CN201952272U - Floating type fluidized bed bioreactor with filter layer - Google Patents
Floating type fluidized bed bioreactor with filter layer Download PDFInfo
- Publication number
- CN201952272U CN201952272U CN2011200229239U CN201120022923U CN201952272U CN 201952272 U CN201952272 U CN 201952272U CN 2011200229239 U CN2011200229239 U CN 2011200229239U CN 201120022923 U CN201120022923 U CN 201120022923U CN 201952272 U CN201952272 U CN 201952272U
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- China
- Prior art keywords
- filler
- water
- fluidized bed
- filter plate
- foam ball
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- 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
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a floating type fluidized bed bioreactor with a filter layer. The shell of the bioreactor is a cylindrical or square structure with a cavity, wherein the lower end of the cavity is provided with a water distribution device; plastic foam ball filler or plastic ring filler is filled between a filter plate in the shell of the bioreactor and the water distribution device; the particle size of the plastic ring filler is 8-16mm and the filling height of the plastic ring filler positioned at the upper end of the water distribution device and the lower end of the plastic foam ball filler is 2-3mm; and the particle size of the plastic foam ball filler is 2-5mm and the filling height of the plastic foam ball filler positioned at the lower end of the filter plate and the upper end of the plastic ring filler is 0.8-1.2m. The porosity of the plastic ring filler is very high, the flowing resistance of water and gas is greatly reduced, the frequency of back washing is lowered, the dirt holding capacity of the fluidized bed is improved, the periodic operation time of the fluidized bed is prolonged, the compact piling of the small particles at the upper layer has an excellent filtering function on the treated sewage, and therefore double treatment effects are obtained.
Description
Technical field
The utility model relates to the fluidized bed bio reactor, particularly a kind of a kind of floating band filtering layer fluidized bed bio reactor of going up to the low-concentration organic sewage disposal.
Background technology
Fluidized-bed is a technology that is used for chemical field, since the initial stage seventies, some countries at first are applied to the biological sewage treatment field with this technology, biological fluidized bed is a kind of water technology efficiently, and it is a kind of biomembrance process water technology of purifying waste water by means of the microbial film that is grown on the suspended particle carrier surface.Carrier is in fluidized state in biological fluidized bed, sewage from its underpart, left and right side flows through, extensively and frequently contact with microbial film repeatedly, again because carrier granule is little of bed internal ratio comparatively dense, mutual frictional impact, therefore, biomembranous activity is also higher, strengthened mass transfer process, thereby made sewage by being purified with contacting of carrier biofilm.
Existing similar water treatment device all adopt the light plastic ball of 2-3MM diameter do filtrate last floating aeration biological filter device, because filtering layer is thicker, pile up closely, though low-concentration organic waste water is had reasonable treatment effect, but the resistance to flow of water and gas is big, watt consumption height, the waste water higher to COD concentration, block easily, back flushing is frequent.
The utility model content
The purpose of this utility model is to overcome the problem that prior art exists, and provides a kind of difficult obstruction, the last floating band filtering layer fluidized bed bio reactor that watt consumption is low, effluent quality is good.
The utility model purpose is achieved through the following technical solutions:
Last floating band filtering layer fluidized bed bio reactor comprises reactor shell, water inlet pipe, intake pump, water-distributing device, gas blower, filter, filter plate, effluent weir, water outlet, aeration valve and back flushing outlet valve; Reactor shell is columnar structure or the square structure that has cavity, and the lower end of cavity is provided with water-distributing device, and the upper end of cavity is provided with filter plate, and filter is arranged on the filter plate, and the upper end of filter plate is provided with effluent weir, and effluent weir is connected with water outlet; The water-distributing device lower end is a hollow structure to the reactor shell bottom, and water inlet pipe is connected with intake pump, and intake pump inserts this hollow structure by pipeline; To this hollow structure, the pipeline that connects the gas blower hollow structure is provided with the aeration valve to gas blower by pipe connection; This hollow structure bottom also is provided with the back flushing outlet valve; Filter plate is to filled plastics foam ball filler between the water-distributing device and plastic hoop filler in the reactor shell; Wherein, the plastic hoop packing material size is 8-15mm, is positioned at the water-distributing device upper end, the lower end of plastic hoop filler, and the packing height of plastic hoop filler is 2-3m; The particle diameter of plastic foam ball filler is 2-5mm, is positioned at the filter plate lower end, the upper end of plastic hoop filler, and the packing height of plastic foam ball filler is 0.8-1.2m.
For further realizing the purpose of this utility model, the packing height of described plastic foam ball filler is preferably 1m.
The density of described plastic hoop filler is preferably 0.8-0.9g/cm
3
The density of described plastic foam ball filler is preferably 0.02-0.05g/cm
3
The utility model has following advantage with respect to prior art:
(1) employing size in the utility model top is 2-5mm, density be the plastic foam ball filler of 0.02-0.05g/cm3 as carrier, can increase the specific surface area of filtrate, increase amount attached to the microorganism on the carrier, filtration simultaneously guarantees effluent quality.
(2) the plastic hoop filler is adopted in the utility model bottom, its voidage is very high, greatly reduce the resistance to flow of water and gas, simultaneously, because the voidage height, the dirt-carrying amount is big, also be difficult for blocking,, thereby reduced the frequency of back flushing owing to the antiblocking ability strengthens greatly, also can improve the water environment capacity of fluidized-bed, prolong the periodic duty time of fluidized-bed.Greatly reduce and only use the high shortcoming of upflowing BAF air water resistance to flow now, can reduce the processing energy consumption of waste water.
(3) device of the present utility model can be handled the higher organic waste water of COD concentration of waste water.
Description of drawings
Fig. 1 is last floating band filtering layer fluidized bed bio structure of reactor synoptic diagram.
Embodiment
The utility model is described in more detail below in conjunction with accompanying drawing, but the claimed scope of the utility model is not limited to the scope of embodiment statement.
As shown in Figure 1, last floating band filtering layer fluidized bed bio reactor comprises reactor shell, water inlet pipe 1, intake pump 2, water-distributing device 3, gas blower 4, filter 5, filter plate 6, effluent weir 7, water outlet 8, aeration valve 9, back flushing outlet valve 10, plastic hoop filler 11 and plastic foam ball filler 12.Reactor shell is columnar structure or the square structure that has cavity, and the lower end of cavity is provided with water-distributing device 3, and the upper end of cavity is provided with filter plate 6, and filter 5 is arranged on the filter plate 6, and the upper end of filter plate 6 is provided with effluent weir 7, and effluent weir 7 is connected with water outlet 8; Water-distributing device 3 lower ends are hollow structure to the reactor shell bottom, and water inlet pipe 1 is connected with intake pump 2, and intake pump 2 inserts this hollow structure by pipeline; To this hollow structure, the pipeline that connects gas blower 4 and hollow structure is provided with aeration valve 9 to gas blower 4 by pipe connection; This hollow structure bottom also is provided with back flushing outlet valve 10; Filter plate 6 is to filled plastics foam ball filler 11 and plastic hoop filler 12 between the water-distributing device 3 in the reactor shell; Wherein, plastic hoop filler 12 particle diameters are 8-15mm, and density is 0.8-0.9g/cm
3, be positioned at water-distributing device 3 upper ends, the lower end of plastic hoop filler 11, the packing height of plastic hoop filler 12 is 2-3m; The particle diameter of plastic foam ball filler 11 is 2-5mm, and density is 0.02-0.05g/cm
3, be positioned at filter plate 6 lower ends, the upper end of plastic hoop filler 12, the packing height of plastic foam ball filler 11 is 0.8-1.2m, the packing height of plastic foam ball filler 11 is preferably 1m.
Because the voidage of plastic hoop filler 12 is very high, greatly reduce the resistance to flow of water and gas, simultaneously, because the voidage height, the dirt-carrying amount is big, also is difficult for blocking, reduce the frequency of back flushing, can improve the water environment capacity of fluidized-bed, prolonged the periodic duty time of fluidized-bed.The plastic foam ball filler 11 on upper strata also can play good filtration and further biochemical treatment effect, can increase the specific surface area of filtrate, increases the amount attached to the microorganism on the carrier, and filtration simultaneously guarantees effluent quality.Particularly, the utility model top has short grained filtering layer, has increased the specific surface area of filler on the one hand, improve biochemical reaction intensity, on the other hand, because short grained tightly packed effect, sewage to handling plays good filteration, thereby has dual treatment effect.
The described floating fluidized-bed reactor of going up need not be established the demoulding device in addition, can directly keep biomembranous activity with back flushing.The process of back flushing: aeration valve 9 standard-sized sheets, air purge are after for some time, and aeration valve 9 apertures are transferred to the aperture of normal aeration, open back flushing outlet valve 10, add clear water from the reactor top and wash by the mode of flow by gravity.
Claims (4)
1. go up floating band filtering layer fluidized bed bio reactor, comprise reactor shell, water inlet pipe, intake pump, water-distributing device, gas blower, filter, filter plate, effluent weir, water outlet, aeration valve and back flushing outlet valve; Reactor shell is columnar structure or the square structure that has cavity, and the lower end of cavity is provided with water-distributing device, and the upper end of cavity is provided with filter plate, and filter is arranged on the filter plate, and the upper end of filter plate is provided with effluent weir, and effluent weir is connected with water outlet; The water-distributing device lower end is a hollow structure to the reactor shell bottom, and water inlet pipe is connected with intake pump, and intake pump inserts this hollow structure by pipeline; To this hollow structure, the pipeline that connects the gas blower hollow structure is provided with the aeration valve to gas blower by pipe connection; This hollow structure bottom also is provided with the back flushing outlet valve; It is characterized in that filter plate is to filled plastics foam ball filler between the water-distributing device and plastic hoop filler in the reactor shell; Wherein, the plastic hoop packing material size is 8-15mm, is positioned at the water-distributing device upper end, the lower end of plastic hoop filler, and the packing height of plastic hoop filler is 2-3m; The particle diameter of plastic foam ball filler is 2-5mm, is positioned at the filter plate lower end, the upper end of plastic hoop filler, and the packing height of plastic foam ball filler is 0.8-1.2m.
2. the floating band filtering layer fluidized bed bio reactor of going up according to claim 1, it is characterized in that: the packing height of described plastic foam ball filler is 1m.
3. the floating band filtering layer fluidized bed bio reactor of going up according to claim 1, it is characterized in that: the density of described plastic hoop filler is 0.8-0.9g/cm
3
4. the floating band filtering layer fluidized bed bio reactor of going up according to claim 1, it is characterized in that: the density of described plastic foam ball filler is 0.02-0.05g/cm
3
。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200229239U CN201952272U (en) | 2011-01-21 | 2011-01-21 | Floating type fluidized bed bioreactor with filter layer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200229239U CN201952272U (en) | 2011-01-21 | 2011-01-21 | Floating type fluidized bed bioreactor with filter layer |
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Publication Number | Publication Date |
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CN201952272U true CN201952272U (en) | 2011-08-31 |
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CN2011200229239U Expired - Fee Related CN201952272U (en) | 2011-01-21 | 2011-01-21 | Floating type fluidized bed bioreactor with filter layer |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106577459A (en) * | 2016-12-09 | 2017-04-26 | 武汉长江仪器自动化研究所有限公司 | Intelligent processing system for circulating water for fish culture |
CN113087150A (en) * | 2021-04-25 | 2021-07-09 | 浙江工业大学 | Sewage treatment method and device using plastic shavings as filler |
CN115869704A (en) * | 2022-11-25 | 2023-03-31 | 重庆大学 | Filtering device and method for sewage treatment |
-
2011
- 2011-01-21 CN CN2011200229239U patent/CN201952272U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106577459A (en) * | 2016-12-09 | 2017-04-26 | 武汉长江仪器自动化研究所有限公司 | Intelligent processing system for circulating water for fish culture |
CN113087150A (en) * | 2021-04-25 | 2021-07-09 | 浙江工业大学 | Sewage treatment method and device using plastic shavings as filler |
CN115869704A (en) * | 2022-11-25 | 2023-03-31 | 重庆大学 | Filtering device and method for sewage treatment |
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Legal Events
Date | Code | Title | Description |
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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: 20110831 Termination date: 20140121 |