CN108529757A - The technology of NAS solidified carriers microbe generator and the generator treated sewage - Google Patents

The technology of NAS solidified carriers microbe generator and the generator treated sewage Download PDF

Info

Publication number
CN108529757A
CN108529757A CN201810298533.0A CN201810298533A CN108529757A CN 108529757 A CN108529757 A CN 108529757A CN 201810298533 A CN201810298533 A CN 201810298533A CN 108529757 A CN108529757 A CN 108529757A
Authority
CN
China
Prior art keywords
solidified
generator
microorganism
carrier
shell
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810298533.0A
Other languages
Chinese (zh)
Inventor
杨发明
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.)
Yunnan Ke Shan Environmental Protection Technology Co Ltd
Original Assignee
Yunnan Ke Shan Environmental Protection Technology Co Ltd
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 Yunnan Ke Shan Environmental Protection Technology Co Ltd filed Critical Yunnan Ke Shan Environmental Protection Technology Co Ltd
Priority to CN201810298533.0A priority Critical patent/CN108529757A/en
Publication of CN108529757A publication Critical patent/CN108529757A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic 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
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used
    • C02F3/341Consortia of 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
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used
    • C02F3/342Biological treatment of water, waste water, or sewage characterised by the microorganisms used characterised by the enzymes used
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/003Wastewater from hospitals, laboratories and the like, heavily contaminated by pathogenic microorganisms
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/14NH3-N
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/16Total nitrogen (tkN-N)

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Microbiology (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Activated Sludge Processes (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention discloses a kind of NAS solidified carriers microbe generator and the technologies of the generator treated sewage.NAS solidified carrier microbe generators include that the shell of tubbiness, shell upper end are equipped with that lid, bottom is fixedly connected with the first aeration tube through lid in shell, and through-hole is equipped with through the shell;Microorganism solidified carrier is filled between inner walls and the first aeration pipe outer wall, microorganism solidified carrier is pottery mud and diatomite in mass ratio 50:1 5cm porous ceramic film materials of 1 mixed sintering, by absorption, covalent bond, embedding by the microorganism purified from nature with transferase combination suspend mode in carrier.The present invention can substitute activated sludge treated sewage when using activated sludge culture microorganism link, can with it is no added it is long-term continue to provide high concentration microorganism flora into sewage, do not generate activated sludge in sewage disposal process, achieve the effect that sludge zero discharge;Can also be used for lake, polluted river water and other polluted-waters microbial treatment.

Description

The technology of NAS solidified carriers microbe generator and the generator treated sewage
Technical field
The present invention relates to sewage microbiological treatment technical field, more particularly to a kind of NAS solidified carriers microbe generator And the technology of the generator treated sewage.
Background technology
Sewage microbiological treatment technology, which mostly uses greatly, at present periodically launches microbial bacterial agent or the micro- life of activated sludge process culture Object, the method for periodically launching microbial bacterial agent have that duration is bad, system is unstable, is easy to run off, is subject to be damaged, operate and answer Miscellaneous, the problems such as Meteorological is larger.Activated sludge process is a kind of Aerobic biological process method of sewage, by the Clarke of Britain (Clark) it about invented and applied in Mancunian Lao Lunsi sewage experiment station in 1913 with Gage (Gage).Nowadays, active Sludge and its derivative improved process are the most widely used methods of treated sewage.It can utilize the nutritive salt culture in sewage micro- Biology, and by microorganism species degradable organic pollutant, there are the adaptability that concentration of wastewater changes not to receive by force, easily for this method The destruction of malicious sewage, debugging operations are complicated, generate excess sludge, the problems such as operating cost is higher.
Activated sludge process is continuously mixed sewage and various micropopulations under conditions of artificial oxygenation, Form micropopulation.Using the organic pollution in microorganism species degradation sewage, and pass through anaerobism, aerobic link reduction water body In chemical oxygen demand (COD), biochemical aerobic (BOD), total phosphorus, total nitrogen and ammonia nitrogen etc..Contain a large amount of disease in residual active sludge The harmful substances such as bacterium, heavy metal, belong to high-risk waste, and when processing need to carry out sludge dehydration and safe disposal, time-consuming and laborious.
It is solid that nonactive sludge (non-activated sludge NAS) is had developed for above-mentioned problem inventor Change carrier microorganisms generator, having long-term in the case where not adding any substance and material can sustainedly and stably provide height Concentration microorganism species make polluted-water obtain the effect of the organic pollutant degradation of continuous and effective.
Invention content
The object of the present invention is to provide a kind of solidified carrier microbe generator and using generator treated sewage technology, With long-term in the case where not adding any substance and material can sustainedly and stably provide high concentration microorganism flora, make dirt Dye water body obtains the organic pollutant degradation of continuous and effective;Can be applied to lake, polluted river water administer, waste water of livestock poultry, The processing of industrial wastewater, sanitary sewage;Activated sludge culture microorganism is utilized when can substitute traditional activated sludge process treated sewage Key link, activated sludge is not generated in sewage disposal only, achievees the effect that sludge zero discharge.
The present invention above-mentioned technical purpose technical scheme is that:
NAS solidified carrier microbe generators, including the shell of tubbiness, the shell upper end are equipped with lid, the shell Interior bottom is fixedly connected with the first aeration tube through lid, characterized in that is equipped with through-hole through the shell;The inner walls Microorganism solidified carrier is filled between the first aeration pipe outer wall;
The microorganism solidified carrier is to utilize pottery mud and diatomite in mass ratio 50:1 1-5cm fired after mixing Porous ceramic film material, a concentration of 1 × 10 will purified from nature by absorption, covalent bond, embedding skill means7CFU/ml's It is Blastocystis, actinomyces, genus lactubacillus, photosynthetic bacteria, gemma Pseudomonas, nitrifier, denitrifying bacterium, nitrite-oxidizing bacterium, slender The assembly of born of the same parents bacterium and transferase cures in carrier.
Further:Utilize the method for NAS solidified carrier microbe generator treated sewages, characterized in that including following Step:
Solidified carrier microbe generator is placed in polluted-water by S1;
Aerator is arranged in S2, solidified carrier microbe generator lower end, forms aerobic zone;
After sewage flows through solidified carrier microbe generator, haptoreaction is carried out with the microorganism of release by S3.
By using above-mentioned technical proposal, more traditional activated sludge process or periodically add microorganism species treated sewage and Speech, instead of traditional link by activated sludge culture microorganism or the regular link for launching microorganism species, effectively Avoid activated sludge generation and follow-up microorganism addition launch, ensure that microorganism species required concentration and duration, Stability can be effectively treated the sewage that pollution concentration changes greatly, realize the zero-emission of activated sludge, save Handle human and material resources, the financial resources cost of activated sludge.
Further, second aeration tube is located at below carrier microorganisms generator, and second aeration tube away from It is 40-200cm with a distance from the bottom of aerobic zone.
In conclusion the invention has the advantages that:
One, can without the other consumptive materials of any addition to polluted-water provide it is long-term, continue, stablize it is a variety of Microorganism species for organic pollutant degradation;
Secondly, adapt to during microorganism species are provided different pollution concentrations sewage and the short time it is toxic Sewage, and can effective degradation of contaminant;
Thirdly, do not generate activated sludge in sewage disposal only, achieve the effect that sludge zero discharge.
Description of the drawings
Fig. 1 is the diagrammatic cross-section of solidified carrier microbe generator in the present invention;
Fig. 2 is the schematic diagram of aerobic zone in the present invention.
In figure:1, NAS solidified carriers microbe generator;2, cure microbial carrier layer;3, lid;4, shell;5, lead to Hole;6, the first aeration tube;7, the second aeration tube;8, aerobic zone;9, Aeration fan;10, it is aerated connecting tube.
Specific implementation mode
Below in conjunction with attached drawing, invention is further described in detail.
Specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art The modification that not creative contribution can be made to the present embodiment as needed after reading this specification, but as long as in this hair It is all protected by Patent Law in bright right.
Embodiment, NAS solidified carrier microbe generators, as shown in attached drawing 1, attached drawing 2, NAS solidified carrier microorganisms hair Raw device 1, including the Stainless Steel Shell 4 of tubbiness, 4 upper end of the shell are fixedly connected equipped with bottom in lid 3, the shell 4 and pass through The first aeration tube 6 of lid 3 is worn, through-hole 8 is equipped with through the shell 7;7 inner wall of the shell and 9 outer wall of the first aeration tube it Between from bottom to top filling solidification microbial carrier layer 2;The second aeration tube of NAS solidified carrier microbe generator lower disposeds 7;It exposes Gas wind turbine 9 is connect by being aerated connecting tube 10 with the first aeration tube 6, the second aeration tube 7.Second aeration, 7 pipe is located at NAS solidifications and carries The lower end of body microbe generator 1 and apart from 8 bottom end 100cm of aerobic zone.
The microorganism solidified carrier layer 2 is a kind of 1-5cm porous ceramic film materials fired using mud of making pottery, porous ceramics material Expect the diatomite after being refined with screening using special preferred pottery mud according to weight 50:1 ratio mixing, is processed into 1-5cm not Deng cylinder carry out high temperature ceramic, each carrier only has 3/8 inch diameter, and area is about inside and outside the pore in bio-carrier 2-3 ㎡ can make microorganism have larger space and mass propagation.By the way that ceramic material to be placed on sterile workshop and need admittedly The microorganism fungus kind of change carries out physical absorption and merges 24 hours, later again activates carrier reactive group, then with enzyme reaction base Covalent coupling reaction occurs for group, is connected to carrier cavity surface covalent bond by preferred microorganism preferably covalently, finally utilizes The polymerization of supermolecule polymer gel makes cell shut off in the carrier, and supermolecule polymer gel can prevent letting out for cell Leakage, while matrix can be allowed to penetrate into and diffused out with product, last embedding treatment is completed, it will be from nature by the above skill means Purify a concentration of 1 × 107It is the Blastocystis of CFU/ml, actinomyces, genus lactubacillus, photosynthetic bacteria, gemma Pseudomonas, nitrifier, anti- Nitrifier, nitrite-oxidizing bacterium, unicellular bacterium combine with transferase, and by the parent suspend mode after combination in carrier.
Related experiment:
Place:Yunnan Midu county people's hospital;
Sewage:Hospital's sanitary sewage and medical waste water.
The sanitary sewage and medical waste water of hospital are after grid pond, regulating reservoir processing, into anaerobic biological pond, anaerobic biological Treated in pond, and sewage is flowed into aerobic zone, and the second aeration tube is equipped at the bottom 50cm of aerobic zone.It installs on aerobic zone top Solidified carrier microbe generator.Sewage inflow passes through gas after flooding solidified carrier microbe generator in the first aeration tube Body, while starting to ventilate in the second aeration tube, it is about 20 hours that sewage stops processing time in aerobic zone.
Experimental system physical and chemical index layout of the monitoring points in aerobic zone sewage inlet (1#) and aerobic zone outlet of sewer (2#), 2017 5,6, July monitors three times altogether.Monitoring project BOD, COD, total nitrogen (TN), total phosphorus (TP), ammonia nitrogen (NH3 +- N), analysis side Method is write using State Environmental Protection Administration's water and effluent monitoring analysis method editorial board《Water and effluent monitoring analysis method》(the 4th Version), it is shown in Table 1:
1 analysis test method of table
Monitoring project Standard method Monitoring project Standard method
BOD5 GB7488-89
CODcr GB/T11914-86 TN GB/T11894-89
TP GB11893-89 NH3 +-N GB7479-87
Analysis of experimental results:
During experiment, the pollutant removal of aerobic zone is shown in Table 2-6.
Removal effect (mg/litre) of the aerobic zone to COD
6 7 8
1# 399.234 357.576 314.800
2# 46.850 42.364 38.550
Removal effect (mg/litre) of the aerobic zone to BOD
6 7 8
1# 150.032 160.235 174.213
2# 9.052 9.224 9.361
Removal effect (mg/litre) of the aerobic zone to TN
6 7 8
1# 55.518 41.950 28.004
2# 13.611 11.523 7.235
Removal effect (mg/litre) of the aerobic zone to TP
6 7 8
1# 5.231 3.205 3.365
2# 0.298 0.178 0.328
The NH of aerobic zone pair3 +- N removal effects (mg/litre)
6 7 8
1# 10.330 13.834 9.270
2# 3.274 3.867 2.324
Experimental result shows, the sewage handled through aerobic zone, BOD, COD, total nitrogen (TN), total phosphorus (TP), ammonia nitrogen (NH3 +-N) It is decreased obviously, has reached national sewage level-one emission standard A, and do not generate activated sludge in the process, reached sludge zero discharge Effect.

Claims (3)

1.NAS solidified carrier microbe generators, including the shell of tubbiness, the shell upper end are equipped in lid, the shell Bottom is fixedly connected with the first aeration tube through lid, characterized in that is equipped with through-hole through the shell;The inner walls with Microorganism solidified carrier layer is filled between first aeration pipe outer wall;
The microorganism solidified carrier layer is to utilize pottery mud and diatomite in mass ratio 50:1 1-5cm that fires after mixing is more Hole ceramic material, a concentration of 1 × 10 will purified from nature by absorption, covalent bond, embedding skill means7The ferment of CFU/ml It is female Pseudomonas, actinomyces, genus lactubacillus, photosynthetic bacteria, gemma Pseudomonas, nitrifier, denitrifying bacterium, nitrite-oxidizing bacterium, unicellular The assembly of bacterium and transferase cures in carrier.
2. utilizing the method for NAS solidified carriers microbe generator treated sewage as described in claim 1, characterized in that packet Include following steps:
Solidified carrier microbe generator is placed in polluted-water by S1;
Aerator is arranged in S2, solidified carrier microbe generator lower end, forms aerobic zone;
After sewage flows through solidified carrier microbe generator, haptoreaction is carried out with the microorganism of release by S3.
3. the method for NAS solidified carriers microbe generator treated sewage according to claim 2, which is characterized in that institute It states the second aeration tube to be located at below carrier microorganisms generator, and distance of second aeration tube apart from aerobic zone bottom is 40-200cm。
CN201810298533.0A 2018-04-04 2018-04-04 The technology of NAS solidified carriers microbe generator and the generator treated sewage Pending CN108529757A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810298533.0A CN108529757A (en) 2018-04-04 2018-04-04 The technology of NAS solidified carriers microbe generator and the generator treated sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810298533.0A CN108529757A (en) 2018-04-04 2018-04-04 The technology of NAS solidified carriers microbe generator and the generator treated sewage

Publications (1)

Publication Number Publication Date
CN108529757A true CN108529757A (en) 2018-09-14

Family

ID=63483160

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810298533.0A Pending CN108529757A (en) 2018-04-04 2018-04-04 The technology of NAS solidified carriers microbe generator and the generator treated sewage

Country Status (1)

Country Link
CN (1) CN108529757A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111423056A (en) * 2020-03-31 2020-07-17 江苏医药职业学院 Aeration device for sewage treatment

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105836902A (en) * 2016-06-12 2016-08-10 煤科集团杭州环保研究院有限公司 Multi-chamber composite biological carrier and method for treating fixed-bed gasification wastewater
CN205687644U (en) * 2016-06-18 2016-11-16 泉州市宏盛集团公司 Pottery aquarium depurator
CN107055752A (en) * 2017-05-02 2017-08-18 广东工业大学 A kind of biofilm reactor
CN107162208A (en) * 2017-05-17 2017-09-15 南京鼎盛合力水利技术有限公司 Floating-island type biomembrane Water Ecological Recovery controlling device and apply its method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105836902A (en) * 2016-06-12 2016-08-10 煤科集团杭州环保研究院有限公司 Multi-chamber composite biological carrier and method for treating fixed-bed gasification wastewater
CN205687644U (en) * 2016-06-18 2016-11-16 泉州市宏盛集团公司 Pottery aquarium depurator
CN107055752A (en) * 2017-05-02 2017-08-18 广东工业大学 A kind of biofilm reactor
CN107162208A (en) * 2017-05-17 2017-09-15 南京鼎盛合力水利技术有限公司 Floating-island type biomembrane Water Ecological Recovery controlling device and apply its method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111423056A (en) * 2020-03-31 2020-07-17 江苏医药职业学院 Aeration device for sewage treatment

Similar Documents

Publication Publication Date Title
AU2017413373B2 (en) Method and device for bioremediation of water body
De-Bashan et al. Microalgae growth-promoting bacteria as “helpers” for microalgae: a novel approach for removing ammonium and phosphorus from municipal wastewater
CN104528947B (en) A kind of modification biological enzyme charcoal filler for sewage disposal
Xu et al. Treatment of high-strength ammonium wastewater by polyvinyl alcohol–sodium alginate immobilization of activated sludge
CN1315743C (en) Integrated anaerobic-wetland wastewater treatment apparatus and method therefor
CN104630115A (en) Microbial inoculant applicable to in-situ treatment of biochemical mobile toilets
CN103114062B (en) Denitrifying phosphate-accumulating organism with nitrogen and phosphorus removal functions and applications thereof
CN110143737A (en) A kind of river Ecology original position dredging restorative procedure
Malovanyy et al. The perspective of using the «open biological conveyor» method for purifying landfill filtrates
Saini et al. Biofilm-mediated wastewater treatment: a comprehensive review
CN103103153B (en) Anaerobic denitrification phosphorus-accumulating bacteria strain with denitrification and phosphorous removal effects and application thereof
CN106145375A (en) A kind of preparation and application method for removing sewage and the compositions educating river course again
KR101343964B1 (en) Entrapping immobilization pellets and process for producing the same, and wastewater treatment process and equipment using the same
Yuan et al. Multistage biological contact oxidation for landfill leachate treatment: Optimization and bacteria community analysis
CN109133355A (en) A kind of high nitrogen phosphorus creek water remediation method and immobilization cell
CN108529757A (en) The technology of NAS solidified carriers microbe generator and the generator treated sewage
CN102491534B (en) Waste water treatment method using online bacterium throwing device
CN107176678A (en) A kind of method by functional microorganism intensive treatment livestock breeding wastewater
CN204958644U (en) Micro -nano aeration high -efficiency biological processing apparatus of waste water is bred to beasts and birds
CN207375911U (en) A kind of bacteria bed
CN107364953B (en) A kind of duct type sewage disposal system
CN101367580A (en) Method for accelerating biotransformation of organic matter hard-to-degrade with co-immobilized amboceptor and thalli
CN210620398U (en) Biochemical repair system of normal position
CN109399859A (en) A kind of sewage disposal system using electrolysis method joint biological treatment
CN210825612U (en) Rotary biological embedding contact waste water treatment equipment

Legal Events

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

Application publication date: 20180914