CN208898599U - A kind of artificial wet land system - Google Patents
A kind of artificial wet land system Download PDFInfo
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- CN208898599U CN208898599U CN201821340241.0U CN201821340241U CN208898599U CN 208898599 U CN208898599 U CN 208898599U CN 201821340241 U CN201821340241 U CN 201821340241U CN 208898599 U CN208898599 U CN 208898599U
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Abstract
The utility model provides a kind of artificial wet land system, the artificial wet land system includes inhalant region, vertical subsurface flow wetland unit, horizontal drowned flow artificial wet land unit and the exhalant region that horizontal direction is set gradually, the depth of inhalant region, vertical subsurface flow wetland unit and horizontal drowned flow artificial wet land unit is incremented by successively, the bottom surface of artificial wet land system is inclined-plane, partition is provided between inhalant region and vertical subsurface flow wetland unit, one end of partition towards bottom surface is provided with through-hole, and the bottom of vertical subsurface flow wetland unit is provided with sludge pipe.By implementing the utility model, vertical subsurface flow wetland unit and horizontal drowned flow artificial wet land unit matching are used, secondly the bottom surface of artificial wet land system is inclined-plane, and the bottom of wet land system is provided with sludge pipe, such structure design, the phenomenon that making it difficult to reduced larger molecular organics and dirt to be discharged from the sludge pipe due to self gravity, avoiding the occurrence of artificial wet land system blocking.
Description
Technical field
The utility model relates to water-treatment technology fields, and in particular to a kind of artificial wet land system.
Background technique
Artificial swamp is the ground similar with marshland by manually building and controlling operation, and sewage, sludge are had control
Dosing to the wetland through manually building on, sewage and sludge mainly utilize soil, people during flowing in a certain direction
Work medium, plant, the physics of microorganism, chemistry, the triple synergistic effects of biology, a kind of technology that sewage, sludge are handled.
Artificial swamp is divided into surface current artificial wetland (FWS) and drowned flow artificial wet land by unusual in the way of Inlet and outlet water water distribution
(SFS).Surface current artificial wetland's essential characteristic is mainly that sewage flows on the upper layer of soil, and the water surface is directly contacted with air.It is this
The sewage that the artificial swamp of type is relatively suitble to processing pollutant concentration less high, design is simple, and operating cost is low, but load
Low, dirt-removing power is also limited, and is influenced by natural climate condition big, takes up a large area, sewage, which directly exposes earth's surface, to be produced
Raw stink.The water intake mode of drowned flow artificial wet land is from top to bottom to intake, and sewage is even into packed bed bottom, inside wetland
Reacted, the water outlet after reacting by outlet pipe be discharged, therefore subsurface flow wetland system can make full use of root system of plant with
And it is enriched in the biomembrane of stromal surface.
According to water flow to difference, drowned flow artificial wet land can be divided into two kinds again: horizontal drowned flow and vertical subsurface flow.Horizontal drowned flow
Wet land system hydraulic loading and pollutional load are larger, to the processing such as COD, biochemical oxygen demand (BOD), suspended solid and heavy metal
Effect is good, but since air reaeration is ineffective, and plant root zone oxygen release amount is again limited, so nitrification ability is poor, to ammonia nitrogen and always
The removal rate of nitrogen is relatively low；Vertical subsurface flow wetland can be divided into upstream, downstream and three kinds of tidal current, waterpower shape again
Condition combines the characteristics of free water surface wetland and horizontal subsurface flow wetland.Removal rate ratio of the vertical subsurface flow wetland system to COD, TN
Horizontal drowned flow artificial wet land wants high, and anti-load impact ability is strong, cost of investment is few, running cost also use it is low, but relative to
Horizontal drowned flow artificial wet land, the ability that vertical subsurface flow wetland removes organic matter is bad, and vertical subsurface flow wetland is set
It is standby to require high, operational process complexity.In short, drowned flow artificial wet land climate influences smaller, the higher cost of construction, matrix
It is easy to block, so that water flow on surface be caused to stagnate, the longtime running to system is simultaneously unfavorable.
Nowadays pollutant component is complicated in many sewage, and fluctuation of concentration is big, and due to wetland longtime running, some to be difficult to
The larger molecular organics and suspended matter of degradation, which are largely accumulated in wet land system, to result in blockage, after blocking, artificial swamp system
The infiltration coefficient of the matrix of system can sharply decline, and discharge capacity also decreases, a large amount of direct heaps of sewage for introducing wet land system
On wetland surface, long-term ponding causes stench, mosquitos and flies is caused to breed product, influences surrounding enviroment.
Utility model content
In view of this, the utility model embodiment provides a kind of artificial wet land system, to solve existing artificial swamp
System is easy to happen the problem of clogging.
For this purpose, the utility model embodiment provides following technical solution:
The utility model embodiment provides a kind of artificial wet land system, comprising: is interconnected and horizontal direction is successively set
Inhalant region, vertical subsurface flow wetland unit, horizontal drowned flow artificial wet land unit and the exhalant region set, it is the inhalant region, described
The depth of vertical subsurface flow wetland unit and the horizontal drowned flow artificial wet land unit is incremented by successively；The artificial wet land system
Bottom surface be inclined-plane, between the inhalant region and the vertical subsurface flow wetland unit, the vertical subsurface flow wetland list
It is first that first partition, the one end of the first partition towards the bottom surface are provided between the horizontal drowned flow artificial wet land unit
It is provided with through-hole, the bottom of the vertical subsurface flow wetland unit and the horizontal drowned flow artificial wet land unit is provided with spoil disposal
Pipe.
Optionally, the vertical subsurface flow wetland unit includes the upstream element being successively arranged alternately and downstream list
Member, the upstream element are connected to the downstream unit；The bottom that the upstream element is arranged in the sludge pipe is leaned on
The position of nearly downstream unit；The horizontal drowned flow artificial wet land unit includes the sub- horizontal drowned flow unit of at least three-level connection,
The sub- horizontal drowned flow unit of adjacent two-stage is separated with second partition, and water (flow) direction is opposite.
Optionally, the artificial wet land system further include: vertically diving far from described for the inhalant region is arranged in water inlet pipe
On the side wall of artificial wetland unit.
Optionally, the artificial wet land system further include: mesh grille is vertically arranged in the middle part of the inhalant region, with
The first partition is parallel.
Optionally, the exhalant region includes: overflow weir, and the separate described of the horizontal drowned flow artificial wet land unit is arranged in
On the side wall of vertical subsurface flow wetland unit.
Optionally, the exhalant region further include: braiding channel is arranged in the outside of the overflow weir, sets on the braiding channel
It is equipped with outlet pipe.
Optionally, the vertical subsurface flow wetland unit and the horizontal drowned flow artificial wet land unit be from top to bottom successively
Three layers of Wetland Substrate are provided with, are respectively as follows: upper layer small particle matrix, the big partial size matrix of partial size porous matrix and lower layer in middle layer.
Optionally, the Wetland Substrate includes at least one of: anthracite, ceramic filter material, zeolite, gravel and goose ovum
Stone.
The utility model embodiment technical solution has the advantages that
The utility model embodiment provides a kind of artificial wet land system, the artificial wet land system include horizontal direction successively
Inhalant region, vertical subsurface flow wetland unit, horizontal drowned flow artificial wet land unit and the exhalant region of setting, inhalant region are vertically dived
The depth of artificial wetland unit and horizontal drowned flow artificial wet land unit is incremented by successively, and the bottom surface of artificial wet land system is inclined-plane,
Partition is provided between inhalant region and vertical subsurface flow wetland unit, one end of partition towards bottom surface is provided with through-hole, vertically
The bottom of drowned flow artificial wet land unit is provided with sludge pipe.By the artificial wet land system of the utility model embodiment, adopt first
With compound flow artificial swamp unit, i.e., vertical subsurface flow wetland unit and horizontal drowned flow artificial wet land unit matching are made
With secondly, the bottom surface of artificial wet land system is inclined-plane, inhalant region, vertical subsurface flow wetland unit and horizontal drowned flow artificial are wet
The depth of ground unit is incremented by successively, and is arranged in the bottom of vertical subsurface flow wetland unit and horizontal drowned flow artificial wet land unit
There is sludge pipe, such structure design makes it difficult to reduced larger molecular organics and dirt due to self gravity from this
The phenomenon that being discharged in sludge pipe, avoiding the occurrence of artificial wet land system blocking.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a schematic diagram according to the artificial wet land system of the utility model embodiment；
Fig. 2 is another schematic diagram according to the artificial wet land system of the utility model embodiment；
Appended drawing reference: 1- inhalant region, 11- water inlet pipe, 12- mesh grille, 2- vertical subsurface flow wetland unit, on 21-
Row stream unit, 22- downstream unit, 3- horizontal drowned flow artificial wet land unit, 31- horizontal drowned flow unit, 4- exhalant region, 41-
Braiding channel, 42- outlet pipe, the bottom surface 5-, 61- first partition, 62- second partition, 7- sludge pipe, 8- Wetland Substrate, the upper layer 81- are small
Partial size matrix, partial size matrix in the middle layer 82-, the big partial size matrix of 83- lower layer, 91- wetland plant, 92- soil horizon.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can also be the connection inside two elements, can be wireless connection, be also possible to wired connection.For the common skill of this field
For art personnel, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
In addition, as long as technical characteristic involved in the utility model different embodiments disclosed below is each other
Not constituting conflict can be combined with each other.
A kind of artificial wet land system is provided in the present embodiment, as shown in Figure 1, inhalant region 1, vertical subsurface flow wetland
Unit 2, horizontal drowned flow artificial wet land unit 3 and exhalant region 4 are set gradually in the horizontal direction, and are interconnected, Manual moist
The bottom surface 5 of ground system is inclined-plane, the depth of inhalant region 1, vertical subsurface flow wetland unit 2 and horizontal drowned flow artificial wet land unit 3
It spends incremented by successively.As shown in Figure 1, being provided with first partition 61 between inhalant region 1 and vertical subsurface flow wetland unit 2, this
One end of one partition 61 towards bottom surface 5 is provided with through-hole, and water flow can thus be made to enter vertical subsurface flow Manual moist from inhalant region 1
Ground unit 2 is provided with sludge pipe 7 in the bottom of vertical subsurface flow wetland unit 2 and horizontal drowned flow artificial wet land unit 3.This
The artificial wet land system of utility model embodiment matches vertical subsurface flow wetland unit 2 and horizontal drowned flow artificial wet land unit 3
It is used in combination, keeps it stronger to the detergent power of sewage, also, since the bottom surface of the artificial wet land system 5 is inclined-plane, and
3 bottoms of vertical subsurface flow wetland unit 2 and horizontal drowned flow artificial wet land unit are provided with sludge pipe 7, so that heavy
Product object is since self gravity is easier to accumulate toward obliquely downward, and the sludge pipe 7 being arranged facilitates discharge deposit, avoids Manual moist
Ground system jams solve the problems, such as that existing artificial wet land system is easy to happen clogging.
In a better embodiment, as shown in Figure 1, the vertical subsurface flow wetland unit 2 includes upstream element 21
With downstream unit 22, it is also equipped with vertical partition plate among upstream element 21 and downstream unit 22, the top of the vertical partition plate
End opening, so that upstream element 21 is connected to downstream unit 22, sewage circulates from the bottom to top in upstream element 21,
It from top to bottom circulates in downstream unit 22.In the utility model embodiment, it is provided with a upstream element 21 and one
Downstream unit 22, naturally it is also possible to which, respectively there are two upstream element 21 and two downstream units 22, the utility model is real
It applies example and is not limited system.As shown in Figure 1, horizontal drowned flow artificial wet land unit 3 includes the sub- horizontal drowned flow unit of three-level connection
31, the sub- horizontal drowned flow unit 31 of adjacent two-stage is separated with second partition 62, and two second partitions 62 are horizontally disposed, mutually flat
Row, but aperture position is different, from top to bottom, the aperture position of first second partition 62 is arranged close to downstream unit 22,
The aperture position of second second partition 62 is arranged close to outer wall, so that water flow is in two neighboring sub- horizontal drowned flow unit 31
In it is contrary, to enhance filtration.Similarly, the quantity of the sub- horizontal drowned flow unit 31 can be four or five etc.
Deng the utility model embodiment is not limited system.
In a specific embodiment, the inhalant region 1 of the artificial wet land system of the utility model embodiment further include into
Water pipe 11 and mesh grille 12, wherein the separate vertical subsurface flow wetland unit 2 of inhalant region 1 is arranged in the water inlet pipe 11
On side wall, mesh grille 12 is vertically arranged in the middle part of inhalant region 1, parallel with first partition 61, and inhalant region 1 is divided to for left and right two
Part, sewage enter inhalant region 1 from water inlet pipe 11, then filter by the blocking of mesh grille 12, isolate a part of volume
Biggish polluter enters the inhalant region 1 of right-hand component, inhalant region 1 and upstream element 21 by the sewage of separating and filtering
Between be provided with first partition 61,61 bottom of first partition is provided with through-hole, so that sewage goes successively to upstream from the through-hole
Unit 21.
Exhalant region in above-mentioned specific embodiment, in a better embodiment, which includes overflow weir and collection
Water channel 41, wherein the separate vertical subsurface flow wetland unit 2 of horizontal drowned flow artificial wet land unit 3 is arranged in the overflow weir
On side wall, that is, it is arranged on the outer wall, sewage can be made uniformly to flow out；In the outside of the overflow weir, braiding channel 41, braiding channel are set
Outlet pipe 42 is installed on 41, it is purified by vertical subsurface flow wetland unit 2, horizontal drowned flow artificial wet land unit 3 in this way
Sewage first passes through the overflow weir, uniformly flow to braiding channel 41, is then discharged using outlet pipe 42, avoids the too big draining of water flow not
Uniformly.
The utility model embodiment additionally provides the concrete application of an artificial wet land system, as shown in Fig. 2, the Manual moist
Ground system bottom is inclined-plane, from top to bottom includes wetland plant 91, soil horizon 92, hypothallus and impervious barrier, and top plantation is somebody's turn to do
Wetland plant 91 can and water plant and crops with ornamental value relatively strong for net dirty ability, such as can be Scirpus tabernaemontani,
Lythrum salicaria, Herba Cyperi Glomerati, common calla or Chinese celery etc..Arrow direction in Fig. 2 indicates water (flow) direction, sewage by water inlet pipe enter into
Pool first passes through the separation of mesh grille 12, then enters the filtering of upstream element 21 by through-hole, and the sludge of bottom can pass through
Sludge pipe 7 extracts, and sewage enters back into downstream unit 22 and is filtered, and enters horizontal drowned flow artificial wet land from downstream unit 22
After unit 3, water flow starts bottom horizontal flow sheet, successively after the sub- horizontal drowned flow unit 31 of three-level connection, enters by overflow weir
Braiding channel 41 is discharged using outlet pipe 42.Wherein, vertical current constructed wetland unit 2 and horizontal drowned flow artificial wet land unit 3 from
It is upper and be arranged with three layers of Wetland Substrate 8, respectively upper layer small particle matrix 81, partial size porous matrix 82 and lower layer are big in middle layer
Partial size matrix 83, the Wetland Substrate 8 for example can be anthracite, ceramic filter material, zeolite, gravel and cobblestone, three-level connection
A variety of different adsorption functions and various sizes of hypothallus are equipped with inside sub- horizontal drowned flow unit 31, respectively to enhance to sewage
Adsorption filtration function.Wherein, the big partial size matrix 83 of lower layer primarily serves load-bearing and water distribution uniformity and the uniform effect of catchmenting, and avoids
Artificial wet land system part or large area clogging can not only extend artificial swamp using the time, and be conducive to sewage
Treatment effect；The removal of partial size porous matrix 82 being mainly used for provide microorganism growing environment, to organic matter in middle layer
Processing is mainly completed in this region；The main function of upper layer small particle matrix 81 is to be filtered to sewage and is water plant 91
Root growth provides condition.
The artificial wet land system of the utility model embodiment uses compound flow artificial swamp unit first, i.e., will hang down
Straight drowned flow artificial wet land unit 2 and horizontal drowned flow artificial wet land unit 3 are used cooperatively, secondly, the bottom surface 5 of artificial wet land system is
The depth on inclined-plane, inhalant region 1, vertical subsurface flow wetland unit 2 and horizontal drowned flow artificial wet land unit 3 is incremented by successively, and
The bottom of vertical subsurface flow wetland unit 2 and horizontal drowned flow artificial wet land unit 3 is provided with sludge pipe 7, and such structure is set
Meter, is made it difficult to reduced larger molecular organics and dirt and is discharged from the sludge pipe 7 due to self gravity, avoided the occurrence of
The phenomenon that artificial wet land system blocks.
Obviously, the above embodiments are merely examples for clarifying the description, and does not limit the embodiments.It is right
For those of ordinary skill in the art, can also make on the basis of the above description it is other it is various forms of variation or
It changes.There is no necessity and possibility to exhaust all the enbodiments.And it is extended from this it is obvious variation or
It changes still within the protection scope of the invention.
Claims (8)
1. a kind of artificial wet land system characterized by comprising be interconnected and horizontal direction set gradually inhalant region (1),
Vertical subsurface flow wetland unit (2), horizontal drowned flow artificial wet land unit (3) and exhalant region (4), it is the inhalant region (1), described
The depth of vertical subsurface flow wetland unit (2) and the horizontal drowned flow artificial wet land unit (3) is incremented by successively；
The bottom surface (5) of the artificial wet land system is inclined-plane, the inhalant region (1) and the vertical subsurface flow wetland unit
(2) it is respectively set between, between the vertical subsurface flow wetland unit (2) and the horizontal drowned flow artificial wet land unit (3)
Have first partition (61), one end of first partition (61) towards the bottom surface (5) is provided with through-hole, the vertical subsurface flow people
The bottom of work wetland unit (2) and the horizontal drowned flow artificial wet land unit (3) is provided with sludge pipe (7).
2. artificial wet land system according to claim 1, which is characterized in that the vertical subsurface flow wetland unit (2)
Including the upstream element (21) and downstream unit (22) being successively arranged alternately, the upstream element (21) and the downlink
Flow unit (22) connection；The sludge pipe (7) is arranged in the bottom of the upstream element (21) close to the downstream unit
(22) position；
The horizontal drowned flow artificial wet land unit (3) include at least three-level connection sub- horizontal drowned flow unit (31), adjacent two
The sub- horizontal drowned flow unit (31) of grade is separated with horizontally disposed second partition (62), and water (flow) direction is opposite.
3. artificial wet land system according to claim 1, which is characterized in that the inhalant region (1) includes: water inlet pipe
(11), it is arranged on the side wall far from the vertical subsurface flow wetland unit (2) of the inhalant region (1).
4. artificial wet land system according to claim 1, which is characterized in that the inhalant region (1) further include: mesh grille
(12), it is vertically arranged in the middle part of the inhalant region (1), it is parallel with the first partition (61).
5. artificial wet land system according to claim 1, which is characterized in that the exhalant region (4) includes: overflow weir, if
It sets on the side wall far from the vertical subsurface flow wetland unit (2) of the horizontal drowned flow artificial wet land unit (3).
6. artificial wet land system according to claim 5, which is characterized in that the exhalant region (4) further include: braiding channel
(41), the outside of the overflow weir is set, is provided with outlet pipe (42) on the braiding channel (41).
7. artificial wet land system according to claim 1-6, which is characterized in that the vertical subsurface flow wetland
Unit (2) and the horizontal drowned flow artificial wet land unit (3) are disposed with three layers of Wetland Substrate (8) from top to bottom, are respectively as follows:
The big partial size matrix (83) of partial size porous matrix (82) and lower layer in upper layer small particle matrix (81), middle layer.
8. artificial wet land system according to claim 7, which is characterized in that the Wetland Substrate (8) include it is following at least
One of: anthracite, ceramic filter material, zeolite, gravel and cobblestone.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821340241.0U CN208898599U (en) | 2018-08-20 | 2018-08-20 | A kind of artificial wet land system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201821340241.0U CN208898599U (en) | 2018-08-20 | 2018-08-20 | A kind of artificial wet land system |
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| CN208898599U true CN208898599U (en) | 2019-05-24 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110627336A (en) * | 2019-10-16 | 2019-12-31 | 岭南水务集团有限公司 | Artificial wetland system for treating fluidized sludge |
| CN110790388A (en) * | 2019-11-29 | 2020-02-14 | 北京林业大学 | Composite vertical subsurface flow constructed wetland sewage purification system based on functional filler structure |
-
2018
- 2018-08-20 CN CN201821340241.0U patent/CN208898599U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110627336A (en) * | 2019-10-16 | 2019-12-31 | 岭南水务集团有限公司 | Artificial wetland system for treating fluidized sludge |
| CN110790388A (en) * | 2019-11-29 | 2020-02-14 | 北京林业大学 | Composite vertical subsurface flow constructed wetland sewage purification system based on functional filler structure |
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