CN102951733A - Uniformly distributed feeding upflow type anaerobic ammonia oxidation reactor - Google Patents
Uniformly distributed feeding upflow type anaerobic ammonia oxidation reactor Download PDFInfo
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- CN102951733A CN102951733A CN2012104743112A CN201210474311A CN102951733A CN 102951733 A CN102951733 A CN 102951733A CN 2012104743112 A CN2012104743112 A CN 2012104743112A CN 201210474311 A CN201210474311 A CN 201210474311A CN 102951733 A CN102951733 A CN 102951733A
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Abstract
The invention discloses a uniformly distributed feeding upflow type anaerobic ammonia oxidation reactor which comprises a device body, wherein a sludge settling area is arranged at the upper end of the device body; a plurality of water inlets are formed in the side wall of the lower end of the device body; the water inlets are connected with a water intake tank through a peristaltic pump; a three-phase separator is installed at the top part of the sludge settling area; an exhaust port which is communicated with a water seal bottle is formed in the top part of the three-phase separator; a downflow weir with a water outlet is arranged above the sludge settling area; and the water outlet is connected with a water outtake tank. The reactor has the beneficial effects that (1), the partial suppression of a high concentration substrate to anaerobic ammonium oxidation bacteria is released, and the operation stability of the reactor is improved; (2), the partial hydraulic shearing force that the sludge at the bottom bears is reduced, thereby being beneficial for forming anaerobic ammonia oxidation granule sludge with high settle ability, and the biomass is increased; (3), the medium supply in middle and higher areas of the reactor is enhanced, and the overall activity of the sludge is improved; and (4), the water intake mode is adjusted in real time according to working conditions, the operation is flexible, and the resistance of the reactor on the high load impact is improved.
Description
Technical field
The present invention relates to a kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor.
Background technology
Anammox is a kind of Process of Biological Nitrogen Removal, can under anaerobic take ammonia as electron donor nitrite be reduced to nitrogen, removes when realizing two kinds of nitrogen pollutants.The advantages such as than the traditional biological denitrification process, it is good that Anammox has a denitrification effect, need not oxygen and add organic carbon source, and excess sludge production is few, and running cost is low have good prospects for commercial application.Comparatively anaerobic ammonia oxidation reactor (as: upflow anaerobic sludge blanket reactor, anaerobic fluidized bed reactor, anaerobic filter etc.) commonly used has some defectives usually, as: because water inlet matter distribution inequality causes reactor bottom local host excessive concentration, anaerobic ammonia oxidizing bacteria is produced local the inhibition, and middle and high matrix undersupply of reactor, sludge activity is not enough; The reactor bottom shearing force is too high, is unfavorable for the formation of granule sludge, mud-water separation weak effect, the easy loss of mud etc.The existence of factor like that all is unfavorable for the performance of anaerobic ammonia oxidation bioreactor denitrogenation potential, becomes a bottleneck of efficient anaerobic ammoxidation reactor industrial applications.
Summary of the invention
In order to solve in traditional anaerobic ammonia oxidation reactor water inlet matter distribution inequality, the local inhibition of anaerobic ammonia oxidizing bacteria, the reactor the easily problems such as losss of high section matrix undersupply, sludge activity deficiency and mud-water separation weak effect, mud, the present invention proposes and a kind ofly reduce local hydraulic shearing force that reactor bottom mud bears, avoid reactor bottom the uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor of the matrix supply in high section zone in local host inhibition, the enhanced reactor to occur.
The technical solution used in the present invention is:
A kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor is characterized in that: comprise device body, described device body upper end arranges on the sidewall of sludge settling district, lower end several water-ins is set, and described water-in links to each other with inlet chest by peristaltic pump; Triphase separator is installed at top, described sludge settling district, and the top of described triphase separator arranges the venting port that is communicated with water-sealed drainage bottle; The top in described sludge settling district is provided with the overflow weir of water outlet; Described water outlet is connected with water tank.
Further, the aspect ratio of described device body is 6 ~ 8:1, and the bottom convergent is cone, and the level inclination α of described cone is 30 ~ 45 degree.
Further, described water-in is provided with 4 ~ 6, evenly is arranged in 5 ~ 7 Along ent positions of device body height.
Further, described water-in is equipped with under meter and water intaking valve.
Further, the height in described sludge settling district is 1/5 ~ 1/4 of device body, and the volume in described sludge settling district is 1/5 ~ 2/5 of device body volume, and the inclined-plane of lower end, described sludge settling district and the angle β between horizontal plane are 55 ~ 60 degree.
Further, described triphase separator is cylindrical, tips upside down on the top, sludge settling district of described device body.
During use, according to the selected water-in of whole reactor operation condition, adjust the corresponding discharge meter by water intaking valve, then open peristaltic pump, so that the water in the inlet chest pumps into device body inside, then behind biological respinse, enter the sludge settling district, by triphase separator so that gas-liquid-solid separate; Processed waste water drains into water tank through the water outlet at overflow weir place; The gas that reaction produces is discharged through water-sealed drainage bottle by the venting port on the triphase separator.
Advantage of the present invention is mainly reflected in: 1. can effectively alleviate high density matrix to the part inhibition of anaerobic ammonia oxidizing bacteria, improve the operation stability of whole reactor; 2. reduce the local hydraulic shearing force that reactor bottom mud bears, be beneficial to the anaerobic ammonium oxidation granular sludge that forms high settling property, improved biomass; 3. strengthen the matrix in middle and high zone of reactor and supplied with, improved the overall activity of mud; 4. water intake mode can be according to the operating mode real-time monitoring, and flexible operation has improved the tolerance that reactor impacts high loading.
Description of drawings
Fig. 1 is that (wherein, α represents the level inclination of the cone of device body bottom to structural principle schematic diagram of the present invention; β represents the inclined-plane of lower end, sludge settling district and the angle between horizontal plane; The direction of arrow represents water body or gas flow).
Embodiment
Further specify the present invention below in conjunction with accompanying drawing
With reference to accompanying drawing:
A kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor comprises device body 1, and described device body 1 upper end arranges on the sidewall of sludge settling district 11, lower end several water-ins 12 are set, and described water-in 12 links to each other with inlet chest 3 by peristaltic pump 2; Triphase separator 111 is installed at 11 tops, described sludge settling district, and the top of described triphase separator 111 arranges the venting port 1111 that is communicated with water-sealed drainage bottle 4; The top in described sludge settling district 11 is provided with the overflow weir 112 of water outlet 1121; Described water outlet 1121 is connected with water tank 5.
Further, the aspect ratio of described device body 1 is 6 ~ 8:1, and the bottom convergent is cone, and the level inclination α of described cone is 30 ~ 45 degree.
Further, described water-in 12 is provided with 4 ~ 6, evenly is arranged in 5 ~ 7 Along ent positions of device body 1 height.
Further, described water-in 12 is equipped with under meter 121 and water intaking valve 122.
Further, the height in described sludge settling district 11 is 1/5 ~ 1/4 of device body 1, the volume in described sludge settling district 11 is 1/5 ~ 2/5 of device body 1 volume, and the inclined-plane of 11 lower ends, described sludge settling district and the angle β between horizontal plane are 55 ~ 60 degree.
Further, described triphase separator 111 is cylindrical, tips upside down on 11 tops, sludge settling district of described device body 1.
During use, according to the selected water-in 12 of whole reactor operation condition, adjust corresponding discharge meter 121 by water intaking valve 122, then open peristaltic pump 2, so that the water in the inlet chest 3 pumps into device body 1 inside, then behind biological respinse, enter sludge settling district 11, by triphase separator 111 so that gas-liquid-solid separate; Processed waste water drains into water tank 5 through the water outlet 1121 at overflow weir 112 places; The gas that reaction produces is discharged through water-sealed drainage bottle 4 by the venting port 1111 on the triphase separator 111.
The described content of this specification sheets embodiment only is enumerating the way of realization of inventive concept; protection scope of the present invention should not be regarded as only limiting to the specific form that embodiment states, protection scope of the present invention also reaches in those skilled in the art conceives the equivalent technologies means that can expect according to the present invention.
Claims (6)
1. uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor, it is characterized in that: comprise device body, described device body upper end arranges on the sidewall of sludge settling district, lower end several water-ins is set, and described water-in links to each other with inlet chest by peristaltic pump; Triphase separator is installed at top, described sludge settling district, and the top of described triphase separator arranges the venting port that is communicated with water-sealed drainage bottle; The top in described sludge settling district is provided with the overflow weir of water outlet; Described water outlet is connected with water tank.
2. a kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor as claimed in claim 1, it is characterized in that: the aspect ratio of described device body is 6 ~ 8:1, and the bottom convergent is cone, and the level inclination α of described cone is 30 ~ 45 degree.
3. a kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor as claimed in claim 2, it is characterized in that: described water-in is provided with 4 ~ 6, evenly is arranged in 5 ~ 7 Along ent positions of device body height.
4. a kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor as claimed in claim 3, it is characterized in that: described water-in is equipped with under meter and water intaking valve.
5. a kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor as claimed in claim 2, it is characterized in that: the height in described sludge settling district is 1/5 ~ 1/4 of device body, the volume in described sludge settling district is 1/5 ~ 2/5 of device body volume, and the inclined-plane of lower end, described sludge settling district and the angle β between horizontal plane are 55 ~ 60 degree.
6. a kind of uniform-distributed feeding flow lifting type anaerobic ammonia oxidation reactor as claimed in claim 5, it is characterized in that: described triphase separator is cylindrical, tips upside down on the top, sludge settling district of described device body.
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Citations (7)
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US4780198A (en) * | 1985-03-26 | 1988-10-25 | Gore & Storrie Ltd. | Hybrid high rate anaerobic treatment apparatus |
JP2008221033A (en) * | 2007-03-08 | 2008-09-25 | Kuraray Co Ltd | Wastewater treatment method and apparatus |
CN101585601A (en) * | 2009-06-15 | 2009-11-25 | 中国市政工程中南设计研究院 | Monomer ultra-large volume steel post cone high-temperature anaerobic fermentation system |
CN102153194A (en) * | 2011-02-28 | 2011-08-17 | 杭州师范大学 | Upflow subregion anammox bioreactor |
CN202080951U (en) * | 2011-05-10 | 2011-12-21 | 张家港宇新羊毛工业有限公司 | Water distributor of anaerobic tank |
CN102515348A (en) * | 2011-12-14 | 2012-06-27 | 杭州师范大学 | Operating method for high-efficient anaerobic ammonium oxidation reactor |
CN202924828U (en) * | 2012-11-20 | 2013-05-08 | 杭州师范大学 | Uniform distribution upflow anaerobic ammonia oxidation reactor |
-
2012
- 2012-11-20 CN CN2012104743112A patent/CN102951733A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4780198A (en) * | 1985-03-26 | 1988-10-25 | Gore & Storrie Ltd. | Hybrid high rate anaerobic treatment apparatus |
JP2008221033A (en) * | 2007-03-08 | 2008-09-25 | Kuraray Co Ltd | Wastewater treatment method and apparatus |
CN101585601A (en) * | 2009-06-15 | 2009-11-25 | 中国市政工程中南设计研究院 | Monomer ultra-large volume steel post cone high-temperature anaerobic fermentation system |
CN102153194A (en) * | 2011-02-28 | 2011-08-17 | 杭州师范大学 | Upflow subregion anammox bioreactor |
CN202080951U (en) * | 2011-05-10 | 2011-12-21 | 张家港宇新羊毛工业有限公司 | Water distributor of anaerobic tank |
CN102515348A (en) * | 2011-12-14 | 2012-06-27 | 杭州师范大学 | Operating method for high-efficient anaerobic ammonium oxidation reactor |
CN202924828U (en) * | 2012-11-20 | 2013-05-08 | 杭州师范大学 | Uniform distribution upflow anaerobic ammonia oxidation reactor |
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Application publication date: 20130306 |