CN202499757U - Novel high-concentration wastewater anaerobic fermentation device - Google Patents
Novel high-concentration wastewater anaerobic fermentation device Download PDFInfo
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- CN202499757U CN202499757U CN201220107575XU CN201220107575U CN202499757U CN 202499757 U CN202499757 U CN 202499757U CN 201220107575X U CN201220107575X U CN 201220107575XU CN 201220107575 U CN201220107575 U CN 201220107575U CN 202499757 U CN202499757 U CN 202499757U
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Abstract
The utility model relates to a novel high-concentration wastewater anaerobic fermentation device which comprises a reactor and a bypass gas lifting pipe arranged outside the reactor. The bypass gas lifting pipe is communicated with the inside of a shell of the reactor. The high-concentration wastewater anaerobic fermentation device is scientific in design, simple in structure, convenient to use and high in practicality, because the bottom of the bypass gas lifting pipe is communicated with the reactor, the pressure drop of the total lifting pipe and the pressure drop of the reactor keep balanced, liquid does not flow, a liquid seal effect is realized only, gas at an oblique inserting plate can naturally enter the bypass gas lifting pipe, a large quantity of accumulated gas in the reactor can be greatly reduced, a particle layer is stabilized, gas yield is promoted, the problem that after gas is accumulated, granular sludge is raised along with the quickly rising gas is solved well, load of an upper three-phase separator is reduced, fermentation efficiency is improved, and the problem that a great quantity of sludge runs away is avoided.
Description
Technical field
The utility model relates to the fermentation unit in the field of waste water treatment, especially a kind of novel high density anaerobic waste water fermentation unit.
Background technology
In the production process of much brewageing with the bio-pharmaceuticals industry, all can produce a large amount of high concentrated organic wastewaters; Like industries such as alcohol, drinks, Hydrocerol A, monosodium glutamate, starch and sauce vinegar; These high concentrated organic wastewaters are not if effectively utilize; Directly adopt routine biochemistry treatment process qualified discharge, need to consume a large amount of energy and process cost.In order to address the above problem; At present high-concentration waste water is adopted resource treatment technique usually earlier; Promptly adopting fermentation reactor that waste water is carried out anaerobically fermenting handles; The methane gas that the production added value is very high reduces the concentration of COD and BOD in the high-concentration waste water simultaneously, alleviates follow-up biochemical qualified discharge load of processing.
Existing fermentation reactor mainly is made up of housing, water-in, water outlet and near be installed in the liquid level of reactor drum top triphase separator, fills the anaerobic grain sludge bed in the housing of reactor drum.Behind the water-in entering reactor drum of waste water by reactor bottom, under the effect of anaerobion, react, can generate methane gas, the methane gas that is produced is gathered into the bubbles of different sizes in reactor drum, rise to reactor drum top gradually and discharge.Because methane gas is in uphill process; Can and carry secretly the generation disturbance of the anaerobic sludge in the reactor drum, therefore when the methane gas of high concentrated organic wastewater generation was too much, methane gas cognition formed bigger bubble; Even form zooming air-flow; The mud that this zooming bubble is carried secretly can make the triphase separator separation efficiency on reactor drum top descend, and mud granule is difficult to be deposited on the Sludge Bed, causes the loss of anaerobion; Influence the concentration of anaerobion in the reactor drum, finally cause the anaerobically fermenting water treatment effect poor.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of prior art, provide a kind of simple in structure, reasonable in design, can avoid a large amount of methane gass to assemble, reduce and carry the mud granule phenomenon secretly, improve reaction efficiency and alleviate the novel high density anaerobic waste water fermentation unit of triphase separator WP.
The utility model solves its technical problem and realizes through following technical scheme:
A kind of novel high density anaerobic waste water fermentation unit; Comprise a reactor drum that mainly constitutes by housing and triphase separator; Triphase separator is installed in the upper end of enclosure interior, and lower housing portion is provided with water-in, and housing top sets out the mouth of a river; It is characterized in that: comprise that also is arranged on the outside bypass gas riser tube of reactor drum, this bypass gas riser tube is connected with the enclosure interior of reactor drum.
And, put the anaerobic sludge that contains anaerobion in the described reactor shell, this anaerobic sludge forms the granule sludge layer in the intravital bottom of shell, forms the floc sludge layer at the intravital middle part of shell.
And the staggered installation of the inner wall even distribution of said reactor shell middle and lower part is tilted to down the oblique cutting plate that is provided with for one group.
And, filling liq water in the described bypass gas riser tube, the top of bypass gas riser tube is shaped on pneumatic outlet.
And described bypass gas riser tube is communicated with through a plurality of drainage tubes with reactor shell.
And the collection chamber of said reactor drum triphase separator is connected with the bypass gas riser tube through last drainage tube, and the tie point of bypass gas riser tube one end is positioned at the top of bypass gas riser tube liquid level.
And a horizontal drainage tube that is connected with the bypass gas riser tube is all installed in the below of said each oblique cutting plate.
And the bottom of said reactor drum is connected with the bottom of bypass gas riser tube through following drainage tube.
Advantage of the utility model and beneficial effect are:
1, the reactor shell in this reaction unit is communicated with a bypass gas riser tube; In reaction process, utilize the principle of equal height with pressure, a large amount of methane gass that produce in the reactor drum can be got in the bypass gas riser tube in segmentation; Reduce the gas vol in the reactor drum; Slow down the riser speed of methane gas in the reactor drum, help the sedimentation of top mud granule, and do not influence the fermenting process of inside reactor.
2, a plurality of oblique cutting plates that are provided with that are tilted to have down been installed in the middle and lower part of reactor wall; And a horizontal drainage tube is all installed in the below of each oblique cutting plate; This zone is the quick gas-producing area of methane; The oblique cutting plate has played the effect that stops that methane gas rises continuously, and the methane blended gas segmentation of quick generation is separated, and gas is temporarily concentrated on oblique cutting plate below; And draw by horizontal drainage tube, therefore reduce air-flow and gathered the too fierce turbulence of generation and the phenomenon of carrying mud granule secretly in a large number.
3, owing to can prevent that granule sludge from flowing out after using this device; Especially reduced carrying secretly and impact to the top floc sludge; Therefore help keeping mud in the housing layered arrangement, keep the intravital mud granule concentration of shell, thereby guaranteed the carrying out smoothly of fermentation reaction, improved reaction efficiency, improved reaction effect, alleviated the load of triphase separator.
4, this device also helps the further generation of methane gas owing to can in time draw methane blended gas, promotes methanation.
5, this apparatus processes ability is big, can greatly reduce wastewater treatment space and working cost, reduce the enterprise production cost.
6, the utility model is a kind of design science, simple in structure, easy to use and practical novel high density anaerobic waste water fermentation unit; Because the bottom of bypass gas riser tube is connected with reactor drum; The pressure drop of whole riser tube and reactor drum keep balance, and liquid does not flow, and only plays the effect of a fluid-tight; The gas at oblique cutting plate place all can get into the bypass gas riser tube naturally; The gas that can significantly reduce inside reactor gathers in a large number, and the stable particle layer promotes aerogenesis; Solved well that granule sludge is gathered the back fast rise by gas and the problem of carrying secretly, reduced the top triphase separator load, improved fermentation efficiency, avoided a large amount of losses of mud.
Description of drawings
Fig. 1 is the front view of the utility model.
Embodiment
Through specific embodiment the utility model is done further to detail below, following examples are descriptive, are not determinate, can not limit the protection domain of the utility model with this.
A kind of novel high density anaerobic waste water fermentation unit; Comprise a reactor drum 11 that mainly is made up of housing 2 and triphase separator 3, triphase separator is installed in the upper end of enclosure interior, and lower housing portion is provided with water-in 7; Housing top sets out the mouth of a river 1; Put the anaerobic sludge that contains anaerobion in the reactor shell, this anaerobic sludge forms granule sludge layer 8 in the intravital bottom of shell, forms floc sludge layer 9 at the intravital middle part of shell.
The innovative point of the utility model is: comprise that also is arranged on the outside bypass gas riser tube 5 of reactor drum, and the inner filling liq water of this bypass gas riser tube, the top of bypass gas riser tube is shaped on pneumatic outlet.The bypass gas riser tube is connected with the enclosure interior of reactor drum, so that the part methane gas physical efficiency in the reactor drum is diverted in the bypass gas riser tube, and is discharged and is collected by riser tube.
The bypass gas riser tube is connected with the enclosure interior of reactor drum through a plurality of drainage tubes; Its concrete syndeton is: the collection chamber of (1) reactor drum triphase separator is connected with the bypass gas riser tube through last drainage tube 4, and the tie point of bypass gas riser tube one end is positioned at the top of bypass gas riser tube liquid level.(2) the staggered installation of the inner wall even distribution of reactor shell middle and lower part is tilted to down the oblique cutting plate 10 that is provided with for one group, and a horizontal drainage tube 6 that is connected with the bypass gas riser tube is all installed in the below of each oblique cutting plate.(3) bottom of reactor drum is connected with the bottom of bypass gas riser tube through following drainage tube.
Claims (8)
1. novel high density anaerobic waste water fermentation unit; Comprise a reactor drum that mainly constitutes by housing and triphase separator; Triphase separator is installed in the upper end of enclosure interior, and lower housing portion is provided with water-in, and housing top sets out the mouth of a river; It is characterized in that: comprise that also is arranged on the outside bypass gas riser tube of reactor drum, this bypass gas riser tube is connected with the enclosure interior of reactor drum.
2. novel high density anaerobic waste water fermentation unit according to claim 1; It is characterized in that: put the anaerobic sludge that contains anaerobion in the described reactor shell; This anaerobic sludge forms the granule sludge layer in the intravital bottom of shell, forms the floc sludge layer at the intravital middle part of shell.
3. novel high density anaerobic waste water fermentation unit according to claim 1 is characterized in that: the staggered installation of the inner wall even distribution of said reactor shell middle and lower part is tilted to down the oblique cutting plate that is provided with for one group.
4. novel high density anaerobic waste water fermentation unit according to claim 1 is characterized in that: filling liq water in the described bypass gas riser tube, the top of bypass gas riser tube is shaped on pneumatic outlet.
5. novel high density anaerobic waste water fermentation unit according to claim 1 is characterized in that: described bypass gas riser tube is communicated with through a plurality of drainage tubes with reactor shell.
6. novel high density anaerobic waste water fermentation unit according to claim 1; It is characterized in that: the collection chamber of said reactor drum triphase separator is connected with the bypass gas riser tube through last drainage tube, and the tie point of bypass gas riser tube one end is positioned at the top of bypass gas riser tube liquid level.
7. novel high density anaerobic waste water fermentation unit according to claim 3 is characterized in that: a horizontal drainage tube that is connected with the bypass gas riser tube is all installed in the below of said each oblique cutting plate.
8. novel high density anaerobic waste water fermentation unit according to claim 1 is characterized in that: drainage tube was communicated with the bottom of bypass gas riser tube under the bottom of reactor drum was passed through.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220107575XU CN202499757U (en) | 2012-03-21 | 2012-03-21 | Novel high-concentration wastewater anaerobic fermentation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220107575XU CN202499757U (en) | 2012-03-21 | 2012-03-21 | Novel high-concentration wastewater anaerobic fermentation device |
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| Publication Number | Publication Date |
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| CN202499757U true CN202499757U (en) | 2012-10-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201220107575XU Expired - Fee Related CN202499757U (en) | 2012-03-21 | 2012-03-21 | Novel high-concentration wastewater anaerobic fermentation device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102616929A (en) * | 2012-03-21 | 2012-08-01 | 天津科技大学 | High-concentration waste water anaerobic fermentation device capable of realizing gas by-pass split-flow |
| CN104591379A (en) * | 2014-12-02 | 2015-05-06 | 深圳职业技术学院 | Anaerobic reactor used for processing sludge-containing sewage |
| CN104986849A (en) * | 2015-08-06 | 2015-10-21 | 北京化工大学 | Ozone heterogeneous catalytic oxidation moving bed reactor and refractory wastewater treating method therefor |
-
2012
- 2012-03-21 CN CN201220107575XU patent/CN202499757U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102616929A (en) * | 2012-03-21 | 2012-08-01 | 天津科技大学 | High-concentration waste water anaerobic fermentation device capable of realizing gas by-pass split-flow |
| CN102616929B (en) * | 2012-03-21 | 2013-09-11 | 天津科技大学 | High-concentration waste water anaerobic fermentation device capable of realizing gas by-pass split-flow |
| CN104591379A (en) * | 2014-12-02 | 2015-05-06 | 深圳职业技术学院 | Anaerobic reactor used for processing sludge-containing sewage |
| CN104591379B (en) * | 2014-12-02 | 2017-01-04 | 深圳职业技术学院 | A kind of anaerobic reactor of the sewage for processing containing mud |
| CN104986849A (en) * | 2015-08-06 | 2015-10-21 | 北京化工大学 | Ozone heterogeneous catalytic oxidation moving bed reactor and refractory wastewater treating method therefor |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121024 Termination date: 20150321 |
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| EXPY | Termination of patent right or utility model |