CN208136052U - Embrane method high-pressure osmosis formula garbage leachate treatment device - Google Patents
Embrane method high-pressure osmosis formula garbage leachate treatment device Download PDFInfo
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- CN208136052U CN208136052U CN201820458435.4U CN201820458435U CN208136052U CN 208136052 U CN208136052 U CN 208136052U CN 201820458435 U CN201820458435 U CN 201820458435U CN 208136052 U CN208136052 U CN 208136052U
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- filter tank
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- filter
- pipe
- embrane method
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- Processing Of Solid Wastes (AREA)
Abstract
The utility model discloses a kind of embrane method high-pressure osmosis formula garbage leachate treatment devices, including settling tank, settling tank connects aeration tank by bio anaerobic pond, aeration tank connects mechanical filter, mechanical filter is connect by water pump with the top in the first filter tank, the lower section in the first filter tank is successively arranged the second filter tank and third filter tank from top to down, first filter tank, apertured partition is equipped in the middle part of second filter tank and third filter tank, apertured partition is equipped with reverse osmosis membrane, the lower part in the first filter tank is connected with the second filter tank top by first pipe, the lower part in the second filter tank is connected with third filter tank top by second pipe, the lower part in third filter tank is equipped with outlet conduit；Bending up and down repeatedly is equipped in the first pipe and second pipe, the lowest point of bending is equipped with logical dirty valve.The utility model has the advantages that cost is relatively low, structure is simple and it is easy to promote.
Description
Technical field
The utility model belongs to landfill leachate embrane method processing unit field, more particularly to a kind of embrane method high-pressure osmosis formula rubbish
Rubbish is percolated liquid processing device.
Background technique
Rubbish during stacking and landfill due to the biochemical degradations such as be compacted, ferment, while in precipitation and ground
A kind of liquid of the organic or inorganic composition of high concentration is produced under the seepage effect being lauched, we term it landfill leachates.
Landfill leachate is for general municipal sewage, and the harmful substance that inside is contained is more, if direct emission will be right
Environment causes very big pollution.Existing embrane method processing garbage filter liquid device has very much, although can be in landfill leachate
Harmful substance is filtered, but all there are higher cost and the problem of structure is complicated, when the service life of reverse osmosis membrane arrives
When phase, the replacement of reverse osmosis membrane is highly inconvenient.
Therefore, existing embrane method processing garbage filter liquid device there are higher cost, structure is complicated and reverse osmosis membrane replacement
Inconvenient disadvantage.
Utility model content
The purpose of the utility model is to provide a kind of embrane method high-pressure osmosis formula garbage leachate treatment devices.This is practical
It is novel have the advantages that cost is relatively low, structure is simple and reverse osmosis membrane replace it is convenient.
The technical solution of the utility model：Embrane method high-pressure osmosis formula garbage leachate treatment device, including settling tank, sedimentation
Pond connects aeration tank by bio anaerobic pond, and aeration tank connects mechanical filter, and mechanical filter passes through water pump and the first filter tank
Top connection, the lower section in the first filter tank is successively arranged the second filter tank and third filter tank, the first filter tank, the second filter tank from top to down
Be equipped with apertured partition in the middle part of third filter tank, apertured partition is equipped with reverse osmosis membrane, the lower part in the first filter tank and the second filter
Pond top is connected by first pipe, and the lower part in the second filter tank is connected with third filter tank top by second pipe, third filter tank
Lower part be equipped with outlet conduit.
In embrane method high-pressure osmosis formula garbage leachate treatment device above-mentioned, it is all provided on the first pipe and second pipe
There is bending up and down repeatedly, the lowest point of bending is equipped with logical dirty valve.
In embrane method high-pressure osmosis formula garbage leachate treatment device above-mentioned, it is all provided on the first pipe and second pipe
There is valve.
Compared with prior art, the utility model handles landfill leachate classification, is accelerated using the high pressure that gravity generates
The working efficiency of reverse osmosis membrane only only has water pump to consume electric energy in whole work process, and power consumption is very small, and cost is relatively low.
In addition to the first, second, and third filter tank is not existing product in the utility model, remaining combiner is existing, Ke Yizhi
The product in market purchasing is connect, while the structure in the first, second, and third filter tank is also very simple, therefore, the utility model
Structure is simple on the whole.It is overdue when the service life of reverse osmosis membrane since the flattening of reverse osmosis membrane type is set on apertured partition
When, reverse osmosis membrane is very convenient to.
Since the lowest point that first pipe and second pipe are equipped with bending and bending is equipped with valve, first pipe and second
Dredging is easy when pipeline blocks.It can control the hydraulic pressure acted on reverse osmosis membrane by valve, valve opening is biggish
When, the osmotic efficiency of reverse osmosis membrane is higher；When valve opening is lesser, the service life of reverse osmosis membrane is longer.
Therefore, the utility model is with cost is relatively low, structure is simple and the utility model is with cost is relatively low, structure is simple
Convenient advantage is replaced with reverse osmosis membrane.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Label in attached drawing be：1- settling tank, 2- bio anaerobic pond, the aeration tank 3-, 4- mechanical filter, 5- water pump, 6-
First filter tank, the second filter tank 7-, 8- third filter tank, 9- apertured partition, 10- reverse osmosis membrane, 11- first pipe, 12- bending, 13-
Second pipe, 14- outlet conduit, 15- valve.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and examples, but is not intended as to the utility model
The foundation of limitation.
Embodiment.Embrane method high-pressure osmosis formula garbage leachate treatment device, as shown in Figure 1, including settling tank 1, settling tank 1
Aeration tank 3 is connected by bio anaerobic pond 2, aeration tank 3 connects mechanical filter 4, and mechanical filter 4 passes through water pump 5 and first
The top in filter tank 6 connects, and the lower section in the first filter tank 6 is successively arranged the second filter tank 7 and third filter tank 8, the first filter tank from top to down
6, the middle part in the second filter tank 7 and third filter tank 8 is equipped with apertured partition 9, and apertured partition 9 is equipped with reverse osmosis membrane 10, the first filter
The lower part in pond 6 and 7 top of the second filter tank are connected by first pipe 11, and the lower part and 8 top of third filter tank in the second filter tank 7 pass through
Second pipe 13 connects, and the lower part in third filter tank 18 is equipped with outlet conduit 14.
Bending 12 up and down repeatedly is equipped in the first pipe 11 and second pipe 13, the lowest point of bending 12 is equipped with
Logical dirt valve 16.
Valve 15 is equipped on the first pipe 11 and second pipe 13.
Working principle：Sedimentation occurs in settling tank 1 and stays in solid particulate matter in settling tank for landfill leachate, then exists
A part of organic matter is eliminated in bio anaerobic pond 2 by anaerobic reaction, is then eliminated in aeration tank 3 by aerobic reaction another
Then the organic matter of a part eliminates small particle by mechanical filter 4, then enter the first filter tank 6 by water pump 5 and carry out
First sub-percolation, enters the second filter tank 7 through first pipe 11 and carries out the second sub-percolation, enters third filter tank 8 through second pipe 13
Third sub-percolation is carried out, the clean water being finally disposed is flowed out from outlet conduit 14.Landfill leachate is by the first pipe
Remaining deposit is easiest to be deposited in the lowest point of bending 12 when road 11 and second pipe 13, when first pipe 11 or second are managed
When road 13 blocks, logical dirty valve 16 can be opened and dredged.
Therefore, the utility model has the advantages that cost is relatively low, structure is simple and it is easy to promote.
Claims (3)
1. embrane method high-pressure osmosis formula garbage leachate treatment device, it is characterised in that：Including settling tank (1), settling tank (1) passes through
Bio anaerobic pond (2) connects aeration tank (3), and aeration tank (3) connect mechanical filter (4), and mechanical filter (4) passes through water pump
(5) it is connect with the top of the first filter tank (6), the lower section of the first filter tank (6) is successively arranged the second filter tank (7) and third from top to down
Filter tank (8) is equipped with apertured partition (9), apertured partition in the middle part of the first filter tank (6), the second filter tank (7) and third filter tank (8)
(9) reverse osmosis membrane (10) being equipped with, the lower part and the second filter tank (7) top of the first filter tank (6) are connected by first pipe (11),
The lower part and third filter tank (8) top in the second filter tank (7) are connected by second pipe (13), and the lower part of third filter tank (8) is equipped with
Outlet conduit (14).
2. embrane method high-pressure osmosis formula garbage leachate treatment device according to claim 1, it is characterised in that：Described first
Bending (12) up and down repeatedly is equipped on pipeline (11) and second pipe (13), the lowest point of bending (12) is equipped with logical dirty valve
(16)。
3. embrane method high-pressure osmosis formula garbage leachate treatment device according to claim 1, it is characterised in that：Described first
Valve (15) are equipped on pipeline (11) and second pipe (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820458435.4U CN208136052U (en) | 2018-03-30 | 2018-03-30 | Embrane method high-pressure osmosis formula garbage leachate treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820458435.4U CN208136052U (en) | 2018-03-30 | 2018-03-30 | Embrane method high-pressure osmosis formula garbage leachate treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208136052U true CN208136052U (en) | 2018-11-23 |
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ID=64291751
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820458435.4U Active CN208136052U (en) | 2018-03-30 | 2018-03-30 | Embrane method high-pressure osmosis formula garbage leachate treatment device |
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| CN (1) | CN208136052U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114644432A (en) * | 2022-03-30 | 2022-06-21 | 丽水旺能环保能源有限公司 | Membrane method high pressure infiltration formula landfill leachate processing apparatus |
-
2018
- 2018-03-30 CN CN201820458435.4U patent/CN208136052U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114644432A (en) * | 2022-03-30 | 2022-06-21 | 丽水旺能环保能源有限公司 | Membrane method high pressure infiltration formula landfill leachate processing apparatus |
| CN114644432B (en) * | 2022-03-30 | 2023-12-12 | 丽水旺能环保能源有限公司 | Membrane method high-pressure permeation type garbage leachate treatment device |
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