CN105000758A - Integrated membrane bioreactor - Google Patents

Integrated membrane bioreactor Download PDF

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Publication number
CN105000758A
CN105000758A CN201510459218.8A CN201510459218A CN105000758A CN 105000758 A CN105000758 A CN 105000758A CN 201510459218 A CN201510459218 A CN 201510459218A CN 105000758 A CN105000758 A CN 105000758A
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China
Prior art keywords
membrane
film
sewage
integral type
framework
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Pending
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CN201510459218.8A
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Chinese (zh)
Inventor
孙浩
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Tianjin Hope Environmental Protection Technology Co Ltd
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Tianjin Hope Environmental Protection Technology Co Ltd
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Priority to CN201510459218.8A priority Critical patent/CN105000758A/en
Publication of CN105000758A publication Critical patent/CN105000758A/en
Pending legal-status Critical Current

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Abstract

The invention provides an integrated membrane bioreactor. The integrated membrane bioreactor is characterized in that an acidification tank, a facultative tank and a membrane biology reaction tank are included, and the integrated membrane bioreactor is provided with a sewage inlet which is connected with a grating; sewage enters the acidification tank through the grating, enters the facultative tank through an overflow trough, and overflows a baffle to enter the membrane biology reaction tank; the membrane biology reaction tank comprises a membrane framework, the interior of the membrane framework is provided with multiple tubular membrane assemblies which are arranged sequentially, and the bottom of the membrane framework is provided with an aeration system; the aeration system comprises an air blower, and an air outlet of the air blower is connected with multiple aeration pipes which are arranged at the bottom of the membrane framework; a water suction and drainage system comprises a water suction pump, and the sewage which is filtered through membrane pipes is drained to a recycle tank through a water outlet pipe with the water suction pump. According to the integrated membrane bioreactor, tubular membranes are adopted as filtering membranes, so that the filtering membranes can be prevented from being fractured and damaged; meanwhile, membrane pollution is reduced, cleaning is convenient, and the service life of the membrane pipes is prolonged; in addition, the overall device achieves integrated arrangement, space is saved, and the efficiency is improved.

Description

A kind of integral type film biological reactor
Technical field
The invention belongs to sewage treatment area, relate generally to a kind of integral type film biological reactor.
Background technology
Membrane technique is called " the third time Industrial Revolution " by home and abroad environment industry specialists as 21 century one of the most promising new and high technology.Membrane bioreactor (MBR) technology grows up over nearly 20 years, be widely used in an engineering of wastewater treatment, MBR occupies obvious technical superiority in following active sludge improving technique, can be used for the advanced treatment of municipal wastewater, sanitary wastewater, various trade effluent and micro-polluted raw, and reusing sewage field, market capacity is huge.
MBR system and technique thereof have plurality of advantages, but there is following shortcoming: 1) system oxygen requirement is large, energy consumption is high; 2) film surface easily blocking; 3) membrane module is expensive.Type selecting and the flow scheme design of the power consumption values of MBR system and membrane flux, fouling membrane situation, sludge concentration, aeration rate, system scale, pump all have relation.Therefore in lectotype selection, flow scheme design, membrane module form and mould material selection etc., doing further research and improve, is MBR future thrust.
MBR technical operation control to stablize more flexibly in addition, are the new technologies easily realizing equipmentization in sewage disposal, can realize microcomputer automatic control, thus make operational administrative more convenient.Due to the high efficiency separation effect of film, separating effect is much better than traditional settling tank, and process water outlet is extremely limpid, suspended substance and turbidity are close to zero, bacterium and virus are significantly removed, and effluent quality is better than traditional technology process, and water outlet directly can carry out reuse as non-municipal usage of drinking.Simultaneously, membrane sepn also makes microorganism and macromolecular difficult decomposed substance be dammed in bio-reactor, higher microorganism concn can be maintained in system, not only increase the overall removal efficiency of reaction unit to pollutent, also make not labile material have the longer residence time, ensure that good effluent quality.MBR membrane technique can run under high volumetric loading, low sludge loading, and excess sludge production is low, reduces sludge treatment expense.Can maintain the microbial biomass of high density in bio-reactor, treatment unit volumetric loading is high, and can save second pond, floor space is saved greatly simultaneously; This technical process is simple, compact construction, small accommodation area, do not limit by setting place, be suitable for any occasion, ground type, semi-underground type and underground type can be made.Because microorganism is dammed in bio-reactor completely, thus be conducive to breeding microorganism slowly and retain growth as nitrobacteria, system nitrification efficiency is improved.
Existing membrane bioreactor mainly adopts built-in immersion technique, carrys out the reacted active sludge mud mixture of separating bio, reaches the object of purification of water quality.Submerged hollow fiber membrane, due to cost advantage, occupies most practical application engineering case, is the main application form of membrane module.But in practical engineering application, hollow-fibre membrane also exists several obvious technological deficiency: 1) fiber yarn easily ruptures in vigorous stirring process; 2) cleaning difficulty, generally needs to take out biological reaction tank and cleans specially; 3) because high-bulk-density, making very easily by sludge blockage in reaction tank between fiber yarn, wherein the blocking of membrane module two terminal membrane silk and seal gum joint portion, is modal sludge blockage.After blocking, membrane flux sharply declines, and goes out water unstable, easily causes broken fiber filaments, and improves cleaning difficulty.
Current, fouling membrane mainly adopts the method for physical cleaning and matting to solve, and namely matting is injected in bio-reactor can the pharmaceutical chemicals of dissolved contaminants, but matting will consume pharmaceutical chemicals, can cause secondary pollution again to water.Physical cleaning method then removes pollutent from film to mechanically on the surface, to flow down greatly and flows through face, under the shear action that waterpower is formed face, rinsed by face settling mainly with water at low-voltage high speed.Physical method rinses and is used widely because of its non-secondary pollution.But existing effect of being undertaken rinsing by physical method is undesirable, still there is the problem that membrane flux reduces gradually.Therefore the membrane bioreactor designing the few easy to clean of a kind of efficient pollution seems particularly important.
Summary of the invention
For the problems referred to above, the object of the present invention is to provide a kind of integral type film biological reactor of a kind of economical operation, good sewage processing effect.
The present invention solves the problems of the technologies described above adopted technical scheme:
A kind of integral type film biological reactor, it is characterized in that, comprise acidification pool, oxygen compatibility pool, membrane biological reaction pond, described acidification pool, oxygen compatibility pool and membrane biological reaction pond adopt integral type, be integrally formed formula membrane bioreactor, described oxygen compatibility pool and membrane biological reaction pond are set together by baffle plate, described integral type film biological reactor is provided with wastewater inlet, described wastewater inlet connects grid, sewage enters into acidification pool by grid, macrobead organism in sewage is carried out degraded acidifying and precipitation by described acidification pool, sewage after process enters into oxygen compatibility pool by overflow groove, carry out microbiological deterioration process, overflow across baffle plate and enter into membrane biological reaction pond, described membrane biological reaction pond comprises film framework, the inside of described film framework is provided with some tubular membrane components be arranged in order, rear connection suction water exhaust system is gathered by outlet conduit in the top of tubular membrane component, the bottom of film framework is provided with aerating system, tubular membrane component comprises some evenly distributed film pipes, in the cavity that adjacent two film pipes are formed, multiple flexible friction ball is set, described aerating system comprises gas blower, the air outlet of described gas blower connects some aeration tubes being arranged on film base of frame, the outer wall of described aeration tube arranges multiple solarization air cap, described discharging water system comprises water suction pump, by the suction function of water suction pump, the sewage after filtering through filmed passing tube is discharged by outlet conduit, described outlet conduit connects sterilizing unit, sewage is by sterilization, pond for recovering is entered into by pure water inlet under the effect of water suction pump.
Further, the external diameter of described film pipe is 3-8mm, and the spacing between adjacent two film pipes is 2 ~ 3mm, and the skin of film pipe is fluorinated ethylene propylene, and flexible friction spherical diameter is 1-3mm, and flexible friction ball is the porous ball that polypropylene is fine.
Further, described overflow groove is higher than the liquid level of oxygen compatibility pool.
Further, the upper strata of described oxygen compatibility pool is Aerobic Pond, and lower floor is anaerobic pond.
Further, be provided with access opening above described membrane bioreactor, described access opening is provided with 2 ~ 3.
Further, in described sterilizing unit, sterilizing agent is clorox.
The invention has the advantages that: therefore design a kind of membrane bioreactor, adopt tubular membrane as filtering membrane, filtering membrane fracture distress can be avoided, cause the deterioration of water quality; Filtering membrane spacing is large and fixing, not easily occurs deposition; Filter assemblies structure is simple, and preparation technology is simple; Sewage disposal is simultaneously convenient and simple, and fouling membrane reduces simultaneously, easy to clean, extends the life-span of film pipe; And whole device realizes integrated setting, save space, raise the efficiency.
Accompanying drawing explanation
Fig. 1 is the structural representation of integral type film biological reactor of the present invention.
Wherein:
1. acidification pool 2. oxygen compatibility pool 3. membrane biological reaction pond 4. baffle plate 5. wastewater inlet
6. grid 7. film framework 8. tubular membrane component 9. outlet conduit 10. solarization air cap
11. film pipe 12. friction ball 13. gas blower 14. aeration tube 15. water suction pumps
16. pure water inlet 17. sterilizing unit 18. pond for recovering 19. access openings
Embodiment
Below in conjunction with the drawings and specific embodiments, concrete introduction is done to the present invention.
A kind of integral type film biological reactor, it is characterized in that, comprise acidification pool 1, oxygen compatibility pool 2, membrane biological reaction pond 3, described acidification pool 1, oxygen compatibility pool 2 and membrane biological reaction pond 3 adopt integral type, be integrally formed formula membrane bioreactor, described oxygen compatibility pool 2 is set together by baffle plate 4 with membrane biological reaction pond 3, described integral type film biological reactor is provided with wastewater inlet 5, described wastewater inlet 5 connects grid 6, sewage enters into acidification pool 1 by grid 6, macrobead organism in sewage is carried out degraded acidifying and precipitation by described acidification pool 1, sewage after process enters into oxygen compatibility pool 2 by overflow groove, carry out microbiological deterioration process, overflow across baffle plate 4 and enter into membrane biological reaction pond 3, described membrane biological reaction pond 3 comprises film framework 7, the inside of described film framework 7 is provided with some tubular membrane components 8 be arranged in order, rear connection suction water exhaust system is gathered by outlet conduit 9 in the top of tubular membrane component 8, the bottom of film framework 7 is provided with aerating system, tubular membrane component comprises some evenly distributed film pipes 11, in the cavity that adjacent two film pipes 11 are formed, multiple flexible friction ball 12 is set, described aerating system comprises gas blower 13, the air outlet of described gas blower connects some aeration tubes 14 being arranged on film base of frame, the outer wall of described aeration tube is arranged multiple solarization air cap 10, described discharging water system comprises water suction pump 15, by the suction function of water suction pump 15, the sewage after filtering through filmed passing tube is discharged by outlet conduit 9, described outlet conduit 9 connects sterilizing unit 17, sewage is by sterilization, pond for recovering 18 is entered into by pure water inlet 16 under the effect of water suction pump.
Further, the external diameter of described film pipe is 3-8mm, and the spacing between adjacent two film pipes is 2 ~ 3mm, and the skin of film pipe is fluorinated ethylene propylene, and flexible friction spherical diameter is 1-3mm, and flexible friction ball is the porous ball that polypropylene is fine.
Further, described overflow groove is higher than the liquid level of oxygen compatibility pool.
Further, the upper strata of described oxygen compatibility pool is Aerobic Pond, and lower floor is anaerobic pond.
Further, in described sterilizing unit, sterilizing agent is clorox.
Further, be provided with access opening 19 above described membrane bioreactor, described access opening is provided with 2 ~ 3.
The present invention is not limited to above-mentioned embodiment, and those skilled in the art also can make multiple change accordingly, but to be anyly equal to the present invention or similar change all should be encompassed in the scope of the claims in the present invention.

Claims (6)

1. an integral type film biological reactor, it is characterized in that, comprise acidification pool, oxygen compatibility pool, membrane biological reaction pond, described acidification pool, oxygen compatibility pool and membrane biological reaction pond adopt integral type, be integrally formed formula membrane bioreactor, described oxygen compatibility pool and membrane biological reaction pond are set together by baffle plate, described integral type film biological reactor is provided with wastewater inlet, described wastewater inlet connects grid, sewage enters into acidification pool by grid, macrobead organism in sewage is carried out degraded acidifying and precipitation by described acidification pool, sewage after process enters into oxygen compatibility pool by overflow groove, carry out microbiological deterioration process, overflow across baffle plate and enter into membrane biological reaction pond, described membrane biological reaction pond comprises film framework, the inside of described film framework is provided with some tubular membrane components be arranged in order, rear connection suction water exhaust system is gathered by outlet conduit in the top of tubular membrane component, the bottom of film framework is provided with aerating system, tubular membrane component comprises some evenly distributed film pipes, in the cavity that adjacent two film pipes are formed, multiple flexible friction ball is set, described aerating system comprises gas blower, the air outlet of described gas blower connects some aeration tubes being arranged on film base of frame, the outer wall of described aeration tube arranges multiple solarization air cap, described discharging water system comprises water suction pump, by the suction function of water suction pump, the sewage after filtering through filmed passing tube is discharged by outlet conduit, described outlet conduit connects sterilizing unit, sewage is by sterilization, pond for recovering is entered into by pure water inlet under the effect of water suction pump.
2. a kind of integral type film biological reactor according to claim 1, it is characterized in that, described overflow groove is higher than the liquid level of oxygen compatibility pool.
3. a kind of integral type film biological reactor according to claim 1, it is characterized in that, the upper strata of described oxygen compatibility pool is Aerobic Pond, and lower floor is anaerobic pond.
4. a kind of integral type film biological reactor according to claim 1, is characterized in that, described membrane bioreactor be provided with access opening above, described access opening is provided with 2 ~ 3.
5. a kind of integral type film biological reactor according to claim 1, it is characterized in that, in described sterilizing unit, sterilizing agent is clorox.
6. a kind of integral type film biological reactor according to claim 1, it is characterized in that, the external diameter of described film pipe is 3-8mm, spacing between adjacent two film pipes is 2 ~ 3mm, the skin of film pipe is fluorinated ethylene propylene, and flexible friction spherical diameter is 1-3mm, and flexible friction ball is the porous ball that polypropylene is fine.
CN201510459218.8A 2015-07-30 2015-07-30 Integrated membrane bioreactor Pending CN105000758A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107973499A (en) * 2018-01-16 2018-05-01 陈琪雯 A kind of efficient sewerage processing equipment
CN108264208A (en) * 2016-12-30 2018-07-10 天津市西海环境工程设计有限公司 A kind of sludge organism activation treatment equipment
CN108455803A (en) * 2018-06-23 2018-08-28 安徽拓谷物联科技有限公司 A kind of MBR intelligent integrals sewage disposal device

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101781058A (en) * 2009-11-26 2010-07-21 宇星科技发展(深圳)有限公司 AO-MBR sewage treatment process and device
CN202246328U (en) * 2011-07-25 2012-05-30 天津天一爱拓科技有限公司 Integrated buried equipment for sewage treatment
CN102897896A (en) * 2012-09-29 2013-01-30 北京碧水源膜科技有限公司 Tubular membrane bioreactor
CN203112655U (en) * 2012-12-22 2013-08-07 陕西兰环环境工程集团有限公司 Dispersive MBR (Membrane Bioreactor) water neutralizer
CN103833188A (en) * 2014-03-24 2014-06-04 蒲晓斌 High-suspension easy-to-biochemically treated wastewater treatment method
CN104355489A (en) * 2014-10-31 2015-02-18 四川景星环境科技有限公司 A2/O and MBR (Membrane Biological Reactor) combination modularized sewage treatment system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101781058A (en) * 2009-11-26 2010-07-21 宇星科技发展(深圳)有限公司 AO-MBR sewage treatment process and device
CN202246328U (en) * 2011-07-25 2012-05-30 天津天一爱拓科技有限公司 Integrated buried equipment for sewage treatment
CN102897896A (en) * 2012-09-29 2013-01-30 北京碧水源膜科技有限公司 Tubular membrane bioreactor
CN203112655U (en) * 2012-12-22 2013-08-07 陕西兰环环境工程集团有限公司 Dispersive MBR (Membrane Bioreactor) water neutralizer
CN103833188A (en) * 2014-03-24 2014-06-04 蒲晓斌 High-suspension easy-to-biochemically treated wastewater treatment method
CN104355489A (en) * 2014-10-31 2015-02-18 四川景星环境科技有限公司 A2/O and MBR (Membrane Biological Reactor) combination modularized sewage treatment system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108264208A (en) * 2016-12-30 2018-07-10 天津市西海环境工程设计有限公司 A kind of sludge organism activation treatment equipment
CN107973499A (en) * 2018-01-16 2018-05-01 陈琪雯 A kind of efficient sewerage processing equipment
CN108455803A (en) * 2018-06-23 2018-08-28 安徽拓谷物联科技有限公司 A kind of MBR intelligent integrals sewage disposal device

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