CN205313339U - Processing system of shrinkproof waste water and scouring waste water - Google Patents
Processing system of shrinkproof waste water and scouring waste water Download PDFInfo
- Publication number
- CN205313339U CN205313339U CN201620068169.5U CN201620068169U CN205313339U CN 205313339 U CN205313339 U CN 205313339U CN 201620068169 U CN201620068169 U CN 201620068169U CN 205313339 U CN205313339 U CN 205313339U
- Authority
- CN
- China
- Prior art keywords
- waste water
- pond
- shrinkproof
- pipeline
- level
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Physical Water Treatments (AREA)
Abstract
The utility model belongs to the technical field of wool effluent disposal system and specifically relates to a processing system of shrinkproof waste water and scouring waste water, it includes scouring waste water source, shrinkproof waste water source, scouring waste water source be connected to preprocessing device no. One, shrinkproof waste water source is connected to preprocessing device no. Two, a preprocessing device and no. Two preprocessing device are connected to one -level oxygen deficiency pond, set gradually the good oxygen pond ASB of one -level, the good oxygen pond CBR of one -level, second grade oxygen deficiency pond, the good oxygen pond ASB of second grade, two sunk ponds, air supporting pond through the pipeline behind one -level oxygen deficiency pond, are provided with the pipeline that emits into the pipe network on the air supporting pond, a preprocessing device, no. Two preprocessing device, two sink ponds all through pipe connection to sludge impoundment. The processing system of this scouring waste water and shrinkproof waste water, its simple structure can realize the joint disposal of scouring waste water and shrinkproof waste water, reduce enterprise equipment and drop into, and it is up to standard effectually to ensure finally to go out water.
Description
Technical field
The utility model relates to wool Waste Water Treatment field, the treatment system of especially a kind of shrinkproof waste water and waste water from washing wool.
Background technology
In existing wool processing enterprise, a large amount of waste water from washing wool and shrinkproof waste water can be produced every day; Due in fresh wool with a small amount of ight soil and impurity, so in the waste water from washing wool produced and shrinkproof waste water except there is more suspended particulate, also there are the organism of high density and kelvin nitrogen etc. Current treatment process is then adopt contact oxidation technology to carry out individual curing by different equipment, it is necessary to using two complete equipments to carry out, cause the utilization ratio of equipment lower, energy consumption is bigger.
Practical novel content
The purpose of this utility model be the deficiency in order to solve above-mentioned technology and provide a kind of structure simple, shrinkproof waste water and waste water from washing wool co-treatment can be made, and the treatment system of the shrinkproof waste water of process excellent result and waste water from washing wool.
In order to achieve the above object, shrinkproof waste water designed by the utility model and the treatment system of waste water from washing wool, it comprises waste water from washing wool source, shrinkproof waste water source, described waste water from washing wool source is connected to a pretreatment unit by pipeline, shrinkproof waste water source is connected to No. two pretreatment units by pipeline, a pretreatment unit and No. two pretreatment units are connected to one-level anoxic pond by pipeline respectively, it is disposed with one-level Aerobic Pond ASB by pipeline after one-level anoxic pond, one-level Aerobic Pond CBR, two grades of anoxic pond, two grades of Aerobic Pond ASB, second pond, air flotation pool, air flotation pool is provided with the pipeline entering pipe network, being connected with mixed-liquor return pipe on pipeline between one-level Aerobic Pond CBR and No. two anoxic pond, described mixed-liquor return pipe is connected to one-level anoxic pond, being provided with mud return line on second pond, mud return line is connected to one-level anoxic pond, described a pretreatment unit, No. two pretreatment units, second ponds are all connected to sludge sump by pipeline.
Technique scheme, waste water from washing wool and shrinkproof waste water are carried out air supporting by existing pretreatment unit respectively, remove major part suspended particulate, all entering anoxic pond, Aerobic Pond etc. successively, denitrifying bacterium is utilized when anoxic pond, taking the organism in sewage as carbon source, in anoxic pond, carry out denitrification, thus real the taking off from waste water of nitrogenous substances is removed;When Aerobic Pond, main function is the biological activity degradation of organic substances utilizing aerobe. While removing most organism, utilize nitrobacteria to carry out digestion, ammonia nitrogen, organonitrogen are oxidized to nitric nitrogen. Mud can be made in second pond to be separated, make mixed solution clarification, concentrate. The setting of mixed-liquor return pipe can be undertaken from denitrification by part mixed-liquor return to one-level anoxic pond, and the setting of mud return line can realize backflow active sludge. Air flotation pool: adding acid or alkali in tap water, adjust ph is to flocculation agent best effort scope; Light-duty flocculation agents such as rear interpolation PAC or do not add flocculation agent, are made by a large amount of micro-bubble the fine suspension such as the colloid in waste water and batting float, discharge system with scum silica frost form. The materialized mud of air flotation pool and the biochemical sludge of second pond are delivered to sludge sump. By the reasonable preparation of each equipment above-mentioned and layout, the mixed solution that can effectively realize waste water from washing wool and shrinkproof waste water carries out co-treatment, can effectively reduce enterprise to the input of equipment, and guarantee the reasonable process of both waste water. And process effective, the consumption of the energy can be saved.
As optimization, described sludge sump is connected to water extracter by pipeline.
The treatment system of the waste water from washing wool that the utility model obtains and shrinkproof waste water, its structure is simple, can realize waste water from washing wool and the co-treatment of shrinkproof waste water, reduces business equipment and drops into, and can effectively guarantee that final outflow water is up to standard.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
Below by embodiment, the utility model will be further described by reference to the accompanying drawings.
Embodiment 1:
As shown in Figure 1, the treatment system of the shrinkproof waste water that the present embodiment describes and waste water from washing wool, it comprises waste water from washing wool source 1, shrinkproof waste water source 2, described waste water from washing wool source 1 is connected to a pretreatment unit 3 by pipeline, shrinkproof waste water source 2 is connected to No. two pretreatment units 4 by pipeline, a pretreatment unit 3 and No. two pretreatment units 4 are connected to one-level anoxic pond 5 by pipeline respectively, it is disposed with one-level Aerobic Pond ASB6 by pipeline after one-level anoxic pond 5, one-level Aerobic Pond CBR7, two grades of anoxic pond 8, two grades of Aerobic Pond ASB9, second pond 10, air flotation pool 11, air flotation pool 11 is provided with the pipeline entering pipe network, being connected with mixed-liquor return pipe 14 on pipeline between one-level Aerobic Pond CBR7 and No. two anoxic pond 8, described mixed-liquor return pipe 14 is connected to one-level anoxic pond 5, being provided with mud return line 15 on second pond 10, mud return line 15 is connected to one-level anoxic pond 5, a described pretreatment unit 3, No. two pretreatment units 4, second ponds 10 are all connected to sludge sump 12 by pipeline, and described sludge sump 12 is connected to water extracter 13 by pipeline.
Claims (2)
1. the treatment system of a shrinkproof waste water and waste water from washing wool, it is characterized in that: it comprises waste water from washing wool source, shrinkproof waste water source, described waste water from washing wool source is connected to a pretreatment unit by pipeline, shrinkproof waste water source is connected to No. two pretreatment units by pipeline, a pretreatment unit and No. two pretreatment units are connected to one-level anoxic pond by pipeline respectively, it is disposed with one-level Aerobic Pond ASB by pipeline after one-level anoxic pond, one-level Aerobic Pond CBR, two grades of anoxic pond, two grades of Aerobic Pond ASB, second pond, air flotation pool, air flotation pool is provided with the pipeline entering pipe network, being connected with mixed-liquor return pipe on pipeline between one-level Aerobic Pond CBR and No. two anoxic pond, described mixed-liquor return pipe is connected to one-level anoxic pond,Being provided with mud return line on second pond, mud return line is connected to one-level anoxic pond; Described a pretreatment unit, No. two pretreatment units, second ponds are all connected to sludge sump by pipeline.
2. the treatment system of a kind of shrinkproof waste water according to claim 1 and waste water from washing wool, is characterized in that: described sludge sump is connected to water extracter by pipeline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620068169.5U CN205313339U (en) | 2016-01-25 | 2016-01-25 | Processing system of shrinkproof waste water and scouring waste water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620068169.5U CN205313339U (en) | 2016-01-25 | 2016-01-25 | Processing system of shrinkproof waste water and scouring waste water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205313339U true CN205313339U (en) | 2016-06-15 |
Family
ID=56205742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620068169.5U Active CN205313339U (en) | 2016-01-25 | 2016-01-25 | Processing system of shrinkproof waste water and scouring waste water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205313339U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108726840A (en) * | 2018-06-02 | 2018-11-02 | 苏州弘宇水处理工程服务有限公司 | Waste water from washing wool comprehensive recycling technique |
-
2016
- 2016-01-25 CN CN201620068169.5U patent/CN205313339U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108726840A (en) * | 2018-06-02 | 2018-11-02 | 苏州弘宇水处理工程服务有限公司 | Waste water from washing wool comprehensive recycling technique |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105585220B (en) | A kind of urban sewage treatment system and purification method | |
| CN102531298B (en) | Sewage treatment device and method for enhanced denitrification A/A/O (Anodic Aluminum Oxide) and deoxygenation BAF (Biological Aerated Filter) | |
| CN104973731A (en) | Domestic wastewater treatment method | |
| CN101973679B (en) | Distributed sewage treatment and regeneration technology | |
| CN114291964B (en) | Sewage treatment system and method for denitrification and phosphorus recovery | |
| CN101811803A (en) | Rubbish leachate biological nitrogen removal process and device | |
| CN103739173A (en) | Kitchen wastewater treatment method | |
| CN206266394U (en) | Integrated scattered domestic sewage treatment device | |
| CN109775933A (en) | A kind of disposable butyronitrile gloves production sewage treatment and intermediate water reuse system | |
| CN207877509U (en) | A kind of device of the intensified denitrification and dephosphorization of low-carbon-source sewage | |
| CN109467267A (en) | Highway guard station service area Decentralized Wastewater Treatment and its method | |
| CN203474595U (en) | Device for recycling domestic sewage in colleges and universities | |
| CN106966506A (en) | A kind of SBR method of wastewater treatment and device that carbon is released including online eddy flow | |
| CN203582658U (en) | Multi-stage aeration reclaimed water treatment system for medium and small towns | |
| CN205313339U (en) | Processing system of shrinkproof waste water and scouring waste water | |
| CN203461924U (en) | Grain and oil production sewage treatment system | |
| CN103539322A (en) | Method for removing nitrogen and phosphorus from sewage and special equipment for implementing method | |
| CN209493447U (en) | A kind of integrated A 2O bioreactor | |
| CN204752469U (en) | Processing apparatus of decentralized high ammonia -nitrogen concentration sewage | |
| CN207811379U (en) | The processing unit of eutrophic sewage is administered using watermifoil | |
| CN207986808U (en) | Solid phase is sustained organic carbon source biological denitrification denitrogenation module | |
| CN216191765U (en) | Integrated sewage treatment equipment | |
| CN110498576A (en) | A kind of efficient low-consume domestic sewage of villages and small towns treatment process | |
| CN101704619A (en) | Process for treating and recycling city sewage water | |
| CN102249412B (en) | Multistage anoxic and anaerobic circulation tail section anoxic activated sludge treatment process and system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 314500 No. 1500 rice road, Indus street, Tongxiang, Zhejiang Patentee after: Zhejiang Juneng Environmental Engineering Co Ltd Address before: 314500, No. 1500 rice road, Indus street, Tongxiang, Zhejiang, Jiaxing Patentee before: ZHEJIANG JUNENG CO., LTD. |
|
| CP03 | Change of name, title or address |