to those of an R2 reactor.
The reactor of the invention is a CANON reactor, but is also suitable for other types of short-cut nitrification-anaerobic ammonia oxidation reactors. According to the invention, high ammonia nitrogen sewage is treated in the CANON reactor, and an electrochemical system taking a dynamic membrane component and an iron plate as a cathode and an anode is constructed, so that the activity of functional flora in the reactor is effectively improved, the biomass of the functional flora and the specific gravity of granular sludge are increased, the sludge loss is reduced, the problems of low membrane flux, high membrane pollution rate and short membrane operation period of the membrane component in anaerobic and anoxic environments are solved, and the problems of sludge loss and unsuitability for long-term stable operation are effectively solved.
FIG. 2 shows the effect of denitrification reaction rate in CANON reactor. The CANON rate and the specific anaerobic ammonia oxidation rate of the R1 and R2 reactors are both gradually increased, which shows that the synergistic activity of the shortcut nitrifying bacteria and the anaerobic ammonia oxidation bacteria is gradually increased; meanwhile, due to the coupling of electrochemical action, the generated iron ions promote the proliferation of the shortcut nitrifying bacteria and the anaerobic ammonium oxidation bacteria, and promote the CANON reaction rate and the specific anaerobic ammonium oxidation rate of R1 to be slightly higher than R2. While the nitrification rates for both reactors R1 and R2 were maintained at very low levels.
Figure 3 shows the sludge particle size distribution in the CANON reactor. The proportion of floc sludge (10-200 mu m) in the sludge initially inoculated by R1 is 70.70%, and the average grain diameter of the sludge is 95.7 mu m; in R2, the ratio of floc sludge is 67.71%, and the average grain diameter of the sludge is 101 mu m. Through culture, the proportion of the R1 formed granular sludge (more than or equal to 200 mu m) is increased from 29.30 percent to 43.43 percent, and the average particle size is increased to 157 mu m; the proportion of R2 granular sludge is reduced from 32.29% to 26.37%, and the average particle size is increased to 125 μm and then reduced to 107 μm. It can be seen that Fe (OH)3 "nuclei" formed by the continuous electrolysis of iron ions are favorable for the formation of particles from floc sludge under the action of electrochemistry. The reduction of the sludge particle size in the reactor R2 may result in the reduction of the activity of microorganisms and the disintegration of part of the sludge due to the temperature shock.
Fig. 4 shows a plot of CANON reactor dynamic membrane fouling. The pollution rate of R1 is 2.901 KPa/d, the pollution rate of R2 is 5.156 KPa/d, the membrane pollution rate of the R2 reactor is 1.78 times of that of the R1 reactor, the running effect of R1 is obviously better than that of R2, and the effect of electricity on delaying the membrane pollution is obvious.
Fig. 5 shows the composition and relative abundance changes of the flora in CANON reactor sludge at the phylum level. G0 is sludge at initial inoculation, H1 and H2 are sludge in R1 and R2, respectively. Anammox bacteria belong to the phylum planctomycete (planctomyces) and are present in the G0, H1 and H2 samples at 2.88%, 5.18% and 3.6%, respectively, indicating a significant increase in anammox bacteria content during CANON reactor operation. Under the conditions of electrochemistry and high ammonia nitrogen, the ANAMMOX bacteria content of H1 is higher than that of H2. The main reason is that the rapid proliferation of the ANAMMOX bacteria is facilitated by high ammonia nitrogen and continuous generation of iron ions under the electrified condition.
During the culture period, the CANON speed, specific anaerobic ammonia oxidation activity, nitrification speed, sludge average grain size, dynamic membrane transmembrane pressure difference, flora composition and other indexes of the CANON reactor can be monitored to master the starting process of the process.
According to the invention, the dynamic membrane module is added in the CANON reactor, so that the sludge loss is reduced, the sludge amount in the reactor is ensured, meanwhile, the dynamic membrane module and the iron plate are respectively used as the anode and cathode of an electrochemical system, an electrochemical reaction is constructed in the CANON, the activity of functional flora in the reactor is further improved, the biomass of the functional flora and the specific gravity of granular sludge are increased, the problem that the membrane module is easy to be polluted is solved, the problems of sludge loss and unsuitability for long-term stable operation are effectively solved, and the rapid start and stable operation of the process are facilitated.
The above are preferred embodiments of the present invention, and all changes made according to the technical scheme of the present invention that produce functional effects do not exceed the scope of the technical scheme of the present invention belong to the protection scope of the present invention.

Claims (8)

1. A method for strengthening a one-stage completely autotrophic nitrogen removal process by using a dynamic membrane with an embedded cathode is characterized by comprising the following steps:
preparing a one-stage completely autotrophic nitrogen removal reactor, namely a CANON reactor, successfully domesticated short-range nitrified floc sludge, successfully domesticated anaerobic ammonia oxidation floc sludge, a dynamic membrane component, an iron plate, a nylon net, a direct-current power supply and an aeration device;
installing a dynamic membrane component in the CANON reactor, adopting a stainless steel lining as a cathode and an iron plate as an anode, respectively connecting the cathode and the anode with a direct current power supply, and installing an aeration device at the bottom of the CANON reactor;
d, introducing direct current to the successfully domesticated anaerobic ammonia oxidation floc sludge for pretreatment;
adding prepared short-range nitrification floc sludge and anaerobic ammonia oxidation floc sludge into a CANON reactor according to a set mass ratio, so that the concentration of suspended floc sludge in the CANON reactor reaches a set value;
the CANON reactor maintains CANON anoxic state, adopts continuous flow mode operation, and hydraulic retention time reduces gradually, and high ammonia nitrogen waste water gets into the CANON reactor and discharges through the outlet pipe of dynamic membrane subassembly after handling, strengthens CANON reactor operation effect through controlling electrochemical parameter, realizes the rapid multiplication and the miniaturation of shortcut nitrobacteria and anaerobic ammonium oxidation fungus to improve CANON system's denitrogenation ability, and reduce membrane pollution rate.
2. The method of claim 1, wherein the stainless steel liner is covered with a nylon mesh.
3. The method of claim 2, wherein the nylon mesh size is 260 mesh.
4. The method of claim 1, wherein the anammox floc sludge is pretreated by applying direct current for 1 hour to increase the activity of the bacteria contained in the anammox floc sludge.
5. The method for strengthening the one-stage completely autotrophic nitrogen removal process by using the dynamic membrane with embedded cathode as claimed in claim 1, wherein the mass ratio of the shortcut nitrification floc sludge to the anaerobic ammonia oxidation floc sludge is 1: 1.3, the concentration of suspended floc sludge in the CANON reactor is 7000 mg/L.
6. The method of claim 1, wherein the DC power supply controls the current to be 0.02-0.04A, and the low current state is favorable for activating the activity of bacteria with shortcut nitrification and anammox functions.
7. The method of claim 1, wherein the anode is charged to separate iron ions, and the iron ions form Fe (OH) under electrochemical action3The crystal nucleus is beneficial to forming particles by floc sludge; and the combined action of the electric field and the iron ions is beneficial to the proliferation of the short-cut nitrification and anaerobic ammonium oxidation functional flora and the granulation of floc sludge.
8. The method for strengthening the one-stage completely autotrophic nitrogen removal process by using the dynamic membrane with embedded cathode according to claim 1, wherein the CANON reactor is controlled to be in an anoxic state, the dissolved oxygen is controlled to be below 0.2mg/L, the continuous flow operation is adopted, the hydraulic load is gradually reduced from 8 hours to 4 hours, and the high ammonia nitrogen wastewater enters the CANON reactor for treatment and is discharged through a water outlet pipe of the dynamic membrane module.
CN202110596344.3A 2021-05-30 2021-05-30 Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane Active CN113248016B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110596344.3A CN113248016B (en) 2021-05-30 2021-05-30 Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110596344.3A CN113248016B (en) 2021-05-30 2021-05-30 Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane

Publications (2)

Publication Number Publication Date
CN113248016A true CN113248016A (en) 2021-08-13
CN113248016B CN113248016B (en) 2022-05-20

Family

ID=77185322

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110596344.3A Active CN113248016B (en) 2021-05-30 2021-05-30 Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane

Country Status (1)

Country Link
CN (1) CN113248016B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114314808A (en) * 2021-12-16 2022-04-12 济南大学 Microbial fuel cell coupled completely autotrophic dynamic membrane reactor denitrification device and method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010000479A (en) * 2008-06-23 2010-01-07 Osaka City Organic raw water denitrification method including scale prevention
JP2010017639A (en) * 2008-07-10 2010-01-28 Metawater Co Ltd Organic raw water denitrification method by control of nitrite-type nitrification
CN102372393A (en) * 2010-08-16 2012-03-14 中国科学院成都生物研究所 Bioelectrochemistry coupling denitrogenation apparatus and method thereof
JP2013123706A (en) * 2011-12-16 2013-06-24 Kubota Corp System and method for treating waste water containing suspended organic matter
CN106186323A (en) * 2016-08-25 2016-12-07 福建省环境科学研究院 A kind of method starting integration short distance nitration anaerobic ammonia oxidation process
CN110697877A (en) * 2019-10-16 2020-01-17 中国科学院成都生物研究所 Method for producing methane by biological electrolytic denitrification of wastewater with low carbon-nitrogen ratio
CN111573821A (en) * 2020-05-22 2020-08-25 盐城工学院 Electrode denitrification system based on autotrophic short-cut denitrification-anaerobic ammonia oxidation module

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010000479A (en) * 2008-06-23 2010-01-07 Osaka City Organic raw water denitrification method including scale prevention
JP2010017639A (en) * 2008-07-10 2010-01-28 Metawater Co Ltd Organic raw water denitrification method by control of nitrite-type nitrification
CN102372393A (en) * 2010-08-16 2012-03-14 中国科学院成都生物研究所 Bioelectrochemistry coupling denitrogenation apparatus and method thereof
JP2013123706A (en) * 2011-12-16 2013-06-24 Kubota Corp System and method for treating waste water containing suspended organic matter
CN106186323A (en) * 2016-08-25 2016-12-07 福建省环境科学研究院 A kind of method starting integration short distance nitration anaerobic ammonia oxidation process
CN110697877A (en) * 2019-10-16 2020-01-17 中国科学院成都生物研究所 Method for producing methane by biological electrolytic denitrification of wastewater with low carbon-nitrogen ratio
CN111573821A (en) * 2020-05-22 2020-08-25 盐城工学院 Electrode denitrification system based on autotrophic short-cut denitrification-anaerobic ammonia oxidation module

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114314808A (en) * 2021-12-16 2022-04-12 济南大学 Microbial fuel cell coupled completely autotrophic dynamic membrane reactor denitrification device and method

Also Published As

Publication number Publication date
CN113248016B (en) 2022-05-20

Similar Documents

Publication Publication Date Title
CN107032479B (en) Method for strengthening treatment of high-concentration ciprofloxacin wastewater by bioelectrochemical anaerobic/microelectrolysis blending coupling
CN109574420B (en) Reverse osmosis concentrated water treatment method and device
CN112158952A (en) Device and method for treating low-carbon-nitrogen-ratio wastewater through continuous flow AOA (argon oxygen decarburization) shortcut nitrification and anaerobic ammonia oxidation coupling sludge fermentation denitrification
CN110028158B (en) Method and device for endogenous short-cut denitrification coupling anaerobic ammonia oxidation nitrogen and phosphorus removal of municipal domestic sewage
CN105481208B (en) A kind of high-efficiency sewage treatment process and device based on electron stream orientation regulation and control
CN113149343B (en) Electrochemical nitrogen and phosphorus removal device and method
CN104787977A (en) Continuous flow integrated electrode bio-membrane reactor and nitrate removal technology
Tang et al. Simultaneous removal of nitrate and sulfate using an up-flow three-dimensional biofilm electrode reactor: Performance and microbial response
CN103121754A (en) Denitrification and dephosphorization technique
CN110240257A (en) A kind of high-efficient denitrification and dephosphorization system handling aquaculture tail water
CN100482599C (en) Biological sponge iron preparation and its uses in water disposal
CN113248016B (en) Method for strengthening one-stage completely autotrophic nitrogen removal process by embedded cathode dynamic membrane
CN113716689B (en) Mixed nutrition type denitrification method based on sulfur reduction and sulfur autotrophic denitrification
WO2020238021A1 (en) Intensive modular combined aquaculture tail water treatment system
Ma et al. Enrichment of anammox biomass during mainstream wastewater treatment driven by achievement of partial denitrification through the addition of bio-carriers
CN104828942B (en) A kind of new municipal sewage denitrogenation dephosphorizing handling process
CN114835255B (en) Composite bioreactor based on iron-carbon carrier and preparation and sewage treatment method thereof
CN113461170B (en) Method and equipment for rapidly culturing autotrophic denitrification cable bacteria and application
CN204550200U (en) Municipal effluent denitrogenation dephosphorizing treatment system
CN210393890U (en) Device for strengthening synchronous denitrification through pyridine mineralization by utilizing nano ferroferric oxide
CN210261455U (en) Intensive modular combined aquaculture tail water treatment system
CN114772724A (en) Process and device for enhancing carbon capture of municipal sewage and reduction and resource utilization of excess sludge by combining sludge fermentation with PN/A technology
CN210261261U (en) Efficient nitrogen and phosphorus removal system for treating aquaculture tail water
CN112299561A (en) Landfill leachate short-cut nitrification and denitrification treatment method
CN206970308U (en) A kind of device of gradual change type whole process autotrophic denitrification

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
GR01 Patent grant
GR01 Patent grant