CN2600437Y - Order group type bio-membrane reactor system - Google Patents

Order group type bio-membrane reactor system Download PDF

Info

Publication number
CN2600437Y
CN2600437Y CNU032283768U CN03228376U CN2600437Y CN 2600437 Y CN2600437 Y CN 2600437Y CN U032283768 U CNU032283768 U CN U032283768U CN 03228376 U CN03228376 U CN 03228376U CN 2600437 Y CN2600437 Y CN 2600437Y
Authority
CN
China
Prior art keywords
reactor
pump
water inlet
vacuum breaker
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU032283768U
Other languages
Chinese (zh)
Inventor
胡龙兴
刘宇陆
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CNU032283768U priority Critical patent/CN2600437Y/en
Application granted granted Critical
Publication of CN2600437Y publication Critical patent/CN2600437Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • 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

  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model provides an SBBR system, including a reactor, an electric circuit self-control tank, an outer circulation loop, a circulation pump, a water inlet pump and a gas pump, wherein, the electric circuit self-control tank connects to the gas pump, the circulation pump and the water inlet pump by means of electricity; the outer circulation loop connects to a first water inlet and a first water outlet on the reactor; the circulation pump is arranged on the outer circulation loop; the water inlet pump connects to a second water inlet on the reactor by means of the pipes; the gas pump connects to a gas inlet on the reactor by means of pipes. The utility model combines SBR-squencing operation mode and the biomembrane process, which maintains the advantages of general biomembrane process and the characteristics of micro-organisms under the sbr-sequencing operation mode, for example, the physiological adaptation capability of micro-organisms is strong, the species of micro-organisms are diversified and the volume of micro-organisms is large. In addition, the device is characterized in that active micro-organism is difficult to be washed away, the system is resistant against impact and load, the operation is flexible and easy. The utility model is applicable in processing of various waste waters.

Description

The sequencing batch biofilm reactor system
Technical field
The utility model relates to wastewater treatment equipment, relates in particular to the sequencing batch biofilm reactor system that control water pollutes.
Background technology
Sequence batch (be meant one group of behavior act by certain sequence period the mode that repeats.The function mode of sequence batch (is incorporated into technical field of waste water processing, just is meant enter the waste water of system in batches, carries out different processing operations according to the order of sequence, to reach predetermined target.
Activated sludge process is one of main method of biological wastewater treatment, sequencing batch active sludge (SBR method) is the product that the operating mode of sequence batch (combines with activated sludge process, wherein microorganism is the suspension growth state, and the cycle of operation of SBR method was made up of water inlet, reaction, precipitation, draining and idle five stages.Because the operating mode of sequence batch (causes microorganism to have some good characteristics, as: good physiological compatibility and reactive behavior, more anti-environmental impact load etc., the SBR method is used widely.But poor, low as substrate concn, when containing inhibitory substance and refractory organic when the waste water quality of handling, the application of SBR method also can reach capacity.
Biomembrance process is the another kind of important method of biological wastewater treatment, generally operates in the Continuous Flow mode, and microorganism is apposition growth on solid dielectric, and microbial population is very abundant in the microbial film, comprises the microorganism of some slow growths, and biomass is generally bigger.So far, biomembrance process also obtains practical application more widely.But often there are biomembranous obvious layering (top layer and internal layer are in microbial population and quantitative difference) and microorganism phenomenon pockety in reactor in the Continuous Flow membrane-biological membrane reactor system, thereby can have a negative impact reactor performance.
Because the demand of water pollution control is in continuous growth, various waste water need effectively and economic processing, and therefore, people press for and develop more effective waste water disposal facility.
The utility model content
The purpose of this utility model is to provide a kind of sequencing batch biofilm reactor system, and this system has the advantage of sequence batch (operating mode and biomembrance process concurrently, and is rational in infrastructure, simple, and easy to operate and management is stable, reliable.
A kind of sequencing batch biofilm reactor provided by the utility model system, comprise reactor, this reactor contains the fixed bed of being made up of granulated filler, be characterized in, it comprises circuit automatic control case, external circulation line, recycle pump, intake pump and air pump, and wherein: described circuit automatic control case is electrically connected with air pump, recycle pump and intake pump respectively; Described external circulation line is connected reactor first entery and delivery port, and recycle pump is installed on this external circulation line; Described intake pump is by second water inlet of pipe connection at reactor; Described air pump is by the inlet mouth place of pipe connection at reactor.
Above-mentioned sequencing batch biofilm reactor system, it also comprises into water vacuum breaker and circulation vacuum breaker, wherein; This water inlet vacuum breaker is connected intake pump to the connecting tube of reactor; This circulation vacuum breaker is connected recycle pump to the connecting tube of reactor; And the water inlet vacuum breaker also links to each other with described circuit automatic control case respectively with the circulation vacuum breaker.
Above-mentioned sequencing batch biofilm reactor system, wherein, it is the homogeneous solid particulate matter of 2-8mm that the filler in the reactor can be selected diameter for use.
Above-mentioned sequencing batch biofilm reactor system, wherein, the fixed bed in the reactor, promptly the aspect ratio of packing layer post is 3.7.
Owing to adopted above-mentioned technical solution, the operational mode that is about to sequence batch (combines with biomembrance process, the advantage that had both kept general biomembrance process, has the distinctive advantage of microorganism under the sequence batch (operating mode again,, microbial population strong as the microorganism physiological fitness enriches, biomass is big, living microorganism is difficult for running off system's anti impulsion load, flexible operation mode mutability.The utility model reactor assembly is applicable to the processing of various wastewater, as de-carbon, the denitrogenation of municipal effluent, the processing of extraordinary industry or processing wastewater.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Embodiment
As shown in Figure 1, the utility model, it is a kind of sequencing batch biofilm reactor system, comprise reactor 3, this reactor 3 contains fixed bed 10, circuit automatic control case 1, external circulation line 11, recycle pump 4, intake pump 5, air pump 2, water inlet vacuum breaker 8 and the circulation vacuum breaker 9 be made up of granulated filler to be formed.
Circuit automatic control case 1 is electrically connected with air pump 2, recycle pump 4, intake pump 5, water inlet vacuum breaker 8 and circulation vacuum breaker 9 respectively;
External circulation line 11 is connected reactor 3 first entery and delivery ports 31,32, and recycle pump 4 is installed on this external circulation line 11, and circulation vacuum breaker 9 is connected recycle pump 5 to the connecting tube of reactor.
Intake pump 5 is connected to second water-in, 33 places of reactor 3 by the water inlet vacuum breaker 8 on the connecting tube;
Air pump 2 is by inlet mouth 35 places of pipe connection at reactor 3.
Reactor 3 materials are synthetic glass, plastics, glass reinforced plastic, stainless steel or iron and steel etc., and it is even haydite or the plastic grain of 2-8mm that filler wherein can be selected diameter for use, and the aspect ratio of fixed bed 10 (being the packing layer post) is 3.7.
Waste water pumps into reactor 3 bottoms from water leg 7, by the plug-flow effect of water inlet, second water outlet 34 of treated water from reactor 3 is entered to effluent trough 6 then.
The result of experimental study shows: when the aspect ratio of packing layer post less than 3.7 the time, under the abundant round-robin condition of current, the reactor of step of reaction can be seen complete as.
In above-mentioned reactor assembly, produce different master modes by circuit automatic control case, can make sequencing batch biofilm reactor produce the kinds of processes operation scheme.The cycle of operation of system generally is made up of water inlet, reaction and water outlet three phases.Fill phase mainly is that pending waste water is incorporated in the reactor, and the water outlet stage mainly is that the waste water that will handle is discharged reactor, and step of reaction is the process of effects such as microorganism and pollutent generation biochemical reaction.Step of reaction can be deduced as required and is following several main patterns: (1) aerobic reaction; (2) anaerobic reaction; (3) hypoxia response; (4) above-mentioned pattern is by the complex reaction of different order, the combination of different time mark.The outer external circulation line that is provided with of reactor guarantees that step of reaction has good mass transfer situation, and under the effect of water circulating pump, good water circulation has guaranteed the effect of liquid-phase mixing and mass transfer.The dissolved oxygen that aerobic reaction is required can guarantee by the control air demand according to reaction process.
The cycle of operation of the utility model reactor assembly also can be reduced to two stages: (1) water inlet is carried out simultaneously with water outlet, (2) reaction.Carry out the stage simultaneously in water inlet and water outlet, waste water pumps into from reactor bottom, by the plug-flow effect of water inlet, treated water is discharged from reactor then.Experimental result shows: be controlled at below 65% as long as advance the volume displaced rate of (going out) water, the feed water flow speed control is within suitable scope, and water inlet just can not polluted water outlet.The cycle of operation is reduced to two stages, has shortened working time, has improved working efficiency, because of the plug-flow effect draining by water inlet, has save special water-freeing arrangement again, makes structure of reactor simpler.
Because this reactor assembly adopts uniform solid particulate to make filler, packing layer has filteration to waste water during draining, thereby, make reactor have the additional advantage of removal suspended solids (SS).This reactor assembly starts convenient, fast, and carrier biofilm, domestication can be adopted multiple mode.
The utility model has carried out the experimental study of treatment of simulated municipal effluent, its result shows: under 19-25 ℃ temperature, when wastewater pH is 5.0-7.5, COD (chemical oxygen demand (COD)) concentration is 240-1220mg/L, ammonia nitrogen concentration (being approximately equal to total nitrogen concentration) is 28-44mg/L, reaction (aerobic pattern) time is 1 hour, and Inlet and outlet water (the carrying out simultaneously) time is 15 minutes, and the volumetric loading of COD is 1.3-6.4kg/m 3D, the clearance of COD reaches more than 91%, extends to 2 hours when the reaction times, and all the other conditions are constant, and ammonia nitrogen volumetric loading rate is 0.14-0.21kg/m 3D, NH 4 +The clearance of-N, T-N can reach respectively more than 80% and 60%.Especially for reluctant garlic waste water (garlic has the Biostatic effect), adopt the experimental result of the utility model treatment of simulated galenical garlic waste water to show: under 25-27 ℃ temperature, when garlic simulated wastewater pH is 6.2-6.7, COD concentration is 640mg/L, NH 4 +-N concentration is 13mg/L, and Inlet and outlet water (the carrying out simultaneously) time is 14 minutes, and the aerobic reaction time is 136 minutes, and the volumetric loading of COD is 4.5kg/m 3D, the clearance of COD reaches more than 91%, NH 4 +-N clearance reaches more than 36%, and water outlet pH rises to about 7.8.

Claims (4)

1. sequencing batch biofilm reactor system, comprise reactor (3), this reactor (3) contains the fixed bed of being made up of granulated filler (10), it is characterized in that: it comprises circuit automatic control case (1), external circulation line (11), recycle pump (4), intake pump (5) and air pump (2), wherein:
Described circuit automatic control case (1) is electrically connected with air pump (2), recycle pump (4) and intake pump (5) respectively;
Described external circulation line (11) is connected reactor (3) first entery and delivery ports (31,32), and recycle pump (4) is installed on this external circulation line (11);
Described intake pump (5) is located at second water-in (33) of reactor (3) by pipe connection;
Described air pump (2) is located at the inlet mouth (35) of reactor (3) by pipe connection.
2. a kind of sequencing batch biofilm reactor according to claim 1 system, it is characterized in that: it also comprises into water vacuum breaker (8) and circulation vacuum breaker (9), wherein; This water inlet vacuum breaker (8) is connected intake pump (5) to the connecting tube of reactor (3); This circulation vacuum breaker (9) is connected recycle pump (4) to the connecting tube of reactor (3); And water inlet vacuum breaker (8) also links to each other with described circuit automatic control case (1) respectively with circulation vacuum breaker (9).
3. a kind of sequencing batch biofilm reactor according to claim 1 system, it is characterized in that: it is the homogeneous solid particulate matter of 2-8mm that the filler in the described reactor (3) can be selected diameter for use.
4. a kind of sequencing batch biofilm reactor according to claim 1 system, it is characterized in that: the fixed bed (10) in the described reactor (3), promptly the aspect ratio of packing layer post is 3.7.
CNU032283768U 2003-01-22 2003-01-22 Order group type bio-membrane reactor system Expired - Fee Related CN2600437Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU032283768U CN2600437Y (en) 2003-01-22 2003-01-22 Order group type bio-membrane reactor system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU032283768U CN2600437Y (en) 2003-01-22 2003-01-22 Order group type bio-membrane reactor system

Publications (1)

Publication Number Publication Date
CN2600437Y true CN2600437Y (en) 2004-01-21

Family

ID=34164273

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU032283768U Expired - Fee Related CN2600437Y (en) 2003-01-22 2003-01-22 Order group type bio-membrane reactor system

Country Status (1)

Country Link
CN (1) CN2600437Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101817619A (en) * 2010-04-14 2010-09-01 南昌大学 Method for treating piggery wastewater by sequencing batch biofilm reactor
CN101863583A (en) * 2010-04-21 2010-10-20 南昌大学 Technology for treating piggery wastewater by methane tank, biofilm reactor and artificial wetland
CN101863556A (en) * 2010-06-18 2010-10-20 南昌大学 Sequencing batch biofilm reactor for piggery wastewater
CN101955255A (en) * 2010-08-04 2011-01-26 中国海洋大学 Internal recycle sequencing batch type biomembrane wastewater treatment device
CN101993148A (en) * 2010-12-16 2011-03-30 哈尔滨工业大学 Sequencing-batch membrane bioreactor
CN110512902A (en) * 2018-05-21 2019-11-29 上海华业环保有限公司 A kind of environmentally friendly bathroom of A2NJBR jet-loop biomembrane process

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101817619A (en) * 2010-04-14 2010-09-01 南昌大学 Method for treating piggery wastewater by sequencing batch biofilm reactor
CN101863583A (en) * 2010-04-21 2010-10-20 南昌大学 Technology for treating piggery wastewater by methane tank, biofilm reactor and artificial wetland
CN101863556A (en) * 2010-06-18 2010-10-20 南昌大学 Sequencing batch biofilm reactor for piggery wastewater
CN101955255A (en) * 2010-08-04 2011-01-26 中国海洋大学 Internal recycle sequencing batch type biomembrane wastewater treatment device
CN101955255B (en) * 2010-08-04 2012-07-25 中国海洋大学 Internal recycle sequencing batch type biomembrane wastewater treatment device
CN101993148A (en) * 2010-12-16 2011-03-30 哈尔滨工业大学 Sequencing-batch membrane bioreactor
CN101993148B (en) * 2010-12-16 2012-06-06 哈尔滨工业大学 Sequencing-batch membrane bioreactor
CN110512902A (en) * 2018-05-21 2019-11-29 上海华业环保有限公司 A kind of environmentally friendly bathroom of A2NJBR jet-loop biomembrane process
CN110512902B (en) * 2018-05-21 2022-01-28 上海华业环保有限公司 Environment-friendly bathroom adopting A2NJBR jet flow circulating biomembrane process

Similar Documents

Publication Publication Date Title
US6758972B2 (en) Method and system for sustainable treatment of municipal and industrial waste water
CN101891344B (en) Activated sludge-biomembrane combined circulating flow denitrification and desophorization integrated sewage treatment device and method
Rajesh Banu et al. Trends in biological nutrient removal for the treatment of low strength organic wastewaters
CN102153239A (en) Process and system for carrying out high-efficiency denitrification and dephosphorization treatment on urban sewage
CN100344558C (en) Integrated sewage treatment equipment with multi-biomembrane
CN112110615A (en) Upgrading and reforming treatment process and system for urban sewage plant
CN101386445A (en) Water pump-driving baffling internal circulation bioreactor and use method thereof
CN101468850A (en) Intermittent aeration film bioreactor and sewage treatment method using the same
CN2600437Y (en) Order group type bio-membrane reactor system
CN213895523U (en) Processing system is reformed transform to mark of carrying of town sewage factory
CN1258485C (en) Process for treating waste water by aerobic-anaerobic microbic repeated coupling
CN2846409Y (en) Combined multistage waste water treating device by biological film method
CN100417604C (en) Fully biological treatment of wastewater of nitrobenzol or aniline or their mixture
CN102101740B (en) Treatment method of high-concentration organic wastewater in electronic industry
CN202046974U (en) Highly efficient treatment system for denitrification and dephosphorization of urban sewage
CN108569817A (en) A kind of coal chemical industrial waste water biochemical system processing unit
CN1803664A (en) Novel active sludge process with reduced excess sludge
CN217535571U (en) UAD biological fluidized bed denitrification device based on sulfur autotrophy
CN217025668U (en) Sewage treatment system
WO2022264164A1 (en) A system and a process for simultaneous removal of ammoniacal nitrogen and oxidizable carbon (bio-sac) from wastewaters
CN2683639Y (en) Real time control apparatus for sewage denitrogenation process by alternative aerobiotic-anoxic activated sludge process
CN115385526A (en) Urban sewage treatment system and treatment method
CN210974077U (en) Sequencing batch activated sludge process variant equipment applied to small-sized sewage treatment
CN202881063U (en) Bio-pharmaceutical sewage purification system
CN1199882C (en) Urban and industrial waste water integrated transverse flow type fluidized bed treatment method and apparatus thereof

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee