CN200974790Y - Life sewage fluidized bed integral treating apparatus - Google Patents
Life sewage fluidized bed integral treating apparatus Download PDFInfo
- Publication number
- CN200974790Y CN200974790Y CNU2006201215317U CN200620121531U CN200974790Y CN 200974790 Y CN200974790 Y CN 200974790Y CN U2006201215317 U CNU2006201215317 U CN U2006201215317U CN 200620121531 U CN200620121531 U CN 200620121531U CN 200974790 Y CN200974790 Y CN 200974790Y
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- CN
- China
- Prior art keywords
- sewage
- fluidized bed
- water
- integrated device
- domestic sewage
- 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
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Abstract
A tetragonal device is made from carbon steel materials. A water pump and a jet aerator inject the domestic sewage and air into the bottom of the device, and rubber particles fillers are impacted and fluidized. With contact with the microbe growing attachedly on the rubber particle fillers, the organic matters and toxic and harmful substances in the sewage transform into carbon dioxide and water and other innoxious substances. With collision and flocculation, the sludge is hindered when rising and forms into a big sludge particle and settles into a sludge collector, which was drained out by the gravity of a discharge pipe. With the separation of sludge with water, the sewage is transformed into treated water. After sterilized by an ultraviolet lamp, the treated water achieves standard-met discharge. Being fluidized, the rubber particle fillers are separated in the device by a stainless steel screen and have continual chemical interaction with the sewage. After a while, the contact sediment filter materials have to be backwashed.
Description
Technical field the utility model relates to a kind of sewage treatment unit, especially integrated device for treating domestic sewage on fluidized bed.
Background technology is present, and known sanitary sewage disposal has multiple treatment process, and every kind of technology is combined by different processing units, constitutes the treatment scheme of sanitary sewage.Because treatment scheme is long, assembled unit is many, and the devices needed investment is big, and equipment efficiency of usage is low.In sanitary sewage disposal, formant is hazardous and noxious substances and the mud-water separation of removing in the sewage such as organism, discharges after making treating water can reach standard.If can with the removal of hazardous and noxious substances such as organism and mud-water separation unit combination in a device, just can reduce facility investment, reduce cost of sewage disposal.
The summary of the invention the purpose of this utility model provides a kind of sewage treatment unit, integrated device for treating domestic sewage on fluidized bed particularly, by adopting integrated array mode, the unit combination of removing hazardous and noxious substances such as organism in the sanitary sewage and two difference in functionalitys of mud-water separation in a treatment unit, is made an incorporate treatment unit.Sanitary sewage and air are particulate state by water pump and ejector from the bottom of integrated apparatus and eject, and air and sewage thorough mixing are together in the access to plant.Filling waste rubber small-particle filler in device, under the pressure of water pump and ejector, loading material of rubber is the motion constantly in sewage of fluidized-be rubber grain in device, come in contact with sewage, the aerobic microbiological of apposition growth obtains the organism homenergic on the rubber granule filler from sewage, enlarges to keep its existence and population, because reaction is carried out under good oxygen condition, contain dissolved oxygen in the sewage, make biochemical reaction be the aerobic reaction characteristic.Because sewage, rubber granule filler, mud all are fluidized state in device, rise under the promotion of penetrating device at water pump, air is overflowed from device both sides, top, mud and sewage are just crossed the sludge hopper top and are entered the settling region, and sewage becomes treating water after handling by the contact precipitation filtrate, and mud then is obstructed by the contact precipitation filtrate time, can not rise, just forming larger particles in the collision mutually, be settled down in the sludge hopper, discharge by shore pipe gravity; Rubber granule filler is when moving to the sludge hopper upper end, the stainless steel mesh that is installed in place, sludge hopper top has stoped the motion of rubber granule filler, rubber granule filler is under waterpower promotes, still in device, be kept in motion, can not sedimentation can not flow out, can only be in fluidized state in device, constantly come in contact with sewage, the microbial film of apposition growth absorbs organic substance and other hazardous and noxious substances in the sewage constantly on the filler.And treating water enters in the water collecting dike, handles the back bleeder by ultra-violet sterilization, reaches the processing effluent standard.After operation after a while, can accumulate mud in the contact precipitation filtrate, sewage can not pass through smoothly, and water level rises, and reduces processing power and handles quality.When the water level rising reached liquidometer, liquidometer sent signal, started backwashing procedures, carried out back flushing.
The purpose of this utility model is achieved in that the employing carbon steel material, is made into a cubic device.Function in the device is divided into water distribution and cloth gas area, filler fluidization regions, energy dissipating district, mud-water separation district, hydrostatic and sterilizing area.Water pump and ejector enter sanitary sewage and air water distribution and the cloth gas area from bottom of device, air and sewage are turbulent state and enter in bottom of device, impact the rubber granule filler that is seated in advance in the device, rubber granule filler is moved under the promotion of waterpower and air, because after cultivation in early stage and domestication, on the rubber granule filler apposition growth microbial film of microbial enrichment, behind air and sewage access to plant, the part air dissolves becomes dissolved oxygen, for aerobic microbiological provides oxygen source.Sanitary sewage, air and rubber granule filler constantly move in being in contact with one another and impacting, contact microbe on organism in the sewage and the rubber granule filler, and microorganism changes into carbonic acid gas and water with organism.Simultaneously, other hazardous and noxious substances in the sanitary sewage also can obtain the degraded of microorganism, is converted into inorganics or other innoxious substance.After finishing handling procedure, sewage, mud, air, rubber granule filler are under the guiding of sludge hopper, air is overflowed from the top of device both sides, the hole that sewage and mud are crossed the stainless steel mesh of inlaying on the sludge hopper top enters the contact precipitation district, by the contact precipitation filter material layer time, mud rises and is obstructed, collision flocculation each other, form big mud granule and be settled down in the sludge hopper, discharge by shore pipe gravity.Sewage is during through the contact precipitation filtrate, and mud-water separation becomes treating water, and access to plant flows into overflow weir behind the top, and UV-lamp is installed above overflow weir, and treating water is carried out germicidal treatment, discharger then, qualified discharge.Rubber granule filler is then when rising to the sludge hopper top, the stainless steel mesh of being inlayed by the sludge hopper top stops, must not pass through, and waterpower and air always impact rubber grain constantly, make rubber granule filler in device, be fluidized, motion constantly continues with sewage biochemical reaction to take place constantly, removes organic substance and other hazardous and noxious substances in the sewage.After operation after a while, can accumulate mud in the contact precipitation filtrate, sewage can not pass through smoothly, water level rises, and reduces processing power and handles quality, when the water level rising reaches liquidometer, liquidometer sends signal, starts backwashing procedures, carries out back flushing.
Owing to adopt such scheme, sanitary sewage is finished the degraded of organism and other hazardous and noxious substances in fluidized bed integration treatment device, then treating water is separated with mud, finish the whole process of sanitary sewage disposal, make sanitary sewage reach the emission standard discharging after treatment.This integrated device for treating domestic sewage on fluidized bed, rational in infrastructure, economical and practical, adaptability is strong.
Description of drawings further specifies the utility model below in conjunction with drawings and Examples.
Accompanying drawing is 1: 100 a front view of the utility model.
In the accompanying drawing, 1, body 2,13, stainless steel mesh 3, treating water delivery pipe 4, sludge hopper 5,14, baffle plate 6, rubber granule filler 7, shore pipe 8, water inlet pipe 9, liquidometer 10, overflow weir 11, UV-lamp 12, back flushing muddy water delivery pipe 15, contact precipitation filtrate 16, glass-fiber reinforced plastic grille 17, back flushing water pipe
In accompanying drawing embodiment, sewage and air are injected the bottom of the body of making by carbon steel (1) by the supporting ejector of water pump, sanitary sewage and air blast diameter are the rubber granule filler (6) of 1-2mm, the aerobic microbiological of apposition growth is with after sewage contacts on the rubber granule filler, organic substance and other hazardous and noxious substances are by aerobic degradation, be transformed into carbonic acid gas and water, because the souring of waterpower and aeration, microbial film on the filler can come off automatically, mix with the mud in the sanitary sewage, be subjected to the impact of waterpower and air and rubber grain, rise together, under the guiding of sludge hopper (4), air is overflowed from installing two side roof parts, the impact energy of sewage and mud weakens, sewage and mud are crossed the 100 order stainless steel meshs (2 that inlay on sludge hopper (4) top, 13), at baffle plate (5,14) under the obstruction, sewage and mud enter the contact precipitation filtrate (15) by glass-fiber reinforced plastic grille (16) support, mud is stopped and can not rise by filtrate, just collide flocculating settling mutually, enter in the sludge hopper (4), mud is by outside shore pipe (7) the gravity discharger, treating water enters in the overflow weir (10) through contact precipitation filtrate (15), the UV-lamp (11) that is installed in overflow weir top is carried out germicidal treatment to treating water, and treating water is by externally discharging of rising pipe (3).After operation after a while, contact precipitation filtrate (15) has sludge accumulation, handles the water yield and reduces, and water quality begins to descend, and water level rises.When water level reaches liquidometer (9), send signal, start backwashing procedures.When back flushing, close rising pipe (3), open back flushing muddy water delivery pipe (12), open back flushing water-supply pipe (17), contact precipitation filtrate (15) is carried out back flushing, and the muddy water that recoil is come out enters in the overflow weir (10), discharges body (1) by back flushing muddy water delivery pipe (12), enter sewage collecting basin, after promoting, enter in the body and handle again.And rubber granule filler (6) is when rising to the upper end of sludge hopper (4), run into the obstruction of stainless steel mesh (2,13), under the promotion of waterpower, air, rubber granule filler is fluidisation in device, always be kept in motion, constantly participate in biochemical reaction, the processing that makes organic substance in the sewage and other hazardous and noxious substances obtain continuing.
Embodiment adopts carbon steel material, is made into a tetragonal body device.Function in the device is divided into water distribution and cloth gas area, filler fluidization regions, energy dissipating district, mud-water separation district, hydrostatic and sterilizing area.Water pump and ejector are turbulent state with sanitary sewage and air and enter in bottom of device, impact the rubber granule filler that being seated in advance in the device, make rubber granule filler fluidisation under the promotion of waterpower and air.Sanitary sewage, air and rubber granule filler constantly move in being in contact with one another and impacting, contact microbe on organism in the sewage and the rubber granule filler, and microorganism changes into carbonic acid gas and water with organism.Simultaneously, other hazardous and noxious substances in the sanitary sewage also can obtain the degraded of microorganism, is converted into inorganics or other innoxious substance.After finishing handling procedure, sewage, mud, air, rubber granule filler are under the guiding of sludge hopper, air is overflowed from the top of device both sides, the hole that sewage and mud are crossed the stainless steel mesh of inlaying on the sludge hopper top enters the contact precipitation district, by the contact precipitation filter material layer time, mud rises and is obstructed, collision flocculation each other, form big mud granule and be settled down in the sludge hopper, discharge by shore pipe gravity.Sewage is during through the contact precipitation filtrate, and mud-water separation becomes treating water, and access to plant flows into overflow weir behind the top, and UV-lamp is installed above overflow weir, and treating water is carried out germicidal treatment, discharger then, qualified discharge.Rubber granule filler is then when rising to the sludge hopper top, the stainless steel mesh of being inlayed by the sludge hopper top stops, must not pass through, and waterpower and air always impact rubber grain constantly, make rubber granule filler in device, always be fluidized, motion constantly continues to take place biochemical reaction with sewage, removes organic substance and other hazardous and noxious substances in the sewage.After operation after a while, can accumulate mud in the contact precipitation filtrate, sewage can not pass through smoothly, water level rises, and reduces processing power and handles quality, when the water level rising reaches liquidometer, liquidometer sends signal, starts backwashing procedures, carries out back flushing.
Claims (10)
1, a kind of integrated device for treating domestic sewage on fluidized bed, constitute by water distribution and cloth gas area, filler fluidization regions, energy dissipating district, mud-water separation district, hydrostatic and sterilizing area, it is characterized in that stainless steel mesh (2,13), treating water delivery pipe (3), sludge hopper (4), baffle plate (5,14), rubber granule filler (6), shore pipe (7), water inlet pipe (8), liquidometer (9), overflow weir (10), UV-lamp (11), back flushing muddy water delivery pipe (12), contact precipitation filtrate (15), glass-fiber reinforced plastic grille (16), back flushing water pipe (17) place in the body (1).
2, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that sludge hopper (4) upper end guiding sewage and mud and air carry out energy dissipating and the fluidised form that changes sewage and mud.
3, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that being provided with in the inboard of sludge hopper (4) baffle plate (5,14).
4, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that baffle plate (5,14) is located at the device top, carries out mud-water separation from two side directed sewage and mud.
5, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that in baffle plate (5,14) inboard contact precipitation filtrate (1 3) being set.
6, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that installing under the contact precipitation filtrate (15) back flushing water-supply pipe (17).
7, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that back flushing muddy water delivery pipe (12) is installed in the effluent weir (10).
8, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that quartz burner (11) is installed in the top of overflow weir (10).
9, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that liquidometer (9) is installed in the device top.
10, integrated device for treating domestic sewage on fluidized bed according to claim 1 is characterized in that stainless steel mesh (2,13) is embedded in the upper end of sludge hopper (4), and links to each other with baffle plate (5,14) top.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2006201215317U CN200974790Y (en) | 2006-06-23 | 2006-06-23 | Life sewage fluidized bed integral treating apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2006201215317U CN200974790Y (en) | 2006-06-23 | 2006-06-23 | Life sewage fluidized bed integral treating apparatus |
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CN200974790Y true CN200974790Y (en) | 2007-11-14 |
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CNU2006201215317U Expired - Fee Related CN200974790Y (en) | 2006-06-23 | 2006-06-23 | Life sewage fluidized bed integral treating apparatus |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105036430A (en) * | 2015-07-30 | 2015-11-11 | 上海宇海企业发展集团有限公司 | Water purification device |
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2006
- 2006-06-23 CN CNU2006201215317U patent/CN200974790Y/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105036430A (en) * | 2015-07-30 | 2015-11-11 | 上海宇海企业发展集团有限公司 | Water purification device |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071114 |