CN206521324U - Drowned flow artificial wet land - Google Patents

Drowned flow artificial wet land Download PDF

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Publication number
CN206521324U
CN206521324U CN201720115286.7U CN201720115286U CN206521324U CN 206521324 U CN206521324 U CN 206521324U CN 201720115286 U CN201720115286 U CN 201720115286U CN 206521324 U CN206521324 U CN 206521324U
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China
Prior art keywords
shell body
water level
porous
layer
inner housing
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Active
Application number
CN201720115286.7U
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Chinese (zh)
Inventor
何军
申振士
刘忠海
付特
常乐
贾鹏飞
王发其
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Golden Garden Landscaping Co Ltd
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Beijing Golden Garden Landscaping Co Ltd
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Priority to CN201720115286.7U priority Critical patent/CN206521324U/en
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Abstract

The utility model belongs to Artificial Wetland Techniques field.A kind of drowned flow artificial wet land, including shell body, interval is laid in multiple inner housings in shell body, and the water level regulation component being arranged between shell body and inner housing, the inner housing bottom is provided with porous fagging, porous fagging top is disposed with geotextiles, boulder bed, backfill layer of sand, porous ceramic grain layer and gravel layer, multiple tracks water distributor is laid with the gravel layer, the porous fagging is provided with collect cavity with inner housing bottom, collect cavity surrounding is provided with and osculum, the water level regulation component includes water level plate and adjustment plate, the shell body top is provided with crossbeam, two groups of corresponding with adjustment plate lifting motors and reel are provided with crossbeam.The utility model water distribution and water outlet can play the effect of uniformity, it is to avoid occur the problem of partial load is excessive to be blocked, for different plant varieties, using different water level controls, rationally effectively realize mass, integrated wetland construction.

Description

Drowned flow artificial wet land
Technical field
The utility model belongs to Artificial Wetland Techniques field, and in particular to a kind of drowned flow artificial wet land.
Background technology
Artificial swamp has the effect of sewage disposal, is widely applied at home in recent years, for artificial swamp system The rational deployment of system and setting, directly determine whether artificial swamp can normally run.Different wet land systems is applied to not Same sewage treatmentmethod and current situation, if layout is unreasonable, it is easy to cause overall blocking, functional deterioration and system It is unstable.Therefore, the experiment and application for carrying out the performance test and artificial wetland treatment effect of artificial swamp are at this stage ten Divide necessary subject study.
The content of the invention
The purpose of this utility model be for above-mentioned problem and shortage there is provided a kind of reasonable in design, compact, Stability is good, can realize mass application, and water distribution is uniform, the drowned flow artificial wet land of overall discharging effect stability.
To reach above-mentioned purpose, adopted the technical scheme that:
A kind of drowned flow artificial wet land, including the shell body of U-shaped channel-shaped, interval are laid in multiple inner casings in shell body Body and the water level regulation component being arranged between shell body and inner housing, the inner housing bottom is provided with porous fagging, porous Fagging top is disposed with geotextiles, boulder bed, backfill layer of sand, porous ceramic grain layer and gravel layer, the gravel layer and laid There is multiple tracks water distributor, the porous fagging is provided with collect cavity with inner housing bottom, and collect cavity surrounding is provided with and osculum, institute State water level regulation component and be coated and fixed and be set in adjustment on the inside of water level plate in the water level plate of interior hull outside and matching Plate, the shell body top, which is provided with crossbeam, crossbeam, is provided with two groups of corresponding with adjustment plate lifting motors and reel, water level Collecting tray is formed between plate and shell body.
The adjustment plate bottom is embedded with sealing ring corresponding with water level plate.
The inner housing is rounded or rectangular configuration.
The both sides of the shell body are provided with travelling platform.
Nonwoven layer is provided between the porous ceramic grain layer and gravel layer.
Using above-mentioned technical proposal, acquired beneficial effect is:
It is reasonable to add up in the utility model structure, and it is added up to by being used to overall structure in socket joint type structure, so that Water distribution and water outlet can play the effect of uniformity, it is to avoid occur the problem of partial load is excessive to be blocked, for difference Plant variety, using different water level controls, rationally effectively realize mass, integrated wetland construction, substantially increase The practicality of Artificial subsurface flow wetland, and the problem of can effectively solve the problem that water resource pollution.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the laying structure schematic diagram of inner housing.
Sequence number in figure:1 it is shell body, 2 be inner housing, 3 be porous fagging, 4 be geotextiles, 5 be boulder bed, 6 is backfill Layer of sand, 7 be porous ceramic grain layer, 8 be gravel layer, 9 be water distributor, 10 be water level plate, 11 be adjustment plate, 12 be crossbeam, 13 be Hang motor, 14 be reel, 15 be collecting tray, 16 be sealing ring, 17 be travelling platform, 18 be osculum, 19 be nonwoven layer.
Embodiment
Embodiment of the present utility model is elaborated below in conjunction with accompanying drawing.
Referring to Fig. 1 and Fig. 2, a kind of drowned flow artificial wet land, including U-shaped channel-shaped shell body 1, interval be laid in shell body Multiple inner housings 2 in 1 and the water level regulation component being arranged between shell body 1 and inner housing 2, the inner housing bottom is set Porous fagging 3 is equipped with, porous fagging top is disposed with geotextiles 4, boulder bed 5, backfill layer of sand 6, porous ceramic grain layer 7 and gravel Multiple tracks water distributor 9 is laid with rock layers 8, the gravel layer 8, the porous fagging is provided with collect cavity with inner housing bottom, collects Water cavity surrounding is provided with and osculum, and the and of water level plate 10 in interior hull outside is coated and fixed in the water level regulation component Matching is set in adjustment plate 11 on the inside of water level plate, the shell body top be provided with crossbeam 12, crossbeam be provided with two groups with The corresponding lifting motor 13 of adjustment plate and reel 14, form collecting tray 15 between water level plate and shell body.
The adjustment plate bottom is embedded with sealing ring 16 corresponding with water level plate.
The inner housing is rounded or rectangular configuration.
The both sides of the shell body are provided with travelling platform 17.
In order to prevent porous ceramic grain from floating, nonwoven layer 19 is provided between porous ceramic grain layer and gravel layer.
It is reasonable to add up in the utility model structure, and it is added up to by being used to overall structure in socket joint type structure, so that Water distribution and water outlet can play the effect of uniformity, it is to avoid occur the problem of partial load is excessive to be blocked, for difference Varieties of plant, using different water level controls, rationally effectively realize mass, integrated wetland construction, substantially increase The practicality of Artificial subsurface flow wetland, and the problem of can effectively solve the problem that water resource pollution.
General principle, principal character and the advantages of the present invention of the present invention has been shown and described above.The technology of the industry Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and that described in above-described embodiment and specification is the present invention Principle, various changes and modifications of the present invention are possible without departing from the spirit and scope of the present invention, these change and Improvement is both fallen within the range of claimed invention.The protection domain of application claims by appended claims and its Equivalent is defined.

Claims (5)

1. a kind of drowned flow artificial wet land, it is characterised in that:Shell body including U-shaped channel-shaped, interval are laid in shell body Multiple inner housings and the water level regulation component being arranged between shell body and inner housing, the inner housing bottom is provided with porous Fagging, porous fagging top is disposed with geotextiles, boulder bed, backfill layer of sand, porous ceramic grain layer and gravel layer, the gravel Be laid with multiple tracks water distributor in layer, the porous fagging and inner housing bottom are provided with collect cavity, collect cavity surrounding be provided with and Osculum, the water level regulation component is coated and fixed to be set in water level plate in the water level plate of interior hull outside and matching The adjustment plate of side, the shell body top be provided with crossbeam, crossbeam be provided with two groups it is corresponding with adjustment plate lifting motors and Reel, forms collecting tray between water level plate and shell body.
2. drowned flow artificial wet land according to claim 1, it is characterised in that:The adjustment plate bottom is embedded with and water level plate Corresponding sealing ring.
3. drowned flow artificial wet land according to claim 1, it is characterised in that:The inner housing is rounded or rectangular configuration.
4. drowned flow artificial wet land according to claim 1, it is characterised in that:It is flat that the both sides of the shell body are provided with walking Platform.
5. drowned flow artificial wet land according to claim 1, it is characterised in that:Set between the porous ceramic grain layer and gravel layer It is equipped with nonwoven layer.
CN201720115286.7U 2017-02-08 2017-02-08 Drowned flow artificial wet land Active CN206521324U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720115286.7U CN206521324U (en) 2017-02-08 2017-02-08 Drowned flow artificial wet land

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720115286.7U CN206521324U (en) 2017-02-08 2017-02-08 Drowned flow artificial wet land

Publications (1)

Publication Number Publication Date
CN206521324U true CN206521324U (en) 2017-09-26

Family

ID=59890358

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720115286.7U Active CN206521324U (en) 2017-02-08 2017-02-08 Drowned flow artificial wet land

Country Status (1)

Country Link
CN (1) CN206521324U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110054369A (en) * 2019-05-31 2019-07-26 山东大学 A kind of pair of oil recovery high-salt sewage artificial swamp Ecological design realizes the method run at standard in winter

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110054369A (en) * 2019-05-31 2019-07-26 山东大学 A kind of pair of oil recovery high-salt sewage artificial swamp Ecological design realizes the method run at standard in winter
CN110054369B (en) * 2019-05-31 2020-05-12 山东大学 Method for achieving standard operation in winter by ecological configuration of oil extraction high-salinity sewage constructed wetland

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