CN202358960U - Improved hydrolysis acidification pool - Google Patents
Improved hydrolysis acidification pool Download PDFInfo
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- CN202358960U CN202358960U CN2011205176632U CN201120517663U CN202358960U CN 202358960 U CN202358960 U CN 202358960U CN 2011205176632 U CN2011205176632 U CN 2011205176632U CN 201120517663 U CN201120517663 U CN 201120517663U CN 202358960 U CN202358960 U CN 202358960U
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- mud
- hydrolysis acidification
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- discharge region
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Abstract
The utility model discloses an improved hydrolysis acidification pool, and belongs to the technical field of sewage treatment and environment protection, in particular to improvement on the hydrolysis acidification pool in sewage treatment. The improved hydrolysis acidification pool comprises five parts, namely an inlet water mixing region, a stirring reaction region, two sequencing batch treatment regions, and a mud refluxing and discharging region; the overall hydrolysis acidification process comprises five basic operation processes, namely inlet water mixing and stirring reaction, static precipitation, mud-water separation, mud refluxing and water discharging; the five processes are respectively finished in the five functional regions at the same time; and continuous hydrolysis is realized by continuous inlet and outlet water. According to the improved hydrolysis acidification pool, a precipitation pool can be saved; mud refluxing is realized; high concentration of active mud in a reaction pool is maintained; full contact between the mud and wastewater is guaranteed; the hydrolysis acidification action can be fully played; occupied area and investment cost can be greatly reduced; and the process is convenient and flexible in operation and management.
Description
Technical field
The utility model belongs to WWT, environmental protection technical field; Be improvement, be specifically related to a kind of settling tank that omits and realize that mud refluxes, mixes stirring reaction, quiescent setting, mud-water separation, mud backflow and water outlet with water inlet is the hydrolysis acidification pool of basic operational process hydrolysis acidification pool in the WWT.
Background technology
Traditional sewage treatment process generally adopts preliminary sedimentation tank as pretreatment system; To remove suspended substance and the particulate matter in the sewage; Improve the biodegradability of sewage and reduce the organic loading of subsequent treatment process, but preliminary sedimentation tank mainly leans on physical action that sewage is carried out pre-treatment, can't improve the biodegradability of sewage; Still contain a large amount of hard-degraded substances in its water outlet, floor space is bigger.Since the eighties in 20th century, begun with hydrolysis acidification pool as pretreatment technology in some sewage treatment process of China.
The routine hydrolysis acidification technique divides mud method (suspension growth mode) and embrane method (apposition growth mode) two big classes usually; The high density anaerobe is that active sludge adsorbs decomposition CODcr to the anaerobic fixed film reactor of its mud method technology in the pond through keeping; But, need mud-water separation and mud be refluxed through deposition and guarantee living weight in order not make the concentration of active sludge loss and maintenance mud; Embrane method be biological attachment on filler, CODcr is decomposed in effluent stream mikrobe absorption when filler, though saved heavy pond part, exists the problem that film difficulty and microbial film come off easily of hanging; When higher and difficult degradation dissolved organic matter content is higher when trade effluent content in the sewage; Those biological floes are loose; Mud method technology does not reach required sludge concentration with common precipitate and separate; Even reach concentration, mud also mainly is from the inorganic particle suspended substance in the water, so sludge activity is lower; Embrane method can cause the microbial film big area to come off when water quality and quantity fluctuates, and causes the fluctuation of acidication efficient, finally causes the fluctuation of effluent quality.Although acidication technology many improvement and array configuration such as baffled reactor (ABR), flow lifting type Sludge Bed etc. occur to the problems referred to above; But the baffle plate type reactor drum is based on mud becomes particulate state; When the formation particle was little and loose, separation efficiency just can reduce; The flow lifting type Sludge Bed is better to suspension or colloidal COD effect, but the removal efficient of solvability COD is lower.
Shortcoming to above-mentioned mud method hydrolysis process; Chinese patent CN101962223 sewage hydrolyzing souring method and hydrolysis acidification pool; Sewage is basic cycle Recycle design operation with water inlet stirring, quiescent setting, water outlet, and sequence batch (is accomplished above-mentioned working cycle, quiescent setting near ideal deposition state in three or four ponds; Thereby make mud-water separation more thorough; Sludge concentration and activity are higher, and under such acidication condition, more hardly degraded organic substance is broken down into the small molecules easily biodegradable organics; The high mud of concentration is long age, thereby the long special bacterium of generation of decomposing hardly degraded organic substance is able to increment even becomes dominant bacteria.But this method lacks the mud return-flow system; Having reduced active sludge contacts with the effective of sewage; Simultaneously; It is more that being arranged so that of many circular treatment pond (more than three and three) is in the reaction zone that quiescent setting maybe can't be communicated with, and reduced reaction time, thereby caused the reduction of pollutant removal.
Summary of the invention
The utility model purpose is to overcome above-mentioned deficiency; A kind of settling tank that omits is provided, realizes that mud refluxes, and keeps higher activated sludge concentration in the reaction tank; Ensure fully contacting between mud and the waste water, can give full play to the improvement hydrolysis acidification pool of acidication effect.
The innovation part of the utility model is into that water mixing pit, mud reflux and lays with mud return line up and down and be communicated with discharging the pond that a preface batch processing pond is respectively established in its both sides, and stirring reaction and quiescent setting function are alternately accomplished in described two preface batch processing ponds; The i.e. pond acidification reaction that is hydrolyzed; Another pond quiescent setting, and carry out the mud-water separation water outlet, quiescent setting near ideal deposition state; Thereby make mud-water separation more thorough, sludge concentration and activity are higher; The horizontal end in water inlet mixing pit, preface batch processing pond is provided with an agitating reaction pond.Mud is set to reflux and discharge region; The activity sludge reflux of high density is arrived the water inlet mixing zone; Make sewage begin just fully to contact with active sludge from feed-water end; Keep the efficient treated state in the entire reaction residence time, can regulate return sludge ratio according to influent quality simultaneously, realize the flexible control of technology.
It specifically is to implement like this: improved hydrolysis acidification pool; Comprise that into water mixing zone, stirring reaction district, quiescent setting district, mud reflux and discharge region; It is characterized in that into water mixing zone, mud backflow are laid up and down with the mud reflux with discharge region and be connected; A preface batch processing district is respectively established in its both sides, and alternately rotate with the second stirring reaction district and quiescent setting district in described two preface batch processing districts; The horizontal end in water inlet mixing zone, preface batch processing district is provided with the first stirring reaction district, and the described first stirring reaction district is mixed with water inlet respectively, two preface batch processing districts are communicated with; Be equipped with whipping appts, discharging device and mud extraction device in the two preface batch processing districts, described mud extraction device connects mud and refluxes and discharge region.The whole acidication process of the said hydrolysis acidification pool of the utility model is divided into into, and water mixing stirring reaction, quiescent setting, mud-water separation, mud reflux and five basic operational processs of water outlet; Five processes are accomplished in five functional zone respectively simultaneously, and water is realized continuous hydrolysis through being back to back.
Sewage at first gets into the water inlet mixing zone; Water inlet is provided with whipping appts in the mixing zone; Water inlet mixes with the high-concentration activated sludge that refluxes, and guarantees that entering organic matter of water mixes rapidly with mud, fully contacting between guarantee mud and the waste water; For the follow-up acidication stage provides good condition, more macromole hardly degraded organic substance is resolved into the small molecules easily biodegradable organics; Get into the first stirring reaction district through mixed sewage, reaction is hydrolyzed; The water outlet in the first stirring reaction district gets into preface batch processing district, and preface batch processing district is provided with two, and one is carried out stirring reaction, and another carries out quiescent setting and carries out mud-water separation, water outlet, two preface batch processing district cycle alternation operations; The mud in preface batch processing district enters mud and refluxes and discharge region, and a part is back to into water mixing zone, and a part is passed through the spoil disposal pipeline as excess sludge discharge; The utility model can be according to the water quality treatment situation, in the cycle of flexible mud quantity of reflux and the operation of preface batch processing district cycle alternation, reaches best processing efficiency.
Whipping appts, the mud of the utility model water inlet mixing zone reflux and all are connected the PLC sequence controller with the mud reflux of discharge region and whipping appts, the whipping appts in two preface batch processing districts, discharging device, the mud extraction device in sludge out pipe, the first stirring reaction district, accomplish the technological cycle process automatically.
The mud of the utility model refluxes and discharge region also can be divided into two districts side by side; Be connected with the mud discharging device in adjacent preface batch processing district respectively; Two mud reflux with discharge region in be provided with the mud reflux that is communicated with the mixing zone that intakes, other is provided with shore pipe separately.Two mud spaced apart from each other reflux and discharge region is mated adjacent preface batch processing district respectively, can increase valve in addition, and are more separate.
The utility model will intake mixing zone, stirring reaction district, two preface batch processing districts and mud refluxes and five integral parts of discharge region organically combine; Overcome the existing processes weak point; Omit settling tank, realize that mud refluxes, and keeps higher activated sludge concentration in the reaction tank; Ensure fully contacting between mud and the waste water, can give full play to the acidication effect.The conclusion advantage is following.
One, through quiescent setting, realize mud-water separation, omitted settling tank, saved floor space greatly, also saved pipeline, the equipment of singly building these facilities simultaneously, cost of investment greatly reduces.
Two, adopt quiescent setting to realize mud-water separation, quiescent setting near ideal deposition state, thus make mud-water separation more thorough, sludge concentration and activity are higher; Mud is set simultaneously to reflux and discharge region; The activity sludge reflux of high density is arrived the water inlet mixing zone; Make sewage begin just fully to contact with active sludge from feed-water end; Keep the efficient treated state in the entire reaction residence time, more macromole hardly degraded organic substance is resolved into the small molecules easily biodegradable organics, the acidication effect is more thorough.
Three, the cycle alternation through two preface batch processing districts moves; And the setting of mud return-flow system, keeping higher living weight in the hydrolytic tank, sludge concentration and activity are higher; Filler need be set; Also can realize the increment of dominant bacteria, reach to all contaminations specific aim remove, give full play to the acidication effect.
Four, the pump valve of each treatment zone, whipping device are through time variable control working time; Also can be according to the water quality treatment situation; The cycle of flexible mud quantity of reflux and the operation of preface batch processing district cycle alternation reaches best processing efficiency, and process operating management is convenient, flexible.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment 1.
Fig. 2 is the structural representation of the utility model embodiment 2.
Embodiment
Embodiment 1; Improved hydrolysis acidification pool; Water inlet mixing zone A, mud backflow are laid up and down with the mud reflux with discharge region E and are connected, and a preface batch processing district C, D are respectively established in its both sides, and alternately rotate with the second stirring reaction district and quiescent setting district in described two preface batch processing districts; The horizontal end of water inlet mixing zone A, preface batch processing district C, D is provided with the first stirring reaction district B, and the described first stirring reaction district B is communicated with water inlet mixing zone A, two preface batch processing district C, D respectively; Be equipped with whipping appts, discharging device and mud extraction device in two preface batch processing district C, the D, described mud extraction device connects mud and refluxes and discharge region E.
Be provided with whipping appts in the water inlet mixing zone A, be provided with shore pipe in mud backflow and the discharge region E; The whipping appts of water inlet mixing zone A, mud reflux and all are connected the PLC sequence controller with the mud reflux of discharge region E and whipping appts, two preface batch processing district C, the whipping appts of D, discharging device, the mud extraction device of shore pipe, the first stirring reaction district B.
First period: whipping appts and the mud of opening into water mixing zone A, the first stirring reaction district B mud reflux with discharge region E that refluxes, and the discharging device of preface batch processing district C, close preface batch processing district C whipping appts; Make sewage get into water inlet mixing zone A; With the active sludge thorough mixing that refluxes and get into the first stirring reaction district B acidification reaction that is hydrolyzed, muddy water mixed solution gets into preface batch processing district C, quiescent setting; Carry out mud-water separation; Open preface batch processing district C mud extraction device, the active sludge of high density is entered mud reflux and discharge region E, supernatant is through the discharging device water outlet; This period is opened the whipping appts of preface batch processing district D, closes the mud reflux of preface batch processing district D, gets into the acidication response behaviour.
Second period: the discharging device of opening preface batch processing district D; Close the whipping appts of preface batch processing district D, make muddy water mixed solution get into preface batch processing district D, quiescent setting; Carry out mud-water separation; Open the mud extraction device of preface batch processing district D, the active sludge of high density is entered mud reflux and discharge region E, supernatant is through the discharging device water outlet; This period is opened the whipping appts of preface batch processing district C, closes the mud extraction device of preface batch processing district C, gets into the acidication response behaviour.
In the one-period of sewage hydrolyzing acidification, divide two periods to accomplish by above five treatment zones; Five treatment zones advance water mixing stirring reaction, quiescent setting, mud-water separation, mud backflow and five basic operational processs of water outlet simultaneously in the same period, accomplish the acidication effect.
Embodiment 2; Reference implementation example 1; The below of water inlet mixing zone A is provided with two mud side by side and refluxes and discharge region E and F; Mud extraction device with adjacent preface batch processing district C, D is connected respectively, two mud reflux with discharge region E, F in be provided with the mud reflux that is communicated with the mixing zone A of intaking, also be provided with separately shore pipe separately.
First period: whipping appts and the mud of opening into water mixing zone A, the first stirring reaction district B mud reflux with discharge region E that refluxes; And the discharging device of preface batch processing district C, close the whipping appts of preface batch processing district C and the mud reflux of mud backflow and discharge region F, make sewage get into water inlet mixing zone A; With the active sludge thorough mixing that refluxes and get into the first stirring reaction district B acidification reaction that is hydrolyzed; Muddy water mixed solution gets into preface batch processing district C, and quiescent setting carries out mud-water separation; The active sludge of high density is entered mud backflow and discharge region E, and supernatant is through the discharging device water outlet; This period is opened the whipping appts of preface batch processing district D, gets into the acidication response behaviour.
Second period: open the discharging device of preface batch processing district D, close preface batch processing district D whipping appts, open the mud reflux of mud backflow and discharge region F; Close the mud reflux of mud backflow and discharge region E; Make muddy water mixed solution get into preface batch processing district D, quiescent setting carries out mud-water separation; The active sludge of high density is entered mud backflow and discharge region F, and supernatant is through the discharging device water outlet; This period is opened the whipping appts of preface batch processing district C, gets into the acidication response behaviour.
Claims (5)
1. improved hydrolysis acidification pool; Comprise that into water mixing zone, stirring reaction district, quiescent setting district, mud reflux and discharge region; It is characterized in that into water mixing zone, mud backflow are laid up and down with the mud reflux with discharge region and be connected; A preface batch processing district is respectively established in its both sides, and alternately rotate with the second stirring reaction district and quiescent setting district in described two preface batch processing districts; The horizontal end in water inlet mixing zone, preface batch processing district is provided with the first stirring reaction district, and the described first stirring reaction district is mixed with water inlet respectively, two preface batch processing districts are communicated with; Be equipped with whipping appts, discharging device and mud extraction device in the two preface batch processing districts, described mud extraction device connects mud and refluxes and discharge region.
2. hydrolysis acidification pool according to claim 1 is characterized in that into being provided with whipping appts in the water mixing zone.
3. hydrolysis acidification pool according to claim 1 and 2 is characterized in that being provided with shore pipe in mud backflow and the discharge region.
4. hydrolysis acidification pool according to claim 3 is characterized in that into whipping appts, the mud backflow of water mixing zone all are connected the PLC sequence controller with the mud reflux of discharge region and whipping appts, the whipping appts in two preface batch processing districts, discharging device, the mud extraction device in shore pipe, the first stirring reaction district.
5. hydrolysis acidification pool according to claim 1; It is characterized in that mud refluxes and discharge region is divided into two districts side by side; Be connected with the mud discharging device in adjacent preface batch processing district respectively; Two mud reflux with discharge region in be provided with the mud reflux that is communicated with the mixing zone that intakes, other is provided with shore pipe separately.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205176632U CN202358960U (en) | 2011-12-10 | 2011-12-10 | Improved hydrolysis acidification pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205176632U CN202358960U (en) | 2011-12-10 | 2011-12-10 | Improved hydrolysis acidification pool |
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| Publication Number | Publication Date |
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| CN202358960U true CN202358960U (en) | 2012-08-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205176632U Withdrawn - After Issue CN202358960U (en) | 2011-12-10 | 2011-12-10 | Improved hydrolysis acidification pool |
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| CN (1) | CN202358960U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102557247A (en) * | 2011-12-10 | 2012-07-11 | 江苏凌志市政工程设计研究院有限公司 | Improved hydrolytic acidification tank |
| CN106540489A (en) * | 2017-01-16 | 2017-03-29 | 商丘职业技术学院 | A kind of sedimentation basin of sewage disposal controlled by PLC |
| CN108275768A (en) * | 2017-01-06 | 2018-07-13 | 中国石化工程建设有限公司 | Hydrolysis acidification reaction tank/device and hydrolysis acidification technique |
-
2011
- 2011-12-10 CN CN2011205176632U patent/CN202358960U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102557247A (en) * | 2011-12-10 | 2012-07-11 | 江苏凌志市政工程设计研究院有限公司 | Improved hydrolytic acidification tank |
| CN102557247B (en) * | 2011-12-10 | 2013-04-10 | 江苏凌志市政工程设计研究院有限公司 | Improved hydrolytic acidification tank |
| CN108275768A (en) * | 2017-01-06 | 2018-07-13 | 中国石化工程建设有限公司 | Hydrolysis acidification reaction tank/device and hydrolysis acidification technique |
| CN106540489A (en) * | 2017-01-16 | 2017-03-29 | 商丘职业技术学院 | A kind of sedimentation basin of sewage disposal controlled by PLC |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20120801 Effective date of abandoning: 20130410 |
|
| RGAV | Abandon patent right to avoid regrant |