CN202705193U - Garbage percolate treatment system - Google Patents
Garbage percolate treatment system Download PDFInfo
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- CN202705193U CN202705193U CN 201220388408 CN201220388408U CN202705193U CN 202705193 U CN202705193 U CN 202705193U CN 201220388408 CN201220388408 CN 201220388408 CN 201220388408 U CN201220388408 U CN 201220388408U CN 202705193 U CN202705193 U CN 202705193U
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- garbage percolate
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Abstract
The utility model provides a garbage percolate treatment system which is good in treatment effect and low in cost and comprises an anaerobic tank, an aeration tank, a sedimentation tank and an adjusting tank which are sequentially connected. A membrane bioreactor is positioned in the aeration tank and comprises a chemical bag and a membrane arranged outside the chemical bag. The garbage percolate treatment system has the advantages of being capable of running for a long time, low in cost, compact in structure, good in treatment effect, suitable for being widely applied and the like.
Description
Technical field
The utility model relates to a kind of Waste Water Treatment, especially a kind of garbage percolation liquid treating system.
Background technology
Contain the ammonia nitrogen of high density in the percolate that city refuse landfill is discharged, the ammonia nitrogen of hesitation high density is inhibited to microorganism, has a strong impact on the normal operation of percolate biochemical treatment system, causes processing water not up to standard.
The utility model content
The purpose of this utility model provides the garbage percolation liquid treating system that a kind for the treatment of effect is good, cost is low.
Realize the garbage percolation liquid treating system of the utility model purpose, comprise the anaerobic pond, aeration tank, settling tank and the equalizing tank that link to each other successively, be provided with membrane bioreactor in the described aeration tank.
Described membrane bioreactor comprises medicine bag and is positioned at the diaphragm of medicine bag outside.
The beneficial effects of the utility model are as follows: garbage percolation liquid treating system of the present utility model, but long-time running, cost is low, compact construction, treatment effect are good, is fit to widespread use.
Description of drawings
Fig. 1 is the structural representation of garbage percolation liquid treating system of the present utility model.
Embodiment
Embodiment of the present utility model is as follows: as shown in Figure 1, garbage percolation liquid treating system of the present utility model comprises the anaerobic pond 1, aeration tank 2, settling tank 3 and the equalizing tank 4 that link to each other successively, is provided with membrane bioreactor in the described aeration tank 2.Described membrane bioreactor comprises medicine bag and is positioned at the diaphragm of medicine bag outside.
But garbage percolation liquid treating system long-time running of the present utility model has that cost is low, a compact construction, high treating effect, is fit to widespread use.
Embodiment recited above is described preferred implementation of the present utility model; be not that scope of the present utility model is limited; design under the spiritual prerequisite not breaking away from the utility model; various distortion and improvement that the common engineering technical personnel in this area make technical solutions of the utility model all should fall in the definite protection domain of claims of the present utility model.
Claims (2)
1. a garbage percolation liquid treating system is characterized in that: comprise the anaerobic pond, aeration tank, settling tank and the equalizing tank that link to each other successively, be provided with membrane bioreactor in the described aeration tank.
2. garbage percolation liquid treating system according to claim 1 is characterized in that: described membrane bioreactor comprises medicine bag and is positioned at the diaphragm of medicine bag outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220388408 CN202705193U (en) | 2012-08-07 | 2012-08-07 | Garbage percolate treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220388408 CN202705193U (en) | 2012-08-07 | 2012-08-07 | Garbage percolate treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202705193U true CN202705193U (en) | 2013-01-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220388408 Expired - Fee Related CN202705193U (en) | 2012-08-07 | 2012-08-07 | Garbage percolate treatment system |
Country Status (1)
| Country | Link |
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| CN (1) | CN202705193U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104436770A (en) * | 2014-12-01 | 2015-03-25 | 长沙威保特环保科技有限公司 | Pretreatment system and pretreatment method of leachate, in solid waste disposal site, before entering regulating pool |
-
2012
- 2012-08-07 CN CN 201220388408 patent/CN202705193U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104436770A (en) * | 2014-12-01 | 2015-03-25 | 长沙威保特环保科技有限公司 | Pretreatment system and pretreatment method of leachate, in solid waste disposal site, before entering regulating pool |
| CN104436770B (en) * | 2014-12-01 | 2016-05-04 | 长沙威保特环保科技有限公司 | Solid waste is processed percolate in field and is entered the front pretreatment system of regulating reservoir and processing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20130130 Termination date: 20140807 |
|
| EXPY | Termination of patent right or utility model |