CN107010724A - A kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application - Google Patents

A kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application Download PDF

Info

Publication number
CN107010724A
CN107010724A CN201710371963.6A CN201710371963A CN107010724A CN 107010724 A CN107010724 A CN 107010724A CN 201710371963 A CN201710371963 A CN 201710371963A CN 107010724 A CN107010724 A CN 107010724A
Authority
CN
China
Prior art keywords
electron donor
sulphur
bio
sewage
siderite
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
CN201710371963.6A
Other languages
Chinese (zh)
Other versions
CN107010724B (en
Inventor
王爱杰
朱婷婷
程浩毅
王鸿程
王树森
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 Zhongchi bize Environmental Technology Co.,Ltd.
Original Assignee
Research Center for Eco Environmental Sciences of CAS
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 Research Center for Eco Environmental Sciences of CAS filed Critical Research Center for Eco Environmental Sciences of CAS
Priority to CN201910123257.9A priority Critical patent/CN109879415B/en
Priority to CN201710371963.6A priority patent/CN107010724B/en
Publication of CN107010724A publication Critical patent/CN107010724A/en
Application granted granted Critical
Publication of CN107010724B publication Critical patent/CN107010724B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • C02F3/2806Anaerobic processes using solid supports for microorganisms
    • 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
    • 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
    • C02F3/346Iron bacteria
    • 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
    • C02F2003/001Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2305/00Use of specific compounds during water treatment
    • C02F2305/06Nutrients for stimulating the growth of microorganisms

Abstract

The invention discloses a kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application.Described sustained release electron donor, it is included by siderite and sulphur with volume ratio 1:10~5:The compound of 1 composition.The sustained release electron donor wide material sources of the present invention, it is cheap.The method efficiency for the sewage deep denitrogenation that the present invention is provided is stable, sludge yield is small, have a extensive future.

Description

A kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application
Technical field
The invention belongs to dirty (useless) advanced water treatment process field, and in particular to one kind is sustained electron donor and entered using it The method of row sewage deep denitrogenation.
Background technology
Recycling sewage generated by making is the effective way for solving water crisis.At present, town domestic sewage is after two stage treatment, still So contain certain density nitrogen-containing pollutant.If handled without advanced nitrogen, in water body of only being dissolved by the self-purification ability of enviroment Nitrogen, larger pollutional load and eco-toxicity can be caused to environment.Therefore, the advanced nitrogen of exploitation high-efficiency and economic is newly square Method, it has also become the focus of current sewage recycling area research.
Conventional denitrification technology needs to consume large amount of organic, and carbon source wretched insufficiency in secondary effluent from sewage treatment plant, Denitrification effect extreme difference.Research is primarily upon the denilrification system using sulphur both at home and abroad at present, can be under anoxic or anaerobic condition By the use of sulphur as electron donor, energy is obtained by the sulphur of redox state, while using nitrate as electron acceptor, being gone back Originally it was nitrogen, so as to realize denitrification process, reaction equation is:55S+20CO2+50NO3 -+38H2O+4NH4 +→4C5H7O2N+25N2 +55SO4 2-+64H+.The H that sulphur denitrification process is produced+So that water outlet pH value reduction (< 5), has had a strong impact on reaction system Denitrification effect.In engineering practice, sulphur denitrification generally and lime stone R. concomitans, i.e. SLAD systems.Lime stone is mainly used To neutralize the acid produced in sulphur denitrification process, or bacterium provides inorganic carbon source.However, sulphur lime stone denitrification system The substantial amounts of lime stone of system consumption, causes the water hardness higher.Lime stone is not contributed denitrogenation in itself, reduces unit volume anti- Answer the efficiency of device denitrogenation.
The content of the invention
In view of this, it is sustained electron donor and using its progress sewage deep denitrogenation it is an object of the invention to provide a kind of Method, to solve at least part technical problem present in above-mentioned prior art.
To achieve the above object, an aspect of of the present present invention provides a kind of sustained release electron donor, and it is included by siderite and sulphur Sulphur is with volume ratio 1:10~5:The compound of 1 composition.
The sustained release electron donor of the present invention can be used in various anti-nitration reaction systems, such as the denitrification process of stain disease In.
Wherein, the volume ratio preferably 1 of the siderite and sulphur:2~1:1, more preferably 1:2.
Wherein it is preferred to, the siderite and sulphur each grind to form a diameter of 0.1~5mm particle, then mix equal It is even to use, it is highly preferred that the siderite and sulphur each grind to form a diameter of 0.1~0.5mm particle, then it is well mixed Use.
Those skilled in the art it is to be understood that heretofore described siderite has its conventional sense in this area, its into It is divided into FeCO3
Another aspect of the present invention also provides a kind of bio-filter stuffing, and it includes foregoing sustained release electron donor.
The bio-filter stuffing can be as described in the routine of this area, it is preferable that the carrier bag of the bio-filter stuffing Include but be not limited to microporous hollow ball.The preferred high density polyethylene (HDPE) of material or glass fibre of the microporous hollow ball;The micropore The diameter and mesh count of hollow ball can be conventional for this area, it is preferable that a diameter of 5~50mm of the microporous hollow ball, institute The mesh for stating microporous hollow ball is 80~300 mesh, it is highly preferred that a diameter of 20~50mm of the microporous hollow ball, described micro- The mesh of hole hollow ball is 180~300 mesh.It is understood that the carrier of the bio-filter stuffing be not limited to it is above-mentioned Microporous hollow ball, can also be from some other materials, specification and structure, as long as above-mentioned sustained release electron donor can be carried i.e. Can.
Those skilled in the art are it is to be understood that the bio-filter stuffing supplies attached growth of microorganisms biofilm, the sustained release Electron donor is filled in described carrier.
Another aspect of the invention also provides a kind of sewage disposal system, and it includes aforementioned biological filter tank filler.
Another aspect of the present invention also provides a kind of method that sewage deep denitrogenation is carried out using foregoing sewage disposal system, It includes:
The domestication biofilm of sewage disposal system, and
Treatment sewage is passed through into the system after biofilm and carries out denitrogenation.
Wherein, the operation of the domestication biofilm can be that this area is conventional, first can be such as inoculated with into sewage disposal system Then the excess sludge of appropriate sewage treatment plant tames typical biological denitrificaion bacterium (such as inoculation source by continuum micromeehanics Sulphur denitrifying bacterium and ferrous oxidation bacterium), make it in the surface attachment biofilm growth formation of sustained release electron donor, be sustained electronics Donor surface is the nucleus (hot-zone) of biological denitrificaion reaction.
Preferably, in the operation of the domestication biofilm, denitrifying bacteria, Ran Houlian first are inoculated with to the sewage disposal system It is continuous to be passed through the sewage containing nitrate and tamed, denitrifying bacteria is adhered to and is grown on bio-filter stuffing, up to biofilm Success.
Wherein, the preferred sulphur denitrifying bacterium of the denitrifying bacteria and ferrous oxidation bacterium, the sewage containing nitrate PH value is preferably 6.8~7.3, it is highly preferred that during domestication, the extra addition decrement into the sewage containing nitrate Dihydric phosphate, bicarbonate, sodium thiosulfate, frerrous chloride, sodium chloride, magnesium sulfate, calcium chloride and trace element are as tame and docile Compound, until during biofilm success, the addition for taming thing is decremented into 0.
Compared with prior art, positive effect of the invention is:
1st, the invention provides a kind of new method for being sustained electron donor coordinated drive sewage deep denitrogenation, sparring is utilized Ore deposit-sulfur compounds, as sustained release electron donor, are that denitrification process persistently provides electronics.Siderite denitrification process produces two Carbonoxide, can continue to provide inorganic carbon source to ensure the growth metabolism demand of microorganism.Water outlet pH stable is 6.5~7.5 Between, it is not required to individually adjust pH value.
2nd, in bio-filter stuffing of the invention, because there is density variation in natural siderite and sulphur so that biological filter The microcellular structure carrier of pond filler can avoid the phenomenon for being sustained electron donor layering and being flowed out with water outlet.
3rd, the sustained release electron donor wide material sources in the present invention, cheap;It is used as the micropore of bio-filter stuffing carrier Structure is prepared simply, easy to use, it is easy to be engineered popularization and application.
4th, the new denitrogenation method efficiency that the present invention is provided is stable, sludge yield is small, have a extensive future.
Brief description of the drawings
Fig. 1 shows the structural representation of the bio-denitrifying sewage processing system in embodiment 1.
Fig. 2 shows the enlarged diagram of the bio-filter stuffing in the bio-denitrifying sewage processing system of embodiment 1.
[description of reference numerals]
Water inlet pipe 1
Intake pump 2
Bio-denitrifying sewage processing system 3
Bio-filter stuffing 4
It is sustained electron donor 5
Outlet pipe 6
Three phase separator 7
Microporous hollow ball carrier framework 8
Siderite 9
Sulphur 10
Embodiment
For the object, technical solutions and advantages of the present invention are more clearly understood, below in conjunction with embodiment, and join According to accompanying drawing, the present invention is described in further detail.
In view of prior art has foregoing a variety of drawbacks, in the R&D process of the present invention, inventor has found, chooses a kind of Both the H that in lime stone and sulphur denitrification process is produced can have been substituted+, while also can be as denitrifying electron donor, to dirt Water treatment plant's secondary effluent deep purifying has critically important theory and practical significance.Practice by substantial amounts of research and repeatedly Checking, inventor has found that ferrous oxidation bacterium can be by the use of ferrous iron as electron donor, by nitre under conditions of anoxic or anaerobism Hydrochlorate is reduced to nitrogen, while producing basicity, reaction equation is:5FeCO3+NO3 -+12H2O→5Fe(OH)3+0.5N2+CO2+OH-。 Another inventor also found that the main component of natural siderite is FeCO3, it is widespread in nature, if by sulphur and day Right both siderites are used cooperatively, then are capable of the advanced nitrogen of dirty (useless) water of coordinated drive, acid-base balance are maintained, while siderite Denitrification process can produce carbon dioxide, can continue to provide inorganic carbon source to ensure that microorganism grows in sewage disposal system The demand of metabolism, so as to obtain the present invention, its reaction equation is as follows:0.86S+5FeCO3+1.78NO3 -+12.59H2O+0.06NH4 +→0.06C5H7O2N+5Fe(OH)3+0.89N2+0.85SO4 2-+4.69CO2
Some specific embodiments are set forth below, to make further to technical scheme and technique effect It is bright.
Embodiment 1
The present embodiment provides a kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application.Electronics is sustained to supply Body is by siderite and sulphur by volume 1:The compound of 1 composition.First natural siderite is cleaned using 0.5% watery hydrochloric acid Surface, grinds into a diameter of 2mm~5mm particle, and sulphur also cleans surface using 0.5% watery hydrochloric acid, ground Into a diameter of 2mm~5mm particle, then by siderite particle and drusen with 1:1 volume ratio is used after uniformly mixing.
Above-mentioned sustained release electron donor is filled into the balloon borne body of microporous hollow, bio-filter stuffing is formed, microporous hollow ball A diameter of 20mm, mesh is 180 mesh, and material is high density polyethylene (HDPE), and the filling proportion of sustained release electron donor is 90%, after filling It is hermetically sealed using buckle.
The bio-filter stuffing that will be filled with being sustained electron donor is filled in bio-denitrifying sewage processing system, packing ratio Example is at 1/2 system altitude.Denitrifying bacteria, including sulphur denitrifying bacterium and ferrous oxidation bacterium are inoculated with into system, is continuously passed through Sewage containing nitrate is tamed, and denitrifying bacteria is adhered to and is grown on bio-filter stuffing, until biofilm success.Its In, the pH value of the sewage containing nitrate is 6.8~7.3, during domestication, is additionally added into the sewage containing nitrate Dihydric phosphate, bicarbonate, sodium thiosulfate, frerrous chloride, sodium chloride, magnesium sulfate, calcium chloride and the micro member of decrement Element is as domestication thing, until during biofilm success, the addition for taming thing is decremented into 0.
After biofilm success, human configuration simulation secondary effluent, NO of intaking are pumped into3 -- N concentration be 20mg/L, pH be 6.8~ 7.3, hydraulic detention time 12h is controlled, 30 DEG C of temperature makes microorganism fully be contacted with processing waste water, a water is taken every 12h Sample, determines its water quality index.
As a result show, the bio-denitrifying sewage processing system of the present embodiment can reach nitrate clearance in 12 hours To 85%, pH stable is 6.9~7.5, it is not necessary to individually adjust pH value.
The bio-denitrifying sewage processing system of the present embodiment refer to shown in Fig. 1, and the substantially process of its work is as follows:Sewage The secondary water outlet of factory is extracted through intake pump 2 is delivered to bio-denitrifying sewage processing system 3 by water inlet pipe 1.Filled out in microporous hollow ball Sustained release electron donor 5 is filled, the two constitutes bio-filter stuffing 4.Then biological filter is filled in bio-denitrifying sewage processing system 3 Pond filler 4, biofilm reactor is formed as the bio-filter stuffing 4 of adaptive bio-carrier after domestication biofilm.Sewage Current in biological denitrificaion processing system 3 use upward flow form, and secondary water outlet flows through biofilm reactor successively from bottom to top The bio-filter stuffing 4 for the biofilm that succeeded, contacts completion denitrification process with sustained release electron donor 5, is finally flowed out by outlet pipe 6 Denitrification system, and collect aerogenesis with three phase separator 7.
The enlarged drawing of bio-filter stuffing 4 shown in Fig. 1 is as shown in Fig. 2 it is by the outside balloon borne body bone of microporous hollow Frame 8 is constituted with the siderite 9 and sulphur 10 that are filled in inside, and wherein the ratio of each several part, shape, dimensions and quantity are more It is few only to make to illustrate, the performance of the present invention is not limited with this.
Embodiment 2~3
Embodiment 2~3 provides a kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application respectively.They Operation with embodiment 1 is essentially identical, the difference is that only the specification of sulphur and siderite in sustained release electron donor not Together.Wherein, the siderite and sulphur in embodiment 2 be diameter be 0.5mm~2mm particle, siderite in embodiment 3 and Sulphur be diameter be 0.1mm~0.5mm particle, the result of embodiment 2 and 3 and with the result of embodiment 1 Compare as shown in table 1.From table 1 it follows that the particle of siderite and sulphur is smaller, the effect of denitrogenation is better, and pH's is steady It is qualitative also higher.
Denitrification effect in the embodiment 2~3 of table 1
Embodiment 4~8
Embodiment 4~8 equally distinguishes a kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application.They Operation with embodiment 1 is essentially identical, the difference is that only the compound proportion of sulphur and siderite in sustained release electron donor not Together.Wherein, the sustained release electron donor in embodiment 4 is by siderite and sulphur by volume 1:The compound of 2 compositions, embodiment Sustained release electron donor in 5 is by siderite and sulphur by volume 2:Sustained release electronics in the compound of 1 composition, embodiment 6 Donor is by siderite and sulphur by volume 1:Sustained release electron donor in the compound of 10 compositions, embodiment 7 is by sparring Ore deposit and sulphur by volume 1:Sustained release electron donor in the compound of 5 compositions, embodiment 8 is by volume by siderite and sulphur Than 5:The compound of 1 composition.The result of embodiment 4~8 and as shown in table 2 with the comparison of the result of embodiment 1.From As can be seen that the volume ratio of siderite and sulphur is 1 in table 2:When 2, the best results of denitrogenation, pH stability is also optimal.
Denitrification effect in the embodiment 4~8 of table 2
Embodiment 9
Embodiment 9 equally provides a kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application.They with The operation of embodiment 1 is essentially identical, the difference is that only a diameter of 50mm of microporous hollow ball, and mesh is 300 mesh, packing ratio Example is 85%, as a result shows NO3 -- N clearances, which can reach more than 70%, pH, can stablize 6.8~7.3.
Embodiment 10
Embodiment 10 equally provides a kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application.They with The operation of embodiment 1 is essentially identical, the difference is that only a diameter of 50mm of microporous hollow ball, and mesh is 180 mesh, packing ratio Example is 85%, as a result shows NO3 -- N clearances, which can reach more than 70%, pH, can stablize 6.8~7.3.
Comparative example 1
Sewage deep denitrogenation is carried out using sulphur and natural siderite as electron donor, and it is carried out with embodiment 1 Contrast test.In contrast test, all equal be the same as Examples 1 of parameter setting, it the difference is that only the difference of electron donor, knot Fruit is as shown in table 3:
Table 3 is sustained influence of the electron donor to denitrification effect
From table 3 it can be seen that the denitrification system nitrate of filling siderite-sulphur composite slow release electron donor was at 12 hours Interior clearance reaches 85%, and pH stable is 6.9~7.5, it is not necessary to individually adjust pH value.And sulphur or siderite is separately filled Denitrification system, not only nitrate removal rate can only achieve 70% and 77.5%, and the two water outlet pH value respectively in acidity And alkalescence, it is unsuitable for microorganism growth.
The sustained release electron donor that the present invention is provided it can be seen from the result of the various embodiments described above and comparative example is filled in life In thing denitrification system, higher nitric efficiency can not only be kept when system works, and can make pH stable in neutrality, no Need individually to adjust pH value.Therefore in actual applications, the life of siderite-sulphur composite slow release electron donor equipped with the present invention Thing filter tank filler just turns into a kind of adaptive bio-carrier, ensure that the normal enrichment and growth of microorganism.
It has to be noted that the carrier (microporous hollow ball) of the bio-filter stuffing used in each embodiment, its diameter Other specifications are can also be with mesh count, such as a diameter of 5~20mm or mesh count are 80~180, to coordinate corresponding particle diameter Sustained release electron donor particle use, experiment shows also realize suitable even more excellent technique effect substantially.Meanwhile, it is micro- The material of hole hollow ball is without high density polyethylene (HDPE) is defined to, and other plastic materials, such as glass fibre material also can Realize suitable even more excellent technique effect substantially.The carrier of the bio-filter stuffing used in each embodiment can not also be limited In the spherical structure as microporous hollow ball, the porous carrier of other shapes and structure is also applied for the present invention, also can be real Existing suitable even more excellent technique effect substantially.
In addition, inventor also found, in bio-filter stuffing of the invention, there is density variation in natural siderite and sulphur, The microcellular structure carrier of bio-filter stuffing can avoid the phenomenon for being sustained electron donor layering and being flowed out with water outlet, such as implement In example 1, ensure denitrification system nitrate clearance in 12 hours reach 85%, pH stable while 6.9~7.5, The losss proportion of sustained release electron donor is always held at very low level, and only 1%~2%, so that it is electric to greatly save sustained release The cost of sub- donor cost in itself and subsequent treatment process.
The new denitrogenation method efficiency that the present invention is provided is stablized, sludge yield is small, have a extensive future.
Particular embodiments described above, has been carried out further in detail to the purpose of the present invention, technical scheme and beneficial effect Describe in detail bright, it should be understood that the foregoing is only the present invention specific embodiment, be not intended to limit the invention, it is all Within the spirit and principles in the present invention, any modification, equivalent substitution and improvements done etc. should be included in the protection of the present invention Within the scope of.

Claims (10)

1. one kind sustained release electron donor, it is included by siderite and sulphur with volume ratio 1:10~5:The compound of 1 composition.
2. sustained release electron donor according to claim 1, wherein, the volume ratio of the siderite and sulphur is 1:2~1: 1, more preferably 1:2.
3. sustained release electron donor according to claim 1 or 2, wherein, the siderite and sulphur each grind to form diameter For 0.1~5mm particle, then it is well mixed and uses;
It is highly preferred that the siderite and sulphur each grind to form a diameter of 0.1~0.5mm particle, being then well mixed makes With.
4. a kind of bio-filter stuffing, it includes the sustained release electron donor described in any one of claims 1 to 3.
5. bio-filter stuffing according to claim 4, wherein, the carrier of the bio-filter stuffing includes microporous hollow Ball.
6. bio-filter stuffing according to claim 5, wherein, the material of the microporous hollow ball includes high-density polyethylene Alkene or glass fibre;A diameter of 5~50mm of the microporous hollow ball;The mesh of the microporous hollow ball is 80~300 mesh;
It is highly preferred that a diameter of 20~50mm of the microporous hollow ball;The mesh of the microporous hollow ball is 180~300 mesh.
7. a kind of sewage disposal system, it includes the bio-filter stuffing described in any one of claim 4~6.
8. a kind of method that sewage disposal system using described in claim 7 carries out sewage deep denitrogenation, it includes:
The domestication biofilm of sewage disposal system, and
Treatment sewage is passed through into the system after biofilm and carries out denitrogenation.
9. method according to claim 8, wherein, in the operation of the domestication biofilm, first to the sewage disposal system System inoculation denitrifying bacteria, is then continuously passed through the sewage containing nitrate and is tamed, make denitrifying bacteria in bio-filter stuffing Upper attachment and growth, until biofilm success.
10. method according to claim 9, wherein, the denitrifying bacteria includes sulphur denitrifying bacterium and ferrous oxidation bacterium;
The pH value of the sewage containing nitrate is 6.8~7.3;
It is highly preferred that during domestication, extra dihydric phosphate, the carbonic acid for adding decrement into the sewage containing nitrate Hydrogen salt, sodium thiosulfate, frerrous chloride, sodium chloride, magnesium sulfate, calcium chloride and trace element as domestication thing, until biofilm into During work(, the addition for taming thing is decremented to 0.
CN201710371963.6A 2017-05-24 2017-05-24 A method of it being sustained electron donor and carries out sewage deep denitrogenation using it Active CN107010724B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201910123257.9A CN109879415B (en) 2017-05-24 2017-05-24 Slow-release electron donor and method for deep denitrification of sewage by using same
CN201710371963.6A CN107010724B (en) 2017-05-24 2017-05-24 A method of it being sustained electron donor and carries out sewage deep denitrogenation using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710371963.6A CN107010724B (en) 2017-05-24 2017-05-24 A method of it being sustained electron donor and carries out sewage deep denitrogenation using it

Related Child Applications (1)

Application Number Title Priority Date Filing Date
CN201910123257.9A Division CN109879415B (en) 2017-05-24 2017-05-24 Slow-release electron donor and method for deep denitrification of sewage by using same

Publications (2)

Publication Number Publication Date
CN107010724A true CN107010724A (en) 2017-08-04
CN107010724B CN107010724B (en) 2019-03-12

Family

ID=59451325

Family Applications (2)

Application Number Title Priority Date Filing Date
CN201710371963.6A Active CN107010724B (en) 2017-05-24 2017-05-24 A method of it being sustained electron donor and carries out sewage deep denitrogenation using it
CN201910123257.9A Active CN109879415B (en) 2017-05-24 2017-05-24 Slow-release electron donor and method for deep denitrification of sewage by using same

Family Applications After (1)

Application Number Title Priority Date Filing Date
CN201910123257.9A Active CN109879415B (en) 2017-05-24 2017-05-24 Slow-release electron donor and method for deep denitrification of sewage by using same

Country Status (1)

Country Link
CN (2) CN107010724B (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107487840A (en) * 2017-09-04 2017-12-19 沈阳东源环境科技有限公司 The biofilter material of nitrate nitrogen in a kind of processing water
CN108033557A (en) * 2017-12-18 2018-05-15 中原环保股份有限公司 A kind of denitrogenation filler and the method for city sewage deep denitrogenation
CN109368769A (en) * 2018-12-20 2019-02-22 北京梅凯尼克环保科技有限公司 A kind of autotrophic type deep-bed filter using novel compound filling
CN109592797A (en) * 2019-01-31 2019-04-09 东北大学 A kind of preparation method of denitrification denitrogenation material
CN110156267A (en) * 2019-05-30 2019-08-23 中国科学院生态环境研究中心 The micro- oxygen of catalysis oxidation-strengthens process for purifying water and water purification system
CN110776089A (en) * 2019-11-07 2020-02-11 苏州方舟环境发展有限公司 Denitrification filter material
CN114524511A (en) * 2022-01-28 2022-05-24 大连理工大学 Alkalinity slow-release porous spherical shell suspended filler based on sulfur autotrophic nitrogen removal of low C/N sewage
CN114524513A (en) * 2022-01-28 2022-05-24 大连理工大学 Method for treating low C/N sewage by anaerobic-aerobic-anoxic-moving bed autotrophic denitrification process

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116272645B (en) * 2023-05-11 2023-08-04 中建环能科技股份有限公司 Sewage denitrification carrier preparation system and preparation method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101973629A (en) * 2010-10-29 2011-02-16 南京大学 Nitrogen and phosphorus removal method by using pyrite as biochemical filling
CN102603064A (en) * 2012-04-01 2012-07-25 南京大学 Method for synchronously removing nitrogen and phosphorus in sewage containing nitrogen and phosphorus
USD673401S1 (en) * 2005-05-13 2013-01-01 Humanscale Corporation Chair support structure
CN103232117A (en) * 2013-04-15 2013-08-07 湖北大学 Low carbon nitrogen ratio micro contaminated water nitrogen removal method
CN103801254A (en) * 2014-02-25 2014-05-21 合肥工业大学 Siderite-based nitrogen and phosphorus removal material and application method thereof
CN104129850A (en) * 2014-08-14 2014-11-05 合肥工业大学 In-situ remediation method for nitrate pollutions in groundwater
CN105906045A (en) * 2016-06-21 2016-08-31 知和环保科技有限公司 Reactor for removing nitrate from water based on hydrazine-sulfur synergetic biological action

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5389625B2 (en) * 2009-12-02 2014-01-15 新日鉄住金エンジニアリング株式会社 Sewage denitrification method
CN203222512U (en) * 2013-04-11 2013-10-02 浙江省环境保护科学设计研究院 Combined biological stuffing for removing ammonia nitrogen
CN105621608B (en) * 2016-03-21 2018-03-30 北京科技大学 Printing and dyeing wastewater autotrophic denitrification device and method
CN106145320A (en) * 2016-09-05 2016-11-23 济宁金水科技有限公司 A kind of sewage disposal porous spherical combined stuffing

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD673401S1 (en) * 2005-05-13 2013-01-01 Humanscale Corporation Chair support structure
CN101973629A (en) * 2010-10-29 2011-02-16 南京大学 Nitrogen and phosphorus removal method by using pyrite as biochemical filling
CN102603064A (en) * 2012-04-01 2012-07-25 南京大学 Method for synchronously removing nitrogen and phosphorus in sewage containing nitrogen and phosphorus
CN103232117A (en) * 2013-04-15 2013-08-07 湖北大学 Low carbon nitrogen ratio micro contaminated water nitrogen removal method
CN103801254A (en) * 2014-02-25 2014-05-21 合肥工业大学 Siderite-based nitrogen and phosphorus removal material and application method thereof
CN104129850A (en) * 2014-08-14 2014-11-05 合肥工业大学 In-situ remediation method for nitrate pollutions in groundwater
CN105906045A (en) * 2016-06-21 2016-08-31 知和环保科技有限公司 Reactor for removing nitrate from water based on hydrazine-sulfur synergetic biological action

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
A.KOENIG ET AL.: "Use of limestone for pH control in autotrophic denitrification: continuous flow experiments in pilot-scale packed bed reactors", 《JOURNAL OF BIOTECHNOLOGY》 *
李天昕等: "硫/石灰石自养反硝化处理低碳高氮城市污水的工艺", 《环境工程学报》 *
陈家庆: "《环保设备原理与设计》", 31 August 2008, 中国石化出版社 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107487840A (en) * 2017-09-04 2017-12-19 沈阳东源环境科技有限公司 The biofilter material of nitrate nitrogen in a kind of processing water
CN107487840B (en) * 2017-09-04 2020-12-11 沈阳东源环境科技有限公司 Biological filter material for treating nitrate nitrogen in water
CN108033557A (en) * 2017-12-18 2018-05-15 中原环保股份有限公司 A kind of denitrogenation filler and the method for city sewage deep denitrogenation
CN109368769A (en) * 2018-12-20 2019-02-22 北京梅凯尼克环保科技有限公司 A kind of autotrophic type deep-bed filter using novel compound filling
CN109592797A (en) * 2019-01-31 2019-04-09 东北大学 A kind of preparation method of denitrification denitrogenation material
CN110156267A (en) * 2019-05-30 2019-08-23 中国科学院生态环境研究中心 The micro- oxygen of catalysis oxidation-strengthens process for purifying water and water purification system
CN110776089A (en) * 2019-11-07 2020-02-11 苏州方舟环境发展有限公司 Denitrification filter material
CN114524511A (en) * 2022-01-28 2022-05-24 大连理工大学 Alkalinity slow-release porous spherical shell suspended filler based on sulfur autotrophic nitrogen removal of low C/N sewage
CN114524513A (en) * 2022-01-28 2022-05-24 大连理工大学 Method for treating low C/N sewage by anaerobic-aerobic-anoxic-moving bed autotrophic denitrification process

Also Published As

Publication number Publication date
CN109879415A (en) 2019-06-14
CN109879415B (en) 2021-03-16
CN107010724B (en) 2019-03-12

Similar Documents

Publication Publication Date Title
CN107010724A (en) A kind of method for being sustained its progress sewage deep denitrogenation of electron donor and application
Robles et al. New frontiers from removal to recycling of nitrogen and phosphorus from wastewater in the Circular Economy
CN103801254B (en) A kind of denitrogenation dephosphorizing material based on siderite and using method thereof
Ma et al. Autotrophic denitrification in constructed wetlands: Achievements and challenges
CN103755043B (en) The biological permeable reaction wall system that a kind of Acidic Waste Water from Coal Mines situ downhole is repaired
CN106380044A (en) Ecologically safe sewage treatment plant nitrogen and phosphorus removal method
Zhu et al. Roles of vegetation, flow type and filled depth on livestock wastewater treatment through multi-level mineralized refuse-based constructed wetlands
CN101691547B (en) Method for restoring micro-scale polluted reservoir water by using situ bio-contact oxidation
CN103833174B (en) A kind of device for treating high-concentration ammonia and method
CN103153879A (en) Selenium removal using chemical oxidation and biological reduction
CN1290663A (en) Deep processing method for deodorizing waste water by soll microorganism
CN104150592A (en) Method for deeply treating sewage by using calcined pyrite as filtering material
CN113044974A (en) Denitrification material based on sulfur autotrophic denitrification, preparation method and application
CN112047565A (en) PHBV-pyrite substance mixotrophic denitrification biofilm reactor and application thereof
CN104692526B (en) A kind of method that utilization goethitum improves wastewater treatment process denitrification denitrogenation speed
CN104961229A (en) Nitrifying bacterium microbial film and preparing method of nitrifying bacterium microbial film
CN110902948A (en) Rural distributed domestic sewage treatment process and system for strengthening phosphorus removal and recovery
CN112744912A (en) Sulfur autotrophic denitrification biological filter, sewage treatment system and treatment method thereof
CN114409096A (en) Method for realizing efficient deep denitrification of sewage by coupling elemental sulfur disproportionation and sulfur autotrophic denitrification
CN104548921B (en) Biological deodorizing filler and preparation method thereof
CN106282020B (en) A kind of method of the autotrophic denitrification micropopulation of orienting enriching different proportion
CN108862623A (en) A method of removing nitrate nitrogen in low organic carbon content water body
CN203820583U (en) High concentration ammonia-nitrogen wastewater treatment device
CN108083452A (en) A kind of heterotrophism integrates solid phase denilrification system with sulphur autotrophy and handles high nitric acid body of salt
CN104944575B (en) Biological treatment method of acidic sulfate wastewater containing Fe3+ and Cu2+

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
CB03 Change of inventor or designer information

Inventor after: Wang Aijie

Inventor after: Zhu Tingting

Inventor after: Cheng Haoyi

Inventor after: Wang Hongcheng

Inventor after: Wang Shusen

Inventor after: Shao Kai

Inventor before: Wang Aijie

Inventor before: Zhu Tingting

Inventor before: Cheng Haoyi

Inventor before: Wang Hongcheng

Inventor before: Wang Shusen

CB03 Change of inventor or designer information
TR01 Transfer of patent right

Effective date of registration: 20210114

Address after: 415, 4th floor, D-2 building, Dongsheng Science Park, Zhongguancun, 66 xixiaokou Road, Haidian District, Beijing, 100192

Patentee after: Beijing Zhongchi bize Environmental Technology Co.,Ltd.

Address before: 100085 Beijing city Haidian District Shuangqing Road No. 18

Patentee before: Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences

TR01 Transfer of patent right