CN205328700U - Anaerobic reactor that promote sludge particle ization is organized with awl - Google Patents
Anaerobic reactor that promote sludge particle ization is organized with awl Download PDFInfo
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- CN205328700U CN205328700U CN201520952511.3U CN201520952511U CN205328700U CN 205328700 U CN205328700 U CN 205328700U CN 201520952511 U CN201520952511 U CN 201520952511U CN 205328700 U CN205328700 U CN 205328700U
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Abstract
The utility model relates to an anaerobic reactor that promote sludge particle ization is organized with awl, its characterized in that: including water inlet, water distribution device, reaction zone, one or more awl group and awl group mount pack and the filler mount, the settling zone, and the delivery port, the gas vent, the liquid mouth is got in the backward flow, returns the influent mouth, flocculation charge device, pump, valve. Wherein, water inlet and water distribution unit bit in reactor bottom utilizes the fixed a set of or multiunit awl group of awl group mount in the vertical orientation of reactor, and the backward flow is got the liquid mouth and is lain in packing layer lower part suspension sludge blanket, and have flocculation's material and phegma that flocculation charge device added get into the reactor behind pipe -line blending. The beneficial effects of the utility model are that: the little flco mud and free little biological particle ization of superposed layer can be promoted in succession, the reactor activated sludge volume is improved.
Description
Technical field
This utility model relates to field of environment engineering, particularly relates to a kind of cone group and promotes the anaerobic reactor of granular sludge。
Background technology
In traditional up-flow anaerobic reactor; the hydraulic action produced due to bottom water inlet is limited; granule sludge district and suspended sludge area can be divided in reactor; many little flcos and scattered microorganism are arranged at top, suspended sludge area; owing to sludge retention device capability is limited; these little flcos and dispersion microorganism are run off, and granular sludge is the important means alleviating this phenomenon。Granulating refers to that the microorganism in biological treatment is under suitable environmental condition, is mutually gathered into that a kind of density is relatively big, volume is relatively big, activity microbial aggregate preferably。Therefore, the existence of granule sludge can keep high sludge concentration, improves volumetric loading and the impact resistance of system。
The formation of granule sludge needs the transmission of momentum and quality, and wherein momentum is mainly provided by the hydraulic action in reactor, it is possible to promotes the quality transmission between mud, the contact-impact probability between mud namely can be made to increase, and assemble。At present, in anaerobic reactor, hydraulic action is provided by upflow velocity of intaking, and the rising of upflow velocity makes mud utilization rate increase, and the structure of granule sludge is more closely knit, particle diameter is less, biological activity is better, but mud producing erosion damage effect, the number of dropouts of mud is greatly increased。
Summary of the invention
For providing suitable hydraulic action to promote granular sludge, this utility model provides a kind of cone group to promote the anaerobic reactor of granular sludge。
Technical solutions of the utility model are as follows: a kind of cone group promotes the anaerobic reactor of granular sludge, including water inlet, water-distributing device; reaction zone, one or more cone groups and cone group fixed mount, filler and filler fixed mount; settling zone; outlet, air vent, reflux liquid taking port; backflow liquid inlet; flocculation chemicals dosing plant, pump, valve。Wherein, water inlet and water-distributing device are positioned at reactor bottom, the vertical direction of reactor utilize cone group fixed mount fix one or more groups cone group, backflow liquid taking port is positioned at packing layer bottom suspended sludge layer, and what flocculation chemicals dosing plant added has the material of flocculation and backflow to enter reactor after pipe-line blending。
Each cone group is by concentric and parallel, and adjacent spacing is the cone bucket composition of 100-200mm, and outermost layer cone bucket is 100-200mm with wall of reactor minimum spacing。
When there being multiple backflow liquid inlet on reactor differing heights, the liquid measure that passes back into of each backflow liquid inlet can be different, and to flow back into reactor from tangential direction, form level rotary flow in reactor。
The material having flocculation can be inorganic salts flocculant, natural or synthesis organic polymer flocculant, microbial flocculant, one or more of activated sludge。
The beneficial effects of the utility model are in that: the little floc sludge of superposed layer and dispersion microorganism are refluxed, and assemble under the material effect having flocculation;Tangent line flows back into the eddy flow that water produces makes the waterpower mixing condition in reactor strengthen, and enables loose sludge structure to be compressed on the conical surface, consolidation, has promoted superposed layer granular sludge;Little floc sludge and the free microorganism granulating of superposed layer can be promoted continuously, improve active mud content in reactor。
Accompanying drawing explanation
Accompanying drawing 1: cone group promotes the anaerobic reactor of granular sludge。
Accompanying drawing 2: cone group top view。
Accompanying drawing 3: tangent line water inlet top view。
In figure: 1. water inlet, 2. water-distributing device, 3. reaction zone, 4. cone group fixed mount, 5. cone group, 6. wall of reactor, 7. filler fixed mount, 8. filler, 9. settling zone, 10. outlet, 11. air vents, 12. backflow liquid taking ports, 13. medicine system, 14. reflux pumps, 15. dosing pumps, 16. valve, 17. backflow liquid inlets。
Detailed description of the invention
Below in conjunction with accompanying drawing and example, the invention will be further described, but content of the present utility model is not limited to this。
The basic thought of the present invention is; backflow is added with the material of flocculation; the gathering of the promotion little floc sludge in backflow superposed layer top and dispersion microorganism, utilizes the eddy flow of tangent line water inlet generation and the interaction of cone group to strengthen mud dimeric structure, accelerates the granulating of mud。
Example 1: adopt the device shown in accompanying drawing 1 to promote granular sludge。
In the wall of reactor 6 of reaction zone 3 correspondence, cone group fixed mount 4 and filler fixed mount 7 are installed, it is respectively used to fixed cone group 5 and filler 8, in plant running process, the suspended sludge layer of packing layer bottom is constantly refluxed pump 14 in backflow liquid taking port 12 and extracts out, reactor is entered through backflow liquid inlet 17 tangent line, eddy flow is produced in reactor, under the interaction of eddy flow and cone group 5, increase the mud flco in reactor, contact-impact between loose granule sludge and free microorganism, and flocculate further and closely knit after rolling compression on the conical surface, thus promoting granular sludge。Wherein, the capacity of returns of each height is controlled by reflux pump 14 and valve 16, thus the swirl strength controlled in reactor。For further speeding up granulating, chemicals dosing plant 13 can be set, add entrance reactor after medicament mixes with backflow to reflux line by dosing pump 15, accelerate the granulating of mud。
Claims (4)
1. the anaerobic reactor promoting granular sludge by cone group, it is characterized in that: include water inlet, water-distributing device, reaction zone, one or more cone groups and cone group fixed mount, backflow liquid inlet, backflow liquid taking port, filler and filler fixed mount, settling zone, outlet, air vent, flocculation chemicals dosing plant, pump, valve, wherein, water inlet and water-distributing device are positioned at reactor bottom, the vertical direction of reactor utilize cone group fixed mount fix one or more groups cone group, backflow liquid taking port is positioned at packing layer bottom suspended sludge layer, what flocculation chemicals dosing plant added has the material of flocculation to enter reactor through the backflow liquid inlet of differing heights with backflow after pipe-line blending。
2. a kind of cone group according to claim 1 promotes the anaerobic reactor of granular sludge; it is characterized in that: each cone group is by concentric and parallel; adjacent spacing is the cone bucket composition of 100-200mm, and outermost layer cone bucket is 100-200mm with wall of reactor minimum spacing。
3. a kind of cone group according to claim 1 promotes the anaerobic reactor of granular sludge; it is characterized in that: when there being multiple backflow liquid inlet on reactor differing heights; each backflow liquid inlet pass back into liquid measure difference; and to flow back into reactor from tangential direction, in reactor, form level rotary flow。
4. a kind of cone group according to claim 1 promotes the anaerobic reactor of granular sludge; it is characterized in that: the material having flocculation is inorganic salts flocculant; natural or synthesis organic polymer flocculant, microbial flocculant, one or more of activated sludge。
Priority Applications (1)
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CN201520952511.3U CN205328700U (en) | 2015-11-26 | 2015-11-26 | Anaerobic reactor that promote sludge particle ization is organized with awl |
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CN201520952511.3U CN205328700U (en) | 2015-11-26 | 2015-11-26 | Anaerobic reactor that promote sludge particle ization is organized with awl |
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CN201520952511.3U Expired - Fee Related CN205328700U (en) | 2015-11-26 | 2015-11-26 | Anaerobic reactor that promote sludge particle ization is organized with awl |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106946422A (en) * | 2017-05-23 | 2017-07-14 | 上海华畅环保设备发展有限公司 | Include the Cyclic Activated Sludge System sewage water treatment method and device of eddy flow processing |
CN110526395A (en) * | 2019-09-27 | 2019-12-03 | 浙江省环境工程有限公司 | Eddy flow anaerobic reactor for waste water treatment system |
CN111410318A (en) * | 2020-05-08 | 2020-07-14 | 江苏中路工程技术研究院有限公司 | Aeration-free MBBR device applied to sewage treatment of expressway service area |
CN112209504A (en) * | 2020-09-21 | 2021-01-12 | 世纪华扬环境工程有限公司 | Spiral-flow type bioreactor |
-
2015
- 2015-11-26 CN CN201520952511.3U patent/CN205328700U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106946422A (en) * | 2017-05-23 | 2017-07-14 | 上海华畅环保设备发展有限公司 | Include the Cyclic Activated Sludge System sewage water treatment method and device of eddy flow processing |
CN110526395A (en) * | 2019-09-27 | 2019-12-03 | 浙江省环境工程有限公司 | Eddy flow anaerobic reactor for waste water treatment system |
CN110526395B (en) * | 2019-09-27 | 2024-06-07 | 浙江省环境工程有限公司 | Rotational flow anaerobic reactor for wastewater treatment system |
CN111410318A (en) * | 2020-05-08 | 2020-07-14 | 江苏中路工程技术研究院有限公司 | Aeration-free MBBR device applied to sewage treatment of expressway service area |
CN112209504A (en) * | 2020-09-21 | 2021-01-12 | 世纪华扬环境工程有限公司 | Spiral-flow type bioreactor |
CN112209504B (en) * | 2020-09-21 | 2023-01-17 | 世纪华扬环境工程有限公司 | Spiral-flow type bioreactor |
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Granted publication date: 20160622 Termination date: 20161126 |
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CF01 | Termination of patent right due to non-payment of annual fee |