CN208327730U - A kind of artificial swamp handling eutrophic water body - Google Patents
A kind of artificial swamp handling eutrophic water body Download PDFInfo
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- CN208327730U CN208327730U CN201820639698.5U CN201820639698U CN208327730U CN 208327730 U CN208327730 U CN 208327730U CN 201820639698 U CN201820639698 U CN 201820639698U CN 208327730 U CN208327730 U CN 208327730U
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Abstract
The utility model provides a kind of artificial swamp for handling eutrophic water body, including the first water inlet line, artificial swamp pond and zeolite absorbing unit, wherein, artificial swamp pond includes filled media layer and water distribution pipe network, filled media layer kind is implanted with plant, water distribution pipe network includes the supervisor being connected to the first water inlet line, and it is connected to the multiple groups water distribution branch pipe that supervisor is upper and is connected to supervisor, water distribution branch pipe is plugged in vertically downward in filled media layer, and perforation is arranged in the tube wall of water distribution branch pipe, perforation is less than the particle size of the filled media in filled media layer；Zeolite absorbing unit includes zeolite fill area, the second water inlet line being connected to the first water outlet, second outlet conduit of zeolite fill area bottom is set, wherein, second water inlet line is introduced from the top of the zeolite fill area, branch is arranged in second outlet conduit, forms the second water outlet and reflux line, and the reflux line leads to the filled media layer.
Description
Technical field
The utility model belongs to water environment treatment field more particularly to a kind of artificial swamp and one for handling eutrophic water body
The method of kind processing eutrophic water, specifically, the method for the processing eutrophic water is to utilize artificial wetland treatment eutrophic water
Method.
Background technique
South China water system produces rice, and in order to improve yield, a large amount of nitrogenous fertilizer, phosphate fertilizer are in use with water body
Into river, lead to water eutrophication.Artificial swamp is widely used in handling eutrophic water at present.But wet land system
Nitrification and denitrification ability is poor, and denitrogenation dephosphorizing ability is limited, and wetland operational effect is greatly influenced by temperature, therefore, from
The angle of pollutant removal, the performance of wetland are not able to satisfy desired efficient, stable purification function requirement still.
The means of artificial-strengthening wetland denitrogenation dephosphorizing include: the enzyme and microbial biomass improved in wet land system；Raising system
Dissolved oxygen；Develop group technology, that is, combines different types of wetland in the hope of the maximization of pollutant removal；Select efficient base
Matter improves the adsorption capacity to phosphorus.Current manual strengthen wetland Nitrogen/Phosphorus Removal follow be all raising system nitrification and
The adsorption effect of denitrifying capacity or matrix to nitrogen.However aerator energy consumption is excessive, weakens wetland technology itself
Advantage；Adding the microbial inoculum short time can be improved pollutant removal, but it is excessive to add the time long cost that will lead to, and any
The absorption of matrix leads to its clean-up effect worse and worse there are saturation stage.Especially low temperature season, nitrobacteria lose substantially
Digestion, such as under the conditions of temperature is lower than 5 DEG C, the denitrogenation clean-up effect of artificial-strengthening wetland is especially poor.
Utility model content
The purpose of this utility model is to provide a kind of artificial swamp for handling eutrophic water body and a kind of utilization are artificial
The method of wetland variation eutrophic water, it is intended to solve existing artificial swamp denitrogenate ability it is weak and by artificial swamp pond increase
Aerator and microbial inoculum improve efficiencies of nitrogen removal problem at high cost.
The utility model is realized in this way a kind of artificial swamp for handling eutrophic water body, including for conveying rich battalion
Support the first water inlet line of water, the artificial swamp pond for purifying the eutrophic water and for strengthening the zeolite denitrogenated absorption singly
Member, first water inlet line, the artificial swamp pond and the zeolite absorbing unit are sequentially connected with, wherein the Manual moist
Ground pond includes filled media layer and water distribution pipe network, and the filled media layer kind is implanted with plant, and the water distribution pipe network includes and institute
The supervisor of the first water inlet line connection is stated, and is connected to the multiple groups water distribution branch pipe that the supervisor is upper and is connected to the supervisor,
The water distribution branch pipe is plugged in vertically downward in the filled media layer, and perforation is arranged in the tube wall of the water distribution branch pipe, described
Perforation is less than the particle size of the filled media in the filled media layer, and the artificial swamp pond is far from first water inlet
The side lower end of pipeline offers the first water outlet；
The zeolite absorbing unit includes zeolite fill area, the second water inlet line being connected to first water outlet, if
Set the second outlet conduit in zeolite fill area bottom, wherein second water inlet line is from the zeolite fill area
Top introduces, and branch is arranged in second outlet conduit, forms the second water outlet and reflux line, and the reflux line leads to
The filled media layer.
And a method of using artificial wetland treatment eutrophic water, the method uses such as above-mentioned processing eutrophy
The artificial swamp of water body is realized, comprising the following steps:
By eutrophic water by being transported to water distribution pipe network from the first water inlet line, the richness is sought by the water distribution pipe network
Feeding moisture is fitted on kind of the filled media layer for being implanted with plant, through the first water outlet stream after the filled media layer purified treatment
Out, a purified water is obtained；
First purified water is contained into zeolite fill area via the injection of the second water inlet line, absorption is carried out and denitrogenates, denitrogenate
After qualification, the direct outlet of secondary purification water that will obtain；When denitrogenating unqualified, zeolite fill area is adsorbed by nitrobacteria
Mineralized nitrogen is at NO3 -Afterwards, water outlet is fed back to the artificial swamp pond through the reflux line.
The artificial swamp of processing eutrophic water body provided by the utility model, is provided with for strengthening the zeolite denitrogenated absorption
Unit, the zeolite fill area have very light absorption property using zeolite as filler, can will purify through the artificial swamp pond
Treated, and eutrophic water carries out denitrogenating processing, significantly improves efficiencies of nitrogen removal.Meanwhile by the zeolite absorbing unit
Zeolite fill area adds nitrobacteria, and the mineralized nitrogen adsorbed in zeolite can be NO by the nitrobacteria3-, contain NO3-Water outlet
Artificial swamp pond is returned to through reflux line, N is converted by the effect of the denitrifying bacterium in artificial swamp pond2, so that absorption is full
The zeolite of sum is able to restore absorption property again, while achieving the effect that efficiently to remove N, P.In addition, China's zeolite yield is big, distribution
Extensively, the prices of raw materials are cheap is easy to get, and facilitates the operating cost for reducing the artificial swamp of processing eutrophic water body.
Method provided by the utility model using artificial wetland treatment eutrophic water, will be from artificial swamp pond purified treatment
A purified water afterwards reduces nitrogen content by the strong adsorption treatment of the zeolite fill area；And since the zeolite fill area is inhaled
Attached nitrogen can be by nitrobacteria desorption, therefore, and the zeolite of the zeolite fill area can keep absorption property, and through nitre
Change the ammonia nitrogen of bacterium desorption due to being converted to NO3-, the effect through the denitrifying bacterium in artificial swamp pond is converted into N2, Bu Huizeng
Add the burden of NH_3-N treating.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the artificial swamp of processing eutrophic water body provided by the embodiment of the utility model.
Specific embodiment
In order to which the technical problems to be solved in the utility model, technical solution and beneficial effect is more clearly understood, below
In conjunction with the embodiments, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only
To explain the utility model, it is not used to limit the utility model.
In the description of the present invention, it should be understood that term " first ", " second " are used for description purposes only, and
It cannot be understood as indicating or implying relative importance or implicitly indicate the quantity of indicated technical characteristic.It defines as a result,
The feature of " first ", " second " can explicitly or implicitly include one or more of the features.In the utility model
In description, the meaning of " plurality " is two or more, unless otherwise specifically defined.
The utility model embodiment additionally provides a kind of artificial swamp for handling eutrophic water body, including for conveying rich battalion
It supports the first water inlet line 1 of water, the artificial swamp pond 2 for purifying the eutrophic water and is adsorbed for strengthening the zeolite denitrogenated
Unit 3, the first water inlet line 1, artificial swamp pond 2 and zeolite absorbing unit 3 are sequentially connected with, wherein artificial swamp pond 2 includes filling out
Filling medium layer 21 and water distribution pipe network 22,21 kinds of filled media layer are implanted with plant 23, and water distribution pipe network 22 includes and the first water inlet pipe
The supervisor 221 that road 1 is connected to, and it is connected to the multiple groups water distribution branch pipe 222 being connected on supervisor 221 and with supervisor 221, water distribution branch
Pipe 222 is plugged in vertically downward in filled media layer 21, and the tube wall setting perforation (not shown) of water distribution branch pipe 222, institute
The particle size for the filled media that perforation is less than in filled media layer 21 is stated, artificial swamp pond 2 is in separate first water inlet line 1
Side lower end offers the first water outlet 24；
Zeolite absorbing unit 3 includes zeolite fill area 31, the second water inlet line 32 being connected to the first water outlet 24, setting
The second outlet conduit 33 in 31 bottom of zeolite fill area, wherein the second water inlet line 32 draws from the top of zeolite fill area 31
Enter, branch is arranged in the second outlet conduit 33, forms the second water outlet 331 and reflux line 332, and the reflux line 332 is logical
To filled media layer 21.
The artificial swamp of processing eutrophic water body provided by the embodiment of the utility model, is provided with for strengthening the boiling denitrogenated
Stone absorbing unit 3, zeolite fill area 31 have very light absorption property using zeolite as filler, and energy will be net through artificial swamp pond 2
Change that treated that eutrophic water carries out denitrogenating processing, significantly improves efficiencies of nitrogen removal.Meanwhile passing through the boiling in zeolite absorbing unit
Stone fill area 31 adds nitrobacteria, and the mineralized nitrogen adsorbed in zeolite can be NO by the nitrobacteria3-, contain NO3-Water outlet
Artificial swamp pond 2 is returned to through reflux line 332, N is converted by the effect of the denitrifying bacterium in artificial swamp pond 22, so that inhaling
The zeolite of attached saturation is able to restore absorption property again, while achieving the effect that efficiently to remove N, P.In addition, China's zeolite yield is big,
Widely distributed, the prices of raw materials are cheap to be easy to get, and facilitates the operating cost for reducing the artificial swamp of processing eutrophic water body.
Specifically, the first water inlet line 1 is used for eutrophic water is (high including N, P content in the utility model embodiment
Sewage, waste water etc.) it is conveyed, purified treatment is carried out to enter artificial swamp pond 2.The source of the eutrophic water is not tight
Lattice limitation, can be river sewage.Preferably, the eutrophic water is the eutrophic water after sedimentation, filtration treatment.
The artificial swamp of the utility model embodiment processing eutrophic water body can purify eutrophic water, degrade organic
Object solidifies P, while being nitrogen by part mineralized nitrogen.Wherein, artificial swamp pond 2 includes that kind of the filling for being implanted with plant 23 is situated between
Matter layer 21.Preferably, filled media layer 21 is made of gravel and soil mixing, and the partial size of the gravel is 8-12mm, described
The mass ratio of gravel and soil is (3.5-4.5): 1, to obtain having both the Manual moist of preferable water penetration and sound construction degree
Ground pond 2.Specific preferred, the partial size of the gravel is 10mm, and the mass ratio of the gravel and soil is 4:1.
Preferably, the height of filled media layer 21 at least 50cm or more, so that the solid phosphorus for being conducive to improve nutrition water body turns
Nitrogen function, it is preferred that the height of filled media layer 21 is 50-60cm, most preferably 55cm.
In the utility model embodiment, kind is implanted with reed, the biomembrane that the reed root system is formed on filled media layer 21
Can degradation of organic substances, while the root system of reed can be good at assimilating the P in soil and water body, to reach clean-up effect.
In addition, the nitrification and denitrification effect of dissolved oxygen unevenly formed, so that ammonia nitrogen is converted into N2, reach the work that basis is denitrogenated
With.Certainly, it is noted that withered reed straw should be gathered in, and be caused in P element with preventing it from entering river
Portion's circulation.The implantation time of the reed is preferably spring, and spring temperature is low, and the detergent power in artificial swamp pond 2 is weak, using reed
Reed can improve detergent power to a certain degree.It is further preferred that the planting density of the reed is 20-28 plants/m2, best kind
Density in planting is 24 plants/m2.If the excessively dilute treatment effect of the planting density of the reed is not achieved, overstocked to be difficult to survive, increase cost.
In the utility model embodiment, by water distribution pipe network 22 by from the first water inlet line 1 convey come water distribution to filling out
Filling medium layer 21.Water distribution pipe network 22 includes the supervisor 221 being connected to the first water inlet line 1, and supervisor 221 can be set in Manual moist
2 edge of ground pond also can be set into a plurality of parallel charge 221 and be laid on 21 surface of filled media layer or embedment filled media layer 21
Middle certain thickness, it might even be possible to be arranged to latticed supervisor 221.Further, pipe network further include be connected to supervisor 221 on,
And the multiple groups water distribution branch pipe 222 being connected to supervisor 221, water distribution branch pipe 222 are plugged in filled media layer 21, water distribution branch vertically downward
Pipe 222 is evenly distributed in filled media layer 21.The caliber of water distribution branch pipe 222 is preferably DN32.
Perforation is arranged in the tube wall of water distribution branch pipe 222, and perforation is less than the particle size of the filled media in filled media layer 21.
It is perforated by setting, is evenly dispersed into the eutrophic water inputted from supervisor 221 in filled media layer 21, realization is uniform, has
The purification of effect ground.Preferably, it perforates in the even tube wall distribution of water distribution branch pipe 222.It is further preferred that perforation size be 2~
5mm is discharged rapidly water flow can be effectively ensured, at the same can be avoided perforation it is excessive, the content in artificial swamp pond 2 enters pipe
Road causes to block.
Artificial swamp pond 2 offers first in the side lower end far from the first water inlet line 1 in the utility model embodiment
Water outlet 24 both conveys one come out through artificial swamp pond 2 for identical as the second water inlet line 32 of zeolite absorbing unit 3
Grade water purification；It is also possible to for through treated in artificial swamp pond 2, water purification provides an outlet approach.Preferably, the second water inlet
Branch is arranged in pipeline 32 near the first water outlet 24, is formed the first outlet conduit (not marking in figure), that is, is formed and be directly used in
The discharge outlet of draining, another branch introduce zeolite fill area 31 from the top of zeolite absorbing unit 3.Bifurcation can use valve
Door is controlled, but not limited to this.
Since the detergent power in artificial swamp pond 2 is weaker, it is especially not provided with aerator and additional dispensing bacterial digestion
When, clean-up effect is particularly poor.When temperature lower (such as 5 DEG C or less), artificial swamp pond 2 to denitrogenate ability especially weak.Have
In consideration of it, being provided with the zeolite absorbing unit 3 for strengthening absorption ammonia nitrogen behind artificial swamp pond 2 in the utility model embodiment.Institute
The scale for stating zeolite unit especially highly can be according to water eutrophication degree and wetland scale design, it is preferred that will be described
The height of zeolite unit is designed as the 2/3 of the artificial swamp height, and the water body through artificial wetland treatment further passes through this
The adsorption treatment of the zeolite unit of height usually has preferable efficiencies of nitrogen removal.
Zeolite absorbing unit 3 further includes the second water inlet line 32 being connected to the first water outlet 24, the second water inlet line 32
Level-one water purification through 2 purified treatment of artificial swamp pond is transported to zeolite fill area 31, to carry out reinforcing absorption.Zeolite absorption
Unit 3 includes zeolite fill area 31, and zeolite fill area 31 realizes the efficient absorption of ammonia nitrogen using zeolite as adsorption stuffing.It is preferred that
, the sized zeolite particles of the zeolite unit are 20~40 mesh, are conducive to efficient absorption and the cleaning of ammonia nitrogen.
Since zeolite is adsorption stuffing, and adsorption stuffing can have adsorption saturation, and the zeolite after adsorption saturation no longer has
It is standby to denitrogenate ability.In view of this, the adsorption activity in order to guarantee zeolite fill area 31, the zeolite fill area 31 after adsorption saturation
In be added with nitrifying bacterial agent.The mineralized nitrogen that the nitrifying bacterial agent can adsorb zeolite is NO3-(contain NO3-Water outlet
Artificial swamp pond 2 is returned to through reflux line 332, N is converted by the effect of the denitrifying bacterium in artificial swamp pond 22, Bu Huizeng
Add artificial swamp pond 2 denitrogenates pressure), to realize the desorption of zeolite, keep the adsorption activity of zeolite fill area 31.
Preferably, 0.01~0.05ml/L of dosage of the nitrifying bacterial agent, to have preferable mineralized nitrogen
Effect.It is further preferred that the nitrifying bacterial agent is " section's enlightening " liquid nitrifying bacterial agent, such microbial inoculum not only operates letter
It is single, it is often more important that high survival rate help to obtain efficient and stable mineralized nitrogen effect.
In the utility model embodiment, zeolite absorbing unit 3 further includes being arranged in the second of 31 bottom of zeolite fill area to go out
Waterpipe 33 will be drawn through the purified water outlet of zeolite fill area 31.Branch is arranged in second outlet conduit 33, forms the second water outlet
Mouth 331 and reflux line 332, the second water outlet 331 and reflux line 332 can be controlled by valve.Wherein, reflux line
332 lead to filled media layer 21, for that will contain NO3-Water outlet be vented back to filled media layer 21.
And the utility model embodiment additionally provides a kind of method using artificial wetland treatment eutrophic water, it is described
Method uses the artificial swamp such as above-mentioned processing eutrophic water body to realize, comprising the following steps:
It S01., will be described by the water distribution pipe network by eutrophic water by being transported to water distribution pipe network from the first water inlet line
Eutrophic water is assigned to kind of the filled media layer for being implanted with plant, through the first water outlet after the filled media layer purified treatment
Outflow, obtains a purified water；
S02. first purified water is contained into zeolite fill area via the injection of the second water inlet line, carries out absorption and denitrogenates,
After denitrogenating qualification, the direct outlet of secondary purification water that will obtain；When denitrogenating unqualified, zeolite fill area is inhaled by nitrobacteria
Attached mineralized nitrogen is at NO3 -Afterwards, water outlet is fed back to the artificial swamp pond through the reflux line.
Method provided by the embodiment of the utility model using artificial wetland treatment eutrophic water, will be net from artificial swamp pond
Change a treated purified water, the strong adsorption treatment for passing through the zeolite fill area reduces nitrogen content；And since the zeolite is filled out
The nitrogen for filling area's absorption can be by nitrobacteria desorption, therefore, and the zeolite of the zeolite fill area can keep absorption property,
And the ammonia nitrogen through nitrobacteria desorption is due to being converted to NO3-, the effect through the denitrifying bacterium in artificial swamp pond is converted into N2,
The burden of NH_3-N treating is not will increase.
Specifically, the setting of the artificial swamp of the processing eutrophic water body is as described above, in order to save length, herein
It repeats no more.
In above-mentioned steps S02, when zeolite does not have adsorption saturation, NH_3-N treating effect is fine, can be improved treatment effect
30%, the obtained direct outlet of secondary purification water；When zeolite reaches adsorption saturation, ammonia nitrogen absorption can not be being realized, at this point, closing
The valve for closing control water outlet (outlet), after nitrobacteria completes desorption, connection water body flows back into filled media layer together,
It will be by the NO of mineralized nitrogen3-It is changed into nitrogen through denitrification.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (5)
1. a kind of artificial swamp for handling eutrophic water body, which is characterized in that including the first water inlet for conveying eutrophic water
Pipeline, the artificial swamp pond for purifying the eutrophic water and for strengthening the zeolite absorbing unit denitrogenated, described first into
Waterpipe, the artificial swamp pond and the zeolite absorbing unit are sequentially connected with, wherein the artificial swamp pond includes that filling is situated between
Matter layer and water distribution pipe network, the filled media layer kind are implanted with plant, and the water distribution pipe network includes and first water inlet line
The supervisor of connection, and it is connected to the multiple groups water distribution branch pipe that the supervisor is upper and is connected to the supervisor, the water distribution branch pipe hangs down
It is directly plugged in downwards in the filled media layer, and perforation is arranged in the tube wall of the water distribution branch pipe, the perforation is less than described fill out
The particle size of filled media in filling medium layer, the artificial swamp pond is in the side lower end far from first water inlet line
Offer the first water outlet；
The zeolite absorbing unit includes zeolite fill area, the second water inlet line being connected to first water outlet, and setting exists
Second outlet conduit of zeolite fill area bottom, wherein second water inlet line is from the top of the zeolite fill area
Introduce, branch is arranged in second outlet conduit, form the second water outlet and reflux line, and the reflux line lead to it is described
Filled media layer.
2. artificial swamp as described in claim 1, which is characterized in that the sized zeolite particles of the zeolite absorbing unit are 20~40
Mesh.
3. artificial swamp as described in claim 1, which is characterized in that the height of the filled media layer is 50-60cm.
4. artificial swamp as described in any one of claims 1-3, which is characterized in that the water distribution branch pipe is evenly distributed on described
In filled media layer.
5. artificial swamp as claimed in claim 4, which is characterized in that the size of the perforation is 2~5mm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820639698.5U CN208327730U (en) | 2018-04-28 | 2018-04-28 | A kind of artificial swamp handling eutrophic water body |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820639698.5U CN208327730U (en) | 2018-04-28 | 2018-04-28 | A kind of artificial swamp handling eutrophic water body |
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| CN208327730U true CN208327730U (en) | 2019-01-04 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108423946A (en) * | 2018-04-28 | 2018-08-21 | 中电建水环境治理技术有限公司 | A kind of artificial swamp of processing eutrophic water body |
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2018
- 2018-04-28 CN CN201820639698.5U patent/CN208327730U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108423946A (en) * | 2018-04-28 | 2018-08-21 | 中电建水环境治理技术有限公司 | A kind of artificial swamp of processing eutrophic water body |
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Address after: 518000, Guangdong, Baoan District, Xin'an Xin'an Street 1003 Shenzhen Road, No. six financial port C block Patentee after: China Power Construction Ecological Environment Group Co., Ltd Address before: 518000, Guangdong, Baoan District, Xin'an Xin'an Street 1003 Shenzhen Road, No. six financial port C block Patentee before: The electric environment control technology Co Ltd Jianshui |