CN209210482U - Integrated rural sewage-treatment plant associated with a kind of AAO and SBR technique - Google Patents
Integrated rural sewage-treatment plant associated with a kind of AAO and SBR technique Download PDFInfo
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- CN209210482U CN209210482U CN201821407877.2U CN201821407877U CN209210482U CN 209210482 U CN209210482 U CN 209210482U CN 201821407877 U CN201821407877 U CN 201821407877U CN 209210482 U CN209210482 U CN 209210482U
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Abstract
This application involves integrated rural sewage-treatment plant, the application associated with technical field of sewage more particularly to a kind of AAO and SBR technique effectively to be combined AAO system with SBR system, so that the denitrogenation dephosphorizing efficiency of device is substantially improved；In the case where preposition AAO system continuous operation, two oxygen compatibility pool alternate runs not only realize continuous effluent, but also oxygen compatibility pool can be allowed to be conserved, and ensure the processing capacity of oxygen compatibility pool；It is provided with flow-disturbing partition in oxygen compatibility pool, sewage mixes in oxygen compatibility pool more uniform with sludge, significantly improves the uniformity that material mixes in each reaction tank, increases the MLSS value of each reaction tank, improve the rate of each reaction tank especially nitration reaction；The high-efficiency intensifying processing that country sewage takes up an area less is realized, integrated degree is high, is convenient for large-scale promotion.
Description
Technical field
It is dirty that this application involves integrated rurals associated with technical field of sewage more particularly to a kind of AAO and SBR technique
Water treatment facilities.
Background technique
Currently, China's country sewage discharge amount is big, but treatment effeciency is very low, and 96% village does not have discharge conduit and sewage
Processing system, most unprocessed direct emissions of sewage, causes serious pollution to environment, since country sewage pollutes
The features such as source is wide, hardly possible is collected, source is more, complicated component, high concentration of suspension, is restricted, city by geographical conditions and economic factor
The centralized sewage treatment mode in town is not suitable for rural sewage treatment, therefore proposes to be suitble to country sewage decentralized processing
Technology and technique are the key points for solving the problems, such as Rural Water Pollution.Currently used sewage treatment process has AAO (" anaerobism-
The sewage treatment process of anaerobic-aerobic ", Anaerobic-Anoxic-Oxic), oxidation ditch and SBR (sequencing batch activated sludge
Method, Sequencing Batch Reactor Activated Sludge Process) technology, oxidation ditch process is due to its skill
Art feature, more suitable for the sewage plant of extensive centralization, the prospect that then there is AAO and SBR technique small-scaleization to apply, tradition
AAO technique be generally divided into primary sedimentation tank, anaerobic pond, anoxic pond, aerobic tank and secondary settling tank, total hrt is less than other
Technique, but its Nitrogen/Phosphorus Removal is difficult to further increase there are certain limit, while occupied area is also difficult further to contract
It is small；SBR technique is a kind of processing technique run by intermittent aerating mode, and the core of SBR technology is sbr reactor pond, the Chi Ji
Homogenizing, just heavy, biodegrade, the two functions Yu Yichi such as heavy, are particularly suitable for intermittent discharge and the biggish occasion of changes in flow rate, should
Technique bothers less compared to other simple processes, excess sludge disposition, investment reduction, takes up an area less, operating cost is low, resistance to organic
Load and toxic load impact, the method for operation are flexible.
Utility model content
In order to solve the above-mentioned technical problem or it at least is partially solved above-mentioned technical problem, this application provides one kind
Integrated rural sewage-treatment plant associated with AAO and SBR technique.
This application provides integrated rural sewage-treatment plants associated with a kind of AAO and SBR technique, including along sewage stream
What dynamic direction was set gradually: main water inlet tube, anaerobic pond, anoxic pond, aerobic tank, the first oxygen compatibility pool/second oxygen compatibility pool, sedimentation basin,
Water outlet, the upstream of the anaerobic pond are equipped with preposition anoxic pond, and the upstream of the preposition anoxic pond is equipped with sludge concentration tank；It is described
Sludge in sedimentation basin is delivered in the sludge concentration tank, the partial reflux liquid point of first oxygen compatibility pool and the second oxygen compatibility pool
The sludge concentration tank is not introduced, and the supernatant of the sludge concentration tank introduces the anoxic pond, the dirt of the sludge concentration tank
Mud enters the anaerobic pond through the preposition anoxic pond；First oxygen compatibility pool and the second oxygen compatibility pool alternate run；
First oxygen compatibility pool and the second oxygen compatibility pool are equipped with flow-disturbing partition.
Optionally, the both ends of the flow-disturbing partition are connected with the side wall of corresponding oxygen compatibility pool, the flow-disturbing partition and oxygen compatibility pool
Bottom plate between there are the gaps passed through for fluid.
Optionally, the flow-disturbing partition is vertically arranged.
Optionally, on drainage flow direction, the flow-disturbing partition is obliquely installed.
Optionally, the bottom end of the flow-disturbing partition is tilted to the downstream in drainage flow direction.
It optionally, further include tank body, it is the main water inlet tube, anaerobic pond, anoxic pond, aerobic tank, the first oxygen compatibility pool, second simultaneous
Oxygen pond, sedimentation basin, water outlet, preposition anoxic pond, sludge concentration tank are arranged in the tank body.
Optionally, one end of the tank body is arranged in the aerobic tank, and the sedimentation basin and water outlet are arranged in the tank
The other end of body, first oxygen compatibility pool and the second oxygen compatibility pool are arranged side by side, and the one of first oxygen compatibility pool and the second oxygen compatibility pool
End connects with the aerobic tank, and first oxygen compatibility pool connects with the sedimentation basin with the other end of the second oxygen compatibility pool, institute
Anoxic pond, anaerobic pond, preposition anoxic pond, sludge concentration tank is stated to be sequentially arranged between first oxygen compatibility pool and the second oxygen compatibility pool
Region, the anoxic pond connects with the aerobic tank, and the preposition anoxic pond connects with the sedimentation basin.
It optionally, further include Rinsing Area, the Rinsing Area is arranged between the sedimentation basin and water outlet, the sedimentation basin
Supernatant through the Rinsing Area enter the water outlet.
Above-mentioned technical proposal provided by the embodiments of the present application has the advantages that the application by AAO compared with prior art
System is effectively combined with SBR system, so that the denitrogenation dephosphorizing efficiency of device is substantially improved；In preposition AAO system continuous operation
In the case of, two oxygen compatibility pool alternate runs not only realize continuous effluent, but also oxygen compatibility pool can be allowed to be conserved, and ensure oxygen compatibility pool
Processing capacity；It is provided with flow-disturbing partition in oxygen compatibility pool, sewage mixes in oxygen compatibility pool more uniform with sludge, significantly improves each
The uniformity that material mixes in reaction tank, increases the MLSS value of each reaction tank, improves each reaction tank especially nitration reaction
Rate；The high-efficiency intensifying processing that country sewage takes up an area less is realized, integrated degree is high, is convenient for large-scale promotion.
Detailed description of the invention
The drawings herein are incorporated into the specification and forms part of this specification, and shows the implementation for meeting the application
Example, and together with specification it is used to explain the principle of the application.
In order to illustrate the technical solutions in the embodiments of the present application or in the prior art more clearly, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, for those of ordinary skill in the art
Speech, without any creative labor, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the plane of integrated rural sewage-treatment plant associated with AAO and SBR technique described in the embodiment of the present application
Figure；
Fig. 2 is the workflow of integrated rural sewage-treatment plant associated with AAO and SBR technique described in the embodiment of the present application
Cheng Tu.
Wherein, 1, aerobic tank；3, anoxic pond；4, anaerobic pond；5, the first oxygen compatibility pool；6, the second oxygen compatibility pool；7, main water inlet tube；
8, supernatant return pipe；9, preposition anoxic pond；10, sludge concentration tank；11, sedimentation basin；12, Rinsing Area；13, water outlet.
Specific embodiment
It, below will be in the embodiment of the present application to keep the purposes, technical schemes and advantages of the embodiment of the present application clearer
Technical solution be clearly and completely described, it is clear that described embodiment is a part of the embodiment of the application, without
It is whole embodiments.Based on the embodiment in the application, those of ordinary skill in the art are not making creative work
Under the premise of every other embodiment obtained, shall fall in the protection scope of this application.
Fig. 1 is the structural representation of integrated rural sewage-treatment plant associated with a kind of herein described AAO and SBR technique
Figure, the application includes setting gradually along drainage flow direction: main water inlet tube 7, anaerobic pond 4, anoxic pond 3, aerobic tank 1, first
The upstream of 5/ second oxygen compatibility pool 6 of oxygen compatibility pool, sedimentation basin 11, water outlet 13, the anaerobic pond 4 is equipped with preposition anoxic pond 9, before described
The upstream for setting anoxic pond 9 is equipped with sludge concentration tank 10；Sludge in the sedimentation basin 11 is delivered in the sludge concentration tank 10,
The partial reflux liquid of first oxygen compatibility pool 5 and the second oxygen compatibility pool 6 introduces the sludge concentration tank 10, the sludge condensation respectively
The supernatant in pond 10 introduces the anoxic pond 3, and the sludge of the sludge concentration tank 10 described in the preposition entrance of anoxic pond 9 through detesting
Oxygen pond 4；6 alternate run of first oxygen compatibility pool 5 and the second oxygen compatibility pool；
First oxygen compatibility pool 5 and the second oxygen compatibility pool 6 are equipped with flow-disturbing partition.
AAO system generally comprises: main water inlet tube 7, anaerobic pond 4, anoxic pond 3, aerobic tank 1, sedimentation basin 11, sludge concentration tank
10, have the function of synchronous denitrification dephosphorizing；SBR system is suitable for intermittent discharge and the biggish occasion of changes in flow rate；The application is set
Two oxygen compatibility pools have been set, have been equivalent in AAO system postposition SBR system, so that the denitrogenation dephosphorizing efficiency of device is substantially improved, two
A oxygen compatibility pool alternate run can effectively adjust the reservoir storage of entire integrated rural sewage-treatment plant, adapt to the discharge of sewage
The sewage treatment environment changed greatly；In the case where preposition AAO system continuous operation, two oxygen compatibility pool alternate runs were both real
Show continuous effluent, and oxygen compatibility pool can have been allowed to be conserved, ensures the processing capacity of oxygen compatibility pool；Be provided in oxygen compatibility pool flow-disturbing every
Plate, sewage mix in oxygen compatibility pool more uniform with sludge, significantly improve the uniformity that material in each reaction tank mixes, increase
MLSS (mixed genetic-neural network, Mixed Liquid Suspended Solids) value of each reaction tank improves each anti-
The rate of Ying Chi especially nitration reaction.In conjunction with SBR technique, while flow-disturbing is arranged in AAO technique by the application in oxygen compatibility pool
Partition is effectively improved the efficiency of the denitrogenation dephosphorizing in existing sewage disposal process, is realized with improving material mixing uniformity
The high-efficiency intensifying processing that country sewage takes up an area less, integrated degree is high, is convenient for large-scale promotion.
Optionally, the both ends of the flow-disturbing partition are connected with the side wall of corresponding oxygen compatibility pool, the flow-disturbing partition and oxygen compatibility pool
Bottom plate between there are the gaps passed through for fluid.I.e. flow-disturbing partition can be set to integrated hanging, both ends and oxygen compatibility pool side wall
The structure being fixedly connected, such sewage and sludge can only all pass through below flow-disturbing partition, and path of the fluid in oxygen compatibility pool is not
It is unalterable advection state again, but becomes the S type path of " high-low-high ", effectively facilitates being sufficiently mixed for fluid, change
The homogeneity of kind fluid mixing, increases the MLSS value of each reaction tank, improves the rate of each reaction tank especially nitration reaction；
Meanwhile the setting of flow-disturbing partition, so that oxygen compatibility pool can also play the filtration of suspended sludge bed in water outlet.
Optionally, the flow-disturbing partition is vertically arranged.Flow-disturbing partition is vertically arranged, larger to the resistance of fluid, Ke Yiyou
Effect slows down the flow velocity of fluid, extends residence time and the incorporation time of fluid, the homogeneity of further lifting fluid mixing.
Optionally, on drainage flow direction, the flow-disturbing partition is obliquely installed.Flow-disturbing partition is obliquely installed, fluid pair
The active force of flow-disturbing partition is smaller, and the service life of flow-disturbing partition further extends；Flow-disturbing partition makees the obstruction of fluid simultaneously
With smaller, change in flow of the fluid in oxygen compatibility pool is smaller, facilitates the control of whole device inner fluid speed.
Optionally, the bottom end of the flow-disturbing partition is tilted to the downstream in drainage flow direction.Entrance can thus be formed
Greatly, small turbulence structure is exported, can effectively guide fluid quickly through when fluid passes through flow-disturbing partition bottom end, due to circulation
Sectional area is smaller, and the layering of sludge and sewage is disturbed, and sludge is forced to be sufficiently mixed with sewage, promotes oxygen compatibility pool and subsequent
The MLSS value of reaction tank, improves the rate of each reaction tank especially nitration reaction.
Optionally, the main water inlet tube 7, anaerobic pond 4, anoxic pond 3, aerobic as shown in Figure 1, the application further includes tank body
Pond 1, the first oxygen compatibility pool 5, the second oxygen compatibility pool 6, sedimentation basin 11, water outlet 13, preposition anoxic pond 9, sludge concentration tank 10 are respectively provided with
In the tank body.Will integrated rural sewage-treatment plant associated with entire AAO and SBR technique be arranged in a tank body
Interior, the volume of tank body can be designed according to sewage treatment capacity；Sewage-treatment plant is provided entirely in tank body, overall structure
It is compact, facilitate whole Transporting and installation.
Optionally, one end of the tank body is arranged in the aerobic tank 1, and the sedimentation basin 11 is arranged with water outlet 13 in institute
State the other end of tank body, first oxygen compatibility pool 5 and the second oxygen compatibility pool 6 are arranged side by side, first oxygen compatibility pool 5 and second simultaneous
The one end in oxygen pond 6 connects with the aerobic tank 1, the other end of first oxygen compatibility pool 5 and the second oxygen compatibility pool 6 with it is described
Sedimentation basin 11 connects, and the anoxic pond 3, anaerobic pond 4, preposition anoxic pond 9, sludge concentration tank 10 are sequentially arranged simultaneous described first
Region between oxygen pond 5 and the second oxygen compatibility pool 6, the anoxic pond 3 connect with the aerobic tank 1, the preposition anoxic pond 9 with
The sedimentation basin 11 connects.Two oxygen compatibility pools are arranged in two sides, so that entire sewage-treatment plant topology layout is reasonable, occupy empty
Between it is small, convenient transportation, installation occupies little space, stronger to the adaptability of installation environment, convenient to promote in vast rural area region
It uses.
It optionally, further include Rinsing Area 12, the Rinsing Area 12 is arranged between the sedimentation basin 11 and water outlet 13,
The supernatant of the sedimentation basin 11 enters the water outlet 13 through the Rinsing Area 12.Supernatant after i.e. sedimentation basin 11 precipitates is first
Into Rinsing Area 12, then it is discharged again by Rinsing Area 12 into water outlet 13, Rinsing Area 12 can play certain buffer function,
The sludge in sedimentation basin 11 is prevented to be discharged.
For convenience of the application is understood, referring to the main working process for shown in Fig. 2, introducing the application: sewage from
After main water inlet tube 7 enters, fraction sewage respectively enters 9, two oxygen compatibility pools of preposition anoxic pond, and most of sewage, which is directly entered, to be detested
Then 4 bottom of oxygen pond sequentially enters anoxic pond 3, aerobic tank 1, the first oxygen compatibility pool 5 or the second oxygen compatibility pool 6, sedimentation basin 11, clear water
Slot 12, water outlet 13 see which oxygen compatibility pool is in operating status, which oxygen compatibility pool are entered after the water in aerobic tank 1 comes out；
The supernatant of oxygen compatibility pool enters sedimentation basin 11, and the partial reflux liquid of oxygen compatibility pool enters sludge concentration tank 10；The supernatant of sedimentation basin 11
Liquid enters Rinsing Area 12, and the returned sludge after precipitating enters sludge concentration tank 10；The supernatant of sludge concentration tank 10 passes through supernatant
Liquid return pipe 8 is sent to anoxic pond 3, and the sludge after concentration is sent to preposition anoxic pond 9, then enters anaerobism from preposition anoxic pond 9 again
Pond 4.In this way, denitrification on the one hand can be carried out, dissolved oxygen and nitric acid in reflux thickened sludge on the other hand can be first consumed
Salt, the anoxic then to carry out put phosphorus and provide more favorable condition.Sewage is after above-mentioned process from 13 row of water outlet
Out, sludge, phegma etc. continue to participate in subsequent sewage disposal process；This process is directed to the biggish feelings of sewage inlet
Condition, when sewage inlet is smaller, most sewage is directly entered that oxygen compatibility pool being currently running, oxygen compatibility pool after treatment
It is discharged into sedimentation basin 11, Rinsing Area 12, through water outlet 13, preposition anoxic pond 9, anaerobic pond 4, another oxygen compatibility pool are then only few
It measures sewage to enter, conserves the stage into small flow.
It should be noted that, in this document, the relational terms of such as " first " and " second " or the like are used merely to one
A entity or operation with another entity or operate distinguish, without necessarily requiring or implying these entities or operation it
Between there are any actual relationship or orders.Moreover, the terms "include", "comprise" or its any other variant are intended to
Cover non-exclusive inclusion, so that the process, method, article or equipment for including a series of elements not only includes those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or setting
Standby intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in the process, method, article or apparatus that includes the element.
The above is only the specific embodiment of the application, is made skilled artisans appreciate that or realizing this Shen
Please.Various modifications to these embodiments will be apparent to one skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the application.Therefore, the application
These embodiments as described herein are not intended to be limited to, and are to fit to and applied principle and features of novelty phase one herein
The widest scope of cause.
Claims (8)
1. integrated rural sewage-treatment plant associated with a kind of AAO and SBR technique, which is characterized in that including along drainage flow
What direction was set gradually: main water inlet tube, anaerobic pond, anoxic pond, aerobic tank, the first oxygen compatibility pool/second oxygen compatibility pool, go out sedimentation basin
The mouth of a river, the upstream of the anaerobic pond are equipped with preposition anoxic pond, and the upstream of the preposition anoxic pond is equipped with sludge concentration tank；It is described heavy
Sludge in the pond of shallow lake is delivered in the sludge concentration tank, the partial reflux liquid difference of first oxygen compatibility pool and the second oxygen compatibility pool
The sludge concentration tank is introduced, the supernatant of the sludge concentration tank introduces the anoxic pond, the sludge of the sludge concentration tank
Enter the anaerobic pond through the preposition anoxic pond；First oxygen compatibility pool and the second oxygen compatibility pool alternate run；
First oxygen compatibility pool and the second oxygen compatibility pool are equipped with flow-disturbing partition.
2. integrated rural sewage-treatment plant according to claim 1, which is characterized in that the both ends of the flow-disturbing partition
It is connected with the side wall of corresponding oxygen compatibility pool, there are the gaps passed through for fluid between the flow-disturbing partition and the bottom plate of oxygen compatibility pool.
3. integrated rural sewage-treatment plant according to claim 2, which is characterized in that the flow-disturbing partition is vertically set
It sets.
4. integrated rural sewage-treatment plant according to claim 2, which is characterized in that on drainage flow direction,
The flow-disturbing partition is obliquely installed.
5. integrated rural sewage-treatment plant according to claim 4, which is characterized in that the bottom end of the flow-disturbing partition
It is tilted to the downstream in drainage flow direction.
6. integrated rural sewage-treatment plant according to claim 1-5, which is characterized in that further include tank
Body, it is the main water inlet tube, anaerobic pond, anoxic pond, aerobic tank, the first oxygen compatibility pool, the second oxygen compatibility pool, sedimentation basin, water outlet, preposition
Anoxic pond, sludge concentration tank are arranged in the tank body.
7. integrated rural sewage-treatment plant according to claim 6, which is characterized in that the aerobic tank is arranged in institute
State one end of tank body, the sedimentation basin and water outlet are arranged in the other end of the tank body, first oxygen compatibility pool and second simultaneous
Oxygen pond is arranged side by side, and first oxygen compatibility pool connects with the aerobic tank with one end of the second oxygen compatibility pool, the described first simultaneous oxygen
Pond connects with the sedimentation basin with the other end of the second oxygen compatibility pool, and the anoxic pond, anaerobic pond, preposition anoxic pond, sludge are dense
Contracting pond is sequentially arranged the region between first oxygen compatibility pool and the second oxygen compatibility pool, the anoxic pond and the aerobic tank phase
It connects, the preposition anoxic pond connects with the sedimentation basin.
8. integrated rural sewage-treatment plant according to claim 1, which is characterized in that it further include Rinsing Area, it is described
Rinsing Area is arranged between the sedimentation basin and water outlet, and the supernatant of the sedimentation basin enters the water outlet through the Rinsing Area
Mouthful.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821407877.2U CN209210482U (en) | 2018-08-29 | 2018-08-29 | Integrated rural sewage-treatment plant associated with a kind of AAO and SBR technique |
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| CN201821407877.2U CN209210482U (en) | 2018-08-29 | 2018-08-29 | Integrated rural sewage-treatment plant associated with a kind of AAO and SBR technique |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108892241A (en) * | 2018-08-29 | 2018-11-27 | 陕西朗正环保科技有限公司 | Integrated rural sewage-treatment plant associated with a kind of AAO and SBR technique |
| CN111186912A (en) * | 2019-08-08 | 2020-05-22 | 山东泽汇环保设备有限公司 | Sewage treatment device and sewage treatment process |
-
2018
- 2018-08-29 CN CN201821407877.2U patent/CN209210482U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108892241A (en) * | 2018-08-29 | 2018-11-27 | 陕西朗正环保科技有限公司 | Integrated rural sewage-treatment plant associated with a kind of AAO and SBR technique |
| CN111186912A (en) * | 2019-08-08 | 2020-05-22 | 山东泽汇环保设备有限公司 | Sewage treatment device and sewage treatment process |
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Denomination of utility model: An integrated rural sewage treatment device combined with AAO and SBR process Effective date of registration: 20201010 Granted publication date: 20190806 Pledgee: Xi'an investment and financing Company limited by guarantee Pledgor: SHAANXI LANGZHENG ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. Registration number: Y2020610000171 |
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| CP01 | Change in the name or title of a patent holder |
Address after: 15 / F, building 4, Taihua Jinmao international, No.16, Fenghui South Road, high tech Zone, Xi'an City, Shaanxi Province, 710075 Patentee after: China chemical langzheng Environmental Protection Technology Co.,Ltd. Address before: 15 / F, building 4, Taihua Jinmao international, No.16, Fenghui South Road, high tech Zone, Xi'an City, Shaanxi Province, 710075 Patentee before: SHAANXI LANGZHENG ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |
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Date of cancellation: 20211111 Granted publication date: 20190806 Pledgee: Xi'an investment and Financing Guarantee Co., Ltd Pledgor: Shaanxi langzheng Environmental Protection Technology Co., Ltd Registration number: Y2020610000171 |