CN207108767U - A kind of water course in situ artificial wet land system - Google Patents
A kind of water course in situ artificial wet land system Download PDFInfo
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- CN207108767U CN207108767U CN201721067951.6U CN201721067951U CN207108767U CN 207108767 U CN207108767 U CN 207108767U CN 201721067951 U CN201721067951 U CN 201721067951U CN 207108767 U CN207108767 U CN 207108767U
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- water
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- wet land
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Abstract
A kind of water course in situ artificial wet land system is the utility model is related to, belongs to artificial swamp field；Described water course in situ artificial wet land system mainly includes：Upstream, filtering ponds, water inlet pipe, water intaking valve, strengthen water quality treatment region, water quality flowing process area, shoe, biological barrier, catchment, described reinforcing water quality treatment region includes barricade I, barricade II, connection ring, adjusting flap, water layer, ecological packing layer, ecological gravel layer, modified filler layer, sand filter blanket, drainpipe, the utility model proposes a kind of water course in situ artificial wet land system, pass through low layer water treatment slope design, the physical features gradient can be made full use of, form certain recoil, carry out secondary water treatment, increase water treatment effect, and corresponding behave is made according to flow and flow velocity, meet the requirement of water course in situ artificial wet land system water treatment, simultaneously, it can prevent water flowing from causing river bed treated substance flowing, cause the increase of processing cost, avoid unnecessary potential safety hazard.
Description
Technical field
The utility model belongs to Artificial Wetland Techniques field, specifically, is related to a kind of water course in situ artificial wet land system.
Background technology
Artificial swamp utilizes matrix, water plant and the microorganism in wetland, passes through a series of physical, chemistry and biology
Approach reaches the purpose of purification sewage, with capital expenditure is few, operating cost is low, maintenance and management is relatively easy, treatment effect
The advantages that good.
But with population growth and the fast development of social economy, the discharge capacity of industrial wastewater and sanitary sewage increasingly increases
Add, pollution of estuary is very serious, carries out river course river improvement using artificial swamp mode at this stage, is from land treatment systems, stably
A kind of Novel sewage treatment technology to grow up on the basis of the sewage disposal technologies such as the pool, biofilter, it is mainly using wet
The comprehensive function of ground plant, microorganism removes the pollutant in sewage, and it applies intergrowth of species in the ecosystem, material circulation again
Raw principle, structure and orthofunction principle, on the premise of the benign cycle of Pollutants in Wastewater matter is promoted, give full play to resource
Productive potentialities, the recontamination of environment is prevented, obtain the optimum efficiency of sewage disposal and recycling.
The existing System Development on water course in situ artificial wet land system is perfect not enough, it is impossible to according to the flow of river
And flow velocity makes corresponding change, causes river water quality to run down, and influences surrounding environment；Existing water course in situ artificial swamp
For system when to water treatment, treatment effect is poor, it is impossible to reach the purpose to purify water, meanwhile, existing water course in situ people
Work wet land system easily causes bottom of river channel slip when carrying out water treatment, influences the overall trend in river course, certain peace be present
Full hidden danger.
Therefore, it is necessary to existing water course in situ artificial wet land system is improved so that structure is more reasonable, not
On the premise of increasing a large amount of production costs, the practicality for improving water course in situ artificial wet land system is maximized.
The content of the invention
In order to overcome technical problem present in background technology, the utility model proposes a kind of water course in situ artificial swamp system
System, by low layer water treatment slope design, can make full use of the physical features gradient, form certain recoil, carry out secondary water quality
Processing, increase water treatment effect, and corresponding behave is made according to flow and flow velocity, meet water course in situ artificial wet land system water
The requirement of matter processing, meanwhile, it is capable to prevent water flowing from causing river bed treated substance flowing, the increase of processing cost is caused, is avoided
Unnecessary potential safety hazard.
In order to achieve the above object, the utility model proposes following technical scheme：
Described water course in situ artificial wet land system mainly includes：Upstream, filtering ponds, water inlet pipe, water intaking valve, fortified water
Matter treatment region, water quality flowing process area, shoe, biological barrier, catchment, wherein, filtering is provided with described upstream
Pond, filtering ponds are connected with water inlet pipe, and water inlet pipe is provided with water intaking valve, and described reinforcing water quality treatment region includes barricade I, barricade
IIth, connection ring, adjusting flap, water layer, ecological packing layer, ecological gravel layer, modified filler layer, sand filter blanket, drainpipe, barricade I
Connection ring is provided with, connection ring is hinged with adjusting flap right-hand member, adjusting flap left end lower surface and the upper surface of barricade II, gear
Water layer, ecological packing layer, ecological gravel layer, modified filler layer, sand filter blanket, institute are followed successively by between wall I and barricade II from top to bottom
The water inlet pipe stated is through barricade I and stretches into water layer, and described drainpipe one end is stretched into sand filter blanket, and the other end passes through barricade II
Water quality flowing process area bottom is stretched into, described shoe, which is arranged on, strengthens water quality treatment region and water quality flowing process area bottom
Portion, shoe include anti-slip grid and block, are connected between anti-slip grid with block, and the shoe of flowing water quality treatment region tilts
Set, 5-10 ° of angle of inclination, described flowing water quality treatment region is provided with biological barrier with catchment junction.
Further, described upstream, flowing water quality treatment region, catchment are provided with vegetable layer.
Further, described biological barrier is latticed that grid aperture is 1-2cm.
Further, the spacing of described upstream lower surface and shoe is 50-60cm.
The utility model beneficial effect：
1st, the utility model using tilting by being designed flowing water treatment area, and controls river by adjusting flap
Spillway discharge and treating capacity, can be changed for Various Seasonal river flow, water quality is backwashed, makes full use of physical features slope
Degree, water treatment is preferable with backwash effect, while can also make river course enough oxygen content, and management service is more convenient.
2nd, by designing two level treatment device for water, ensure the effect to stream treatment, and can effectively avoid microorganism and
Plant residue blocks river course, improves treatment effeciency.
3rd, by the design of bottom of river channel shoe, the processed material of bottom of river channel can effectively be avoided with channel flow,
Reduce the efficiency of water treatment.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model shoe dimensional structure diagram.
In figure, 1- upstreams, 2- filtering ponds, 3- water inlet pipes, 4- water intaking valves, 5- vegetable layers, 6- barricades I, 7- barricades II, 8-
Connection ring, 9- adjusting flaps, 10- water layers, 11- ecologies packing layer, 12- ecological gravels layer, 13- modified fillers layer, 14- sand filtrations
Floor, 15- drainpipes, 16- water quality flowing process area, 17- anti-slip grids, 18- blocks, 19- biologies barrier, 20- catchments.
Embodiment
In order that the purpose of this utility model, technical scheme and beneficial effect are clearer, below in conjunction with accompanying drawing, to this
The preferred embodiment of utility model is described in detail, to facilitate the technical staff to understand.
As shown in Figure 1-2, described water course in situ artificial wet land system mainly includes：Upstream 1, filtering ponds 2, water inlet pipe
3rd, water intaking valve 4, reinforcing water quality treatment region, water quality flowing process area 16, shoe, biological barrier 19, catchment 20, upstream
The spacing of 1 lower surface and shoe is 50-60cm.
Wherein, filtering ponds 2 are provided with described upstream 1, filtering ponds 2 are connected with water inlet pipe 3, water inlet pipe 3 be provided with into
Water valve 4, described reinforcing water quality treatment region include barricade I 6, barricade II 7, connection ring 8, adjusting flap 9, water layer 10, ecology and filled out
The bed of material 11, ecological gravel layer 12, modified filler layer 13, sand filter blanket 14, drainpipe 15, barricade I 6 are provided with connection ring 8, connection ring
8 are hinged with the right-hand member of adjusting flap 9, the left end lower surface of adjusting flap 9 and the upper surface of barricade II 7, barricade I 6 and barricade II 7 it
Between be followed successively by water layer 10, ecological packing layer 11, ecological gravel layer 12, modified filler layer 13, sand filter blanket 14 from top to bottom, it is described
Water inlet pipe 3 is through barricade I 6 and stretches into water layer 10, and described one end of drainpipe 15 is stretched into sand filter blanket 14, and the other end passes through gear
Wall II 7 stretches into the bottom of water quality flowing process area 16, by designing two level treatment device for water, ensures the effect to stream treatment,
And can effectively avoid microorganism and plant residue from blocking river course, improve treatment effeciency.
Described shoe, which is arranged on, strengthens water quality treatment region and the bottom of water quality flowing process area 16, and shoe includes
Anti-slip grid 17 and block 18, it is connected with block 18 between anti-slip grid 17, can be effective by the design of bottom of river channel shoe
The processed material of bottom of river channel is avoided with channel flow, reduces the efficiency of water treatment,
The shoe of flowing water quality treatment region is obliquely installed, 5-10 ° of angle of inclination, by being adopted to flowing water treatment area
Designed with tilting, and the spillway discharge and treating capacity in river are controlled by adjusting flap 9, Various Seasonal river flow can be directed to and carried out
Change, water quality is backwashed, makes full use of the physical features gradient, water treatment is preferable with backwash effect, while can also make river
Road enough oxygen content, management service is more convenient, and flowing water quality treatment region is provided with biological barrier 19 with the junction of catchment 20, raw
Thing barrier 19 is latticed, and grid aperture is 1-2cm, avoids river water quality processing obstruction, described upstream 1, flowing water quality
Treatment region, catchment 20 are provided with vegetable layer 5.
The course of work of the present utility model：
Upstream polluted water stream by filtering ponds 2 to polluted water stream carry out primary filter, open water intaking valve 4, current from
Water inlet pipe 3 flow into strengthen water quality treatment region, flowing water respectively by ecological packing layer 11, ecological gravel layer 12, modified filler layer 13,
Flowed into after sand filter blanket 14 through drainpipe 15 in water quality flowing process area 16, and by water flow pressure, from water quality flowing process area 16
Go out to flow into catchment 20 from biological barrier 19 after progress after-treatment, when water treatment is poor, close water intaking valve 4, open and adjust
Turnover panel 9 is saved, the current in water quality flowing process area 16 are recoiled into reinforcing water quality treatment region using the gradient and handled again.
The utility model controls river by being designed using tilting flowing water treatment area by adjusting flap
Spillway discharge and treating capacity, it can be changed for Various Seasonal river flow, water quality is backwashed, makes full use of physical features slope
Degree, water treatment is preferable with backwash effect, while can also make river course enough oxygen content, and management service is more convenient；By setting
Two level treatment device for water is counted, ensures the effect to stream treatment, and can effectively avoid microorganism and plant residue from blocking river course,
Improve treatment effeciency；By the design of bottom of river channel shoe, the processed material of bottom of river channel can be effectively avoided with river course stream
It is dynamic, reduce the efficiency of water treatment.
Finally illustrate, preferred embodiment above is only unrestricted to illustrate the technical solution of the utility model, to the greatest extent
The utility model has been described in detail by above preferred embodiment for pipe, but those skilled in the art should manage
Solution, can make various changes, without departing from the utility model claims book institute to it in the form and details
The scope of restriction.
Claims (4)
- A kind of 1. water course in situ artificial wet land system, it is characterised in that：Described water course in situ artificial wet land system mainly includes： Upstream, filtering ponds, water inlet pipe, water intaking valve, strengthen water quality treatment region, water quality flowing process area, shoe, biological barrier, Catchment, wherein, filtering ponds are provided with described upstream, filtering ponds are connected with water inlet pipe, and water inlet pipe is provided with water intaking valve, institute The reinforcing water quality treatment region stated includes barricade I, barricade II, connection ring, adjusting flap, water layer, ecological packing layer, ecological gravel Layer, modified filler layer, sand filter blanket, drainpipe, barricade I are provided with connection ring, and connection ring is hinged with adjusting flap right-hand member, and regulation is turned over Plate left end lower surface and the upper surface of barricade II, are followed successively by water layer, ecological filler from top to bottom between barricade I and barricade II Layer, ecological gravel layer, modified filler layer, sand filter blanket, described water inlet pipe is through barricade I and stretches into water layer, described draining Pipe one end is stretched into sand filter blanket, and the other end stretches into water quality flowing process area bottom through barricade II, and described shoe is set Strengthening water quality treatment region and water quality flowing process area bottom, shoe includes anti-slip grid and block, between anti-slip grid with gear Block connect, flowing water quality treatment region shoe be obliquely installed, 5-10 ° of angle of inclination, described flowing water quality treatment region with Catchment junction is provided with biological barrier.
- A kind of 2. water course in situ artificial wet land system according to claim 1, it is characterised in that：Described upstream, stream Dynamic water treatment area, catchment are provided with vegetable layer.
- A kind of 3. water course in situ artificial wet land system according to claim 1, it is characterised in that：Described biological barrier is Latticed, grid aperture is 1-2cm.
- A kind of 4. water course in situ artificial wet land system according to claim 1, it is characterised in that：Described upstream following table The spacing of face and shoe is 50-60cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721067951.6U CN207108767U (en) | 2017-08-24 | 2017-08-24 | A kind of water course in situ artificial wet land system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721067951.6U CN207108767U (en) | 2017-08-24 | 2017-08-24 | A kind of water course in situ artificial wet land system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207108767U true CN207108767U (en) | 2018-03-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721067951.6U Expired - Fee Related CN207108767U (en) | 2017-08-24 | 2017-08-24 | A kind of water course in situ artificial wet land system |
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| Country | Link |
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| CN (1) | CN207108767U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750631A (en) * | 2019-01-30 | 2019-05-14 | 星景生态环保科技（苏州）有限公司 | A kind of underwater Ecological Retaining Wall |
-
2017
- 2017-08-24 CN CN201721067951.6U patent/CN207108767U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750631A (en) * | 2019-01-30 | 2019-05-14 | 星景生态环保科技（苏州）有限公司 | A kind of underwater Ecological Retaining Wall |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180316 Termination date: 20200824 |