CN203794748U - Integrated rural domestic sewage treatment device - Google Patents
Integrated rural domestic sewage treatment device Download PDFInfo
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- CN203794748U CN203794748U CN201420162403.1U CN201420162403U CN203794748U CN 203794748 U CN203794748 U CN 203794748U CN 201420162403 U CN201420162403 U CN 201420162403U CN 203794748 U CN203794748 U CN 203794748U
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- Prior art keywords
- pool
- outlet
- hydrolysis acidification
- domestic sewage
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Abstract
The utility model relates to an integrated rural domestic sewage treatment device. The treatment device comprises a hydrolysis acidification tank, a contact oxidation tank, a MBR membrane bioreactor and a disinfection tank, wherein the inlet of the hydrolysis acidification tank is used for receiving sewage, the outlet of the hydrolysis acidification tank is connected with the inlet of the contact oxidation tank, the outlet of the contact oxidation tank is connected with the inlet of the MBR membrane bioreactor, the outlet of the MBR membrane bioreactor is connected with the inlet of the disinfection tank and the outlet of the disinfection tank is taken as a water outlet of the treatment device. When domestic sewage is treated by the sewage treatment device, the noise and odor pollutions are low, the cost is low and the treatment device is efficient and flexible and is very suitable for sewage treatment in rural areas.
Description
Technical field
The utility model relates to sewage disposal technology, particularly relates to a kind of domestic sewage in rural areas by using integrated equipment for wastewater treatment.
Background technology
Biomembrance process or the activated sludge processes such as general domestic sewage processing method and the more employing contact oxidation method for the treatment of facility, SBR method, oxidation ditch, cyclic activated sludge system.The sanitary sewage general water yield in Rural areas is less, adopts conventional domestic sewage treatment device to carry out rural domestic sewage treatment, easily cause secondary pollution, and floor space is large, and cost of investment is high, operation trouble.
Utility model content
Main purpose of the present utility model is to overcome the deficiencies in the prior art, provides that a kind of noise and odor pollution are little, cost is low, use is efficient, convenient, domestic sewage in rural areas by using integrated equipment for wastewater treatment flexibly.
For achieving the above object, the utility model is by the following technical solutions:
A kind of domestic sewage in rural areas by using integrated equipment for wastewater treatment, comprise hydrolysis acidification pool, contact-oxidation pool, MBR membrane bioreactor and sterilization pool, the entrance of described hydrolysis acidification pool receives sewage, the outlet of described hydrolysis acidification pool connects the entrance of described contact-oxidation pool, the outlet of described contact-oxidation pool connects the entrance of described MBR membrane bioreactor, the outlet of described MBR membrane bioreactor connects the entrance of described sterilization pool, and the outlet of described sterilization pool is as the water outlet of described equipment.
Preferably,
Described integrated equipment for wastewater treatment also comprises the sludge reflux system being arranged between described contact-oxidation pool and described hydrolysis acidification pool.Mud in described contact-oxidation pool sends back in described hydrolysis acidification pool via described sludge reflux system.
In described hydrolysis acidification pool, be provided with perforated pipe water distributor and water distributing pipe arm, the water outlet of perforated pipe water distributor and water distributing pipe arm is apart from 150mm-200mm at the bottom of pond.
The total height of described contact-oxidation pool is 2.5-3 rice, and the height of packing layer is 1.5 meters, and the depth of water on filler is 0.4 meter, and the superelevation of pond body is 0.3 meter, and filler volumetric loading is 1500gBOD
5/ m
3d.
Described sterilization pool is ultraviolet disinfection pond.
Useful technique effect of the present utility model:
In the utility model, pass through to adopt hydrolysis acidification pool, contact-oxidation pool, MBR film, sterilization pool, form integrated domestic sewage treatment device, foul smell is difficult for excessive, sound is little, effectively avoid causing the secondary pollutions such as noise, foul smell, final product is nitrogen, carbonic acid gas and water, the one-level B standard that can reach completely in urban wastewater treatment firm pollutant emission standard is interior and stable, and its cost is low, daily operation management expense is low, except basic charge as per installed capacity, does not need other expenditure, operation management is convenient, and easy-to-operate is reliable.The transportation of this integration apparatus is flexibly mobile, can second stage employ, and whole system is conducive to realize Automatic Control.In a word, the utility model is adapted to the little feature of sanitary sewage amount in China rural area very much.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of embodiment of the utility model domestic sewage in rural areas by using integrated equipment for wastewater treatment.
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is elaborated.Should be emphasized that, following explanation is only exemplary, rather than in order to limit scope of the present utility model and application thereof.
Consult Fig. 1, according to embodiment of the present utility model, domestic sewage in rural areas by using integrated equipment for wastewater treatment comprises hydrolysis acidification pool, contact-oxidation pool, MBR membrane bioreactor and sterilization pool, the entrance of hydrolysis acidification pool is connected to septic tank, septic tank receives the sewage from sewage discharge point, the sewage of septic tank output is delivered to hydrolysis acidification pool through mechanical filter screen, the outlet of hydrolysis acidification pool connects the entrance of contact-oxidation pool, the outlet of contact-oxidation pool connects the entrance of MBR membrane bioreactor, the outlet of MBR membrane bioreactor connects the entrance of sterilization pool, the outlet of sterilization pool is as the water outlet of equipment.Wherein, from septic tank out sanitary sewage first after mechanical strainer filtering, with pump, pump into the hydrolysis acidification pool acidification that is hydrolyzed, then flow to contact-oxidation pool and carry out aerobic treatment, water after finishing dealing with flows to MBR membrane bioreactor again and processes, and finally enters sterilization pool disinfection.
Sanitary sewage is collected into after septic tank by each sewage point, can effectively destroy the larger molecular organics in waste water, obviously improves the biochemical property of water.Entering before hydrolysis acidification pool carries out biochemical treatment, mechanical filter screen can be tackled larger suspended substance and foreign material.
In hydrolysis acidification pool, by biological bacteria effect, the larger molecular organics in sewage obtains clearing up to a certain extent, becomes the micromolecular organism that acid, alcohol etc. are conducive to the aerobic treatment of back segment.It is a kind of technique between aerobic and anaerobic treatment that acidication is processed, and can reduce processing cost and improve processing efficiency.Hydrolysis acidification pool is different from the hydrolysis acid-producing bacteria speed of growth according to methanogen, anaerobic treatment is controlled to the first and second stages of shorter anaerobic treatment of reaction times, under a large amount of hydrolytic bacterias, the effect of acidifying bacterium, by insoluble hydrolysis of organic matter, be dissolved organic matter, the macromolecular substance of difficult for biological degradation is converted into the process of the small-molecule substance of readily biodegradable, thereby improve the biodegradability of waste water, for subsequent disposal is established good basis.
Preferably, adopt perforated pipe water distributor, water distributing pipe arm in hydrolysis acidification pool, water outlet is apart from 150mm-200mm at the bottom of pond.Controlling hydraulic detention time is 5 hours, controls current lift velocity 0.5-0.8m/h.
Hydrolysis acidification pool water outlet can be flow automatically and be entered contact-oxidation pool.Bio-contact oxidation is that waste water aerobic is processed, the further oxygenolysis of micromolecular organism that it produces acidication by being attached to filling surface microorganism, thereby removal organism, bio-contact oxidation is also fine on the tolerance of the impact of the impact load in system simultaneously, and the water quality of processing like this water outlet will keep stable.
In contact-oxidation pool, adopt fixed type biological filler as microorganism carrier, growth has microorganism carrier to be submerged in water, and aerating system is the microorganism oxygen supply in reactor.Because microorganism fixed growth in catalytic oxidation is on biologic packing material, overcome suspension active sludge and be easy to the shortcoming running off, in reactor, can keep very high biomass.It is high that catalytic oxidation has volumetric loading, and the residence time is short, and organic matter removal is effective, and operational management is simple, and the little grade of floor space a little.Preferably, in contact-oxidation pool, filler volumetric loading is pressed 1500gBOD
5/ m
3d, 1.5 meters of bed stuffing heights, 0.4 meter of filler headwater depth, the superelevation of pond body (pond body exceeds the height of the highest permission liquid level) is 0.3 meter, contact-oxidation pool total height is controlled at 2.5-3 rice.Above-mentioned design can obtain good catalytic oxidation effect when obtaining higher processing speed.In addition, be 3h preferred effectively duration of contact, and gas-water ratio is 16:1.
Preferably, contact-oxidation pool connects hydrolysis acidification pool by sludge reflux system, and contact-oxidation pool water outlet part sludge reflux, to hydrolysis acidification pool, to guarantee hydrolysis acidification pool activated sludge concentration, and improves processing efficiency.Preferred reflux ratio is 1-2:1.
The water outlet of biological contact oxidation pond enters MBR membrane bioreactor, in MBR membrane bioreactor, keep high reactivity sludge concentration, can improve biological treatment organic loading, thereby reduce sewage treatment facility floor space, and by keeping low sludge loading to reduce surplus sludge volume.MBR membrane bioreactor mainly utilizes active sludge and the larger molecular organics in the membrane separation plant entrapping tank of being immersed in aerobe pond.Active sludge in MBR membrane bioreactor system (MLSS) concentration can be promoted to 8000~10,000mg/L, even higher; Sludge age (SRT) can extend to more than 30 days.MBR membrane bioreactor, because of its effective crown_interception, can retain longer microorganism of generation cycle, can realize deep purification of waste water, and Simultaneous Nitrification bacterium can fully breed in system, and its nitrification effect is obvious, and to deep phosphorous removal, denitrogenation provides possibility.
Water outlet flows into sterilization pool, qualified discharge after sterilization, also can reuse as flushed the toilet, greening etc.
Above content is in conjunction with concrete preferred implementation further detailed description of the utility model, can not assert that concrete enforcement of the present utility model is confined to these explanations.For the utility model person of an ordinary skill in the technical field, without departing from the concept of the premise utility, can also make some simple deduction or replace, all should be considered as belonging to protection domain of the present utility model.
Claims (5)
1. a domestic sewage in rural areas by using integrated equipment for wastewater treatment, it is characterized in that, comprise hydrolysis acidification pool, contact-oxidation pool, MBR membrane bioreactor and sterilization pool, the entrance of described hydrolysis acidification pool receives sewage, the outlet of described hydrolysis acidification pool connects the entrance of described contact-oxidation pool, the outlet of described contact-oxidation pool connects the entrance of described MBR membrane bioreactor, the outlet of described MBR membrane bioreactor connects the entrance of described sterilization pool, and the outlet of described sterilization pool is as the water outlet of described equipment.
2. domestic sewage in rural areas by using integrated equipment for wastewater treatment as claimed in claim 1, is characterized in that, also comprises the sludge reflux system being arranged between described contact-oxidation pool and described hydrolysis acidification pool.
3. domestic sewage in rural areas by using integrated equipment for wastewater treatment as claimed in claim 1 or 2, it is characterized in that, in described hydrolysis acidification pool, be provided with perforated pipe water distributor and water distributing pipe arm, the water outlet of described perforated pipe water distributor and described water distributing pipe arm is apart from 150mm-200mm at the bottom of pond.
4. domestic sewage in rural areas by using integrated equipment for wastewater treatment as claimed in claim 1 or 2, is characterized in that, the total height of described contact-oxidation pool is 2.5-3 rice, wherein the height of packing layer is 1.5 meters, the depth of water on filler is 0.4 meter, and the superelevation of pond body is 0.3 meter, and filler volumetric loading is 1500gBOD
5/ m
3d.
5. domestic sewage in rural areas by using integrated equipment for wastewater treatment as claimed in claim 1 or 2, is characterized in that, described sterilization pool is ultraviolet disinfection pond.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420162403.1U CN203794748U (en) | 2014-04-03 | 2014-04-03 | Integrated rural domestic sewage treatment device |
Applications Claiming Priority (1)
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CN201420162403.1U CN203794748U (en) | 2014-04-03 | 2014-04-03 | Integrated rural domestic sewage treatment device |
Publications (1)
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CN203794748U true CN203794748U (en) | 2014-08-27 |
Family
ID=51376981
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CN201420162403.1U Expired - Fee Related CN203794748U (en) | 2014-04-03 | 2014-04-03 | Integrated rural domestic sewage treatment device |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103880252A (en) * | 2014-04-03 | 2014-06-25 | 深圳市百斯特环保工程有限公司 | Integrated treatment equipment of rural domestic waste |
CN105417843A (en) * | 2015-11-13 | 2016-03-23 | 北京金泽环境能源技术研究有限公司 | Treatment method achieving zero release of leachate in municipal domestic garbage incineration plant |
-
2014
- 2014-04-03 CN CN201420162403.1U patent/CN203794748U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103880252A (en) * | 2014-04-03 | 2014-06-25 | 深圳市百斯特环保工程有限公司 | Integrated treatment equipment of rural domestic waste |
CN103880252B (en) * | 2014-04-03 | 2015-06-03 | 深圳市百斯特环保工程有限公司 | Integrated treatment equipment of rural domestic waste |
CN105417843A (en) * | 2015-11-13 | 2016-03-23 | 北京金泽环境能源技术研究有限公司 | Treatment method achieving zero release of leachate in municipal domestic garbage incineration plant |
CN105417843B (en) * | 2015-11-13 | 2016-11-09 | 北京金泽环境能源技术研究有限公司 | A kind of processing method of Municipal Solid Waste Incineration Plant Leachate site zero-emission |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140827 Termination date: 20190403 |