CN205687730U - A kind of enhanced type horizontal flow artificial wetland processing system - Google Patents
A kind of enhanced type horizontal flow artificial wetland processing system Download PDFInfo
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- CN205687730U CN205687730U CN201521108382.6U CN201521108382U CN205687730U CN 205687730 U CN205687730 U CN 205687730U CN 201521108382 U CN201521108382 U CN 201521108382U CN 205687730 U CN205687730 U CN 205687730U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 55
- 238000006243 chemical reaction Methods 0.000 claims abstract description 27
- 238000005276 aerator Methods 0.000 claims abstract description 13
- 238000005086 pumping Methods 0.000 claims abstract description 10
- 239000000945 filler Substances 0.000 claims description 29
- 238000011049 filling Methods 0.000 claims description 16
- 239000003651 drinking water Substances 0.000 claims description 8
- 235000020188 drinking water Nutrition 0.000 claims description 8
- 239000002245 particle Substances 0.000 claims description 8
- 235000013312 flour Nutrition 0.000 claims description 7
- 239000003415 peat Substances 0.000 claims description 7
- 239000010902 straw Substances 0.000 claims description 7
- 239000002023 wood Substances 0.000 claims description 7
- 238000005469 granulation Methods 0.000 claims description 6
- 230000003179 granulation Effects 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 5
- 238000007667 floating Methods 0.000 claims description 4
- 238000001764 infiltration Methods 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000010865 sewage Substances 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 9
- 238000010521 absorption reaction Methods 0.000 abstract description 4
- 238000006396 nitration reaction Methods 0.000 abstract description 4
- 230000002045 lasting Effects 0.000 abstract description 2
- 230000001580 bacterial Effects 0.000 description 9
- 239000003795 chemical substances by application Substances 0.000 description 9
- 230000000813 microbial Effects 0.000 description 9
- IJGRMHOSHXDMSA-UHFFFAOYSA-N nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 6
- 241000894006 Bacteria Species 0.000 description 5
- 238000005273 aeration Methods 0.000 description 5
- 229910052760 oxygen Inorganic materials 0.000 description 5
- 239000001301 oxygen Substances 0.000 description 5
- MYMOFIZGZYHOMD-UHFFFAOYSA-N oxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 5
- 239000003344 environmental pollutant Substances 0.000 description 4
- 238000011068 load Methods 0.000 description 4
- 231100000719 pollutant Toxicity 0.000 description 4
- 238000010790 dilution Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- 230000003020 moisturizing Effects 0.000 description 3
- 229910052757 nitrogen Inorganic materials 0.000 description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 3
- 229910052698 phosphorus Inorganic materials 0.000 description 3
- 239000011574 phosphorus Substances 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 241000194107 Bacillus megaterium Species 0.000 description 2
- 241000193403 Clostridium Species 0.000 description 2
- 241000233866 Fungi Species 0.000 description 2
- 241000276438 Gadus morhua Species 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 235000019516 cod Nutrition 0.000 description 2
- 230000004059 degradation Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910001385 heavy metal Inorganic materials 0.000 description 2
- 150000002500 ions Chemical class 0.000 description 2
- JVTAAEKCZFNVCJ-UHFFFAOYSA-N lactic acid Chemical compound CC(O)C(O)=O JVTAAEKCZFNVCJ-UHFFFAOYSA-N 0.000 description 2
- 235000014655 lactic acid Nutrition 0.000 description 2
- 239000004310 lactic acid Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 239000004745 nonwoven fabric Substances 0.000 description 2
- 238000004806 packaging method and process Methods 0.000 description 2
- 210000003734 Kidney Anatomy 0.000 description 1
- -1 Nitrogen phosphorus Chemical compound 0.000 description 1
- 230000000844 anti-bacterial Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002068 microbial inoculum Substances 0.000 description 1
- 230000002906 microbiologic Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 235000015816 nutrient absorption Nutrition 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000002786 root growth Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/33—Wastewater or sewage treatment systems using renewable energies using wind energy
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
Abstract
nullThis utility model relates to water treatment field,Particularly relate to one be not easily blocked、Dirt-removing power is good、Effect of damming is good、The enhanced type horizontal flow artificial wetland processing system of lasting effect length,Including one-level ecological pool and two grades of ecological pools,It is provided with energy conversion assembly and aerator in described one-level ecological pool,It is provided with reaction wall between described one-level ecological pool and two grades of ecological pools,Sewage reacted wall horizontal permeation in described one-level ecological pool enters two grades of ecological pools,Described processing system also includes clear water reserviors,Water in described two grades of ecological pools enters clear water reserviors by pumping system,The design of a kind of enhanced type horizontal flow artificial wetland processing system of the present utility model,Present treatment system not only allows for plant action,The also angle from nitration denitrification and absorption takes in,Strengthen plant action,While improving dirt-removing power,Improve again the circulation of artificial wet land treating system,Avoid system that clogging occurs,Prolongation system service life.
Description
Technical field
This utility model relates to water treatment field, particularly relates to a kind of enhanced type horizontal flow artificial wetland processing system.
Background technology
It is known that wetland is as " kidney of the earth ", it is possible not only to water source is provided for ecological environment, regulates the climate, also may be used
So that earth natural water is played purification function.Along with the development of science and technology, people have gradually recognized the importance of wetland, therefore
Artificial swamp produces with regard to this, the artificial swamp efficient hardening ability of wetland variation sewage, has certain denitrogenation dephosphorizing, removal
Organic function.Wherein, artificial wet land treating system is controlledly to be rendered on wetland by sewage, makes sewage along certain side
To flowing, by soil, artificial dielectric, plant, the physics of microorganism, chemistry, biological common effect, it is achieved the one of sewage purification
The system of kind, the water body after process flows out in terminal.
Along with the concern of artificial swamp is got more and more by people, by a large amount of practices and research, to Plants of Constructed Wetlands
The understanding of effect have also been obtained reinforcement, the transmission of oxygen is discharged by root system of plant, increases Dissolved Oxygen in Water;Plant is also by sewage
Nitrogen phosphorus, as Nutrient Absorption, plays the effect cutting dirty and decontamination;Meanwhile, diversified floristics also has and beautifies the environment
Landscape function.Artificial swamp is optimized on Plant choosing and configuration accordingly.
Although artificial swamp understanding is deepened by people step by step, also by making great efforts to design multiple artificial swamp, but existing
Still there is shortcoming more or less in somebody's work wetland.
During artificial swamp removes pollutant, the removal of nitrogen relies primarily on plant action, nitration denitrification effect;
The removal of phosphorus relies primarily on plant action and adsorption.Plant is gradually approved at purification and the landscape function of artificial swamp
And attention, strengthened in artificial swamp is applied, make the wastewater treatment efficiency of system get a promotion.But, plant is to pollution
Retaining of thing is limited with dirt-removing power, is affected the biggest by water quality and ambient temperature, thus while improving plant action
Also need to nitration denitrification and the adsorption of raising system, common improve system receive dirt, dirt-removing power maintain system long
Phase is stable;Furthermore, the general circulation of existing artificial swamp is poor, easily blocks, and significantly reduces the use of artificial swamp
In the life-span, bring unnecessary economic loss to enterprises and institutions.
Utility model content
In order to solve above-mentioned technical problem, this utility model provides that one is not easily blocked, dirt-removing power is good, effect of damming
Good, the enhanced type horizontal flow artificial wetland processing system of lasting effect length.
A kind of enhanced type horizontal flow artificial wetland processing system of the present utility model, including one-level ecological pool and two grades of ecologies
Pond, described one-level ecological pool is provided with water inlet pipe, is provided with energy conversion assembly and aerator in described one-level ecological pool,
The normal work that described energy conversion assembly is aerator provides the energy, and the surrounding kind of described one-level ecological pool is implanted with very water and plants
Thing, is provided with reaction wall between described one-level ecological pool and two grades of ecological pools, described one-level ecological pool is by reacting the infiltration of wall
Function is connected with two grades of ecological pools, plants and be implanted with submerged plant, the surface kind of described two grades of ecological pools in described two grades of ecological pools
Being implanted with floating plant, described processing system also includes clear water reserviors.
Further, described reaction wall vertically-arranged in the horizontal direction is divided into three layers, respectively the gravel filling of both sides and centre
Packing layer, the packing layer of described centre is filled with the first filler.
Further, described two grades of ecological pools being provided with return-flow system and pumping system, described two grades of ecological pools pass through
Return-flow system is connected with one-level ecological pool, and described two grades of ecological pools are connected with clear water reserviors by pumping system.
Further, the particle diameter that size is 1-2cm, queen closer of straw a size of 1-2cm, wood flour in described first filler
Particle diameter for 1-2cm, artificial granulation's peat is 0.5-1cm;
The thickness of described reaction wall is 40-80cm, the degree of depth is 80-120cm, the gravel filling thickness of described reaction wall both sides
Being 10-30cm, the top of described packing layer is reserved with the crushed stone that 5-15cm is thick.
Further, the bottom of described one-level ecological pool is equipped with gravel filling, and the laying depth of described gravel filling is
20-40cm。
Further, the bottom of described two grades of ecological pools is equipped with gravel filling, the second filler the most successively and has
Machine soil.
Further, described first filler and the second filler are all filled by metallic sieve is fixing.
Further, described energy conversion assembly is solar energy, wind energy, the multiple-energy-source transition components of water energy.
Further, the area of described one-level ecological pool is 50-200 m2, degree of depth 0.4-1.0m;Described two grades of ecological pools
Area be 200-600 m2, the degree of depth is 0.4-1.0m.
Further, described return-flow system includes that return duct, described pumping system include drinking-water pipe, and described return duct leads to
Crossing immersible pump and introduce the water into the first ecological pool, described drinking-water pipe introduces the water into clear water reserviors by immersible pump.
By such scheme, this utility model at least has the advantage that and not only allows for plant action, also anti-from nitrification
The angle of nitrification and absorption takes in, strengthen plant action, can not only increase Dissolved Oxygen in Water, reduce organic loading,
Also help the pollutant components such as the nitrogen in removal water body, phosphorus, COD, heavy metal ion, while improving dirt-removing power, improve again
The circulation of artificial wet land treating system, it is to avoid clogging occurs in system, extends system service life.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model
Art means, and can being practiced according to the content of description, below with preferred embodiment of the present utility model and coordinate accompanying drawing detailed
Describe in detail bright as after.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of enhanced type horizontal flow artificial wetland processing system of the present utility model;
1, water inlet pipe;2, emergent aquactic plant;3, energy conversion assembly;4, one-level ecological pool;5, gravel filling;6, first fill out
Material;7, return duct;8, immersible pump;9, floating plant;10, two grades of ecological pools;11, submerged plant;12, drinking-water pipe;13, clear water
Pond;14, impervious barrier;15, organic soil;16, aerator;17, the second filler.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment, detailed description of the invention of the present utility model is described in further detail.Below
Embodiment is used for illustrating this utility model, but is not limited to scope of the present utility model.
Shown in Figure 1, a kind of enhanced type horizontal flow artificial wetland processing system, including one-level ecological pool 4 and two grades of lifes
State pond 10, one-level ecological pool 4 is provided with water inlet pipe 1, and sewage is introduced one-level ecological pool 4 by water inlet pipe 1, in one-level ecological pool 4
Being provided with energy conversion assembly 3 and aerator 16, the normal work that energy conversion assembly 3 is aerator 16 provides the energy,
The surrounding kind of one-level ecological pool 4 is implanted with emergent aquactic plant 2, is provided with reaction wall between one-level ecological pool 4 and two grades of ecological pools 10, and one
Sewage reacted wall horizontal permeation in level ecological pool 4 enters two grades of ecological pools 10, and two grades of ecological pools 10 are provided with return-flow system
And pumping system, the water in two grades of ecological pools 10 carries out moisturizing and dilution, two grades of ecologies by return-flow system to one-level ecological pool 4
Planting in pond 10 and be implanted with submerged plant 11, the surface grafting of two grades of ecological pools 10 has floating plant 9, and processing system also includes clear water reserviors
13, the water in two grades of ecological pools 10 enters clear water reserviors 13 by pumping system.
Reaction wall is divided into three layers in the horizontal direction, respectively the gravel filling 5 of both sides and middle packing layer, packing layer
In the first filler 6 include straw, queen closer, artificial granulation's peat and the mixture of wood flour, and add microbial bacterial agent bag, first
Filler 6 is filled by metallic sieve is fixing.
Straw a size of 1-2cm in first filler 6, the size of wood flour are 1-2cm, the particle diameter of queen closer is 1-2cm, artificial
The particle diameter of pelletize peat is 2-3cm, and straw, wood flour, queen closer, the volume ratio of artificial granulation's peat are 2:2:10:1, microorganism
Microbial inoculum bag is degradable nonwoven fabrics packaging, and microbial bacterial agent bag includes bacillus megaterium, whiterot fungi, lactic acid bacteria, denitrification
Antibacterial and anaerobism clostridium, the weight of microbial bacterial agent bag is the 0.1%-0.3% of the first filler 6 gross weight;
The thickness of reaction wall is 40-80cm, the degree of depth is 80-120cm, and gravel filling 5 thickness of reaction wall both sides is 10-
30cm, the top of packing layer is reserved with the crushed stone that 5-15cm is thick.
The bottom of one-level ecological pool 4 is equipped with gravel filling 5, and the laying depth of gravel filling 5 is 20-40cm.
It is thick that the bottom of two grades of ecological pools 10 is equipped with thick for 10-30cm gravel filling 5,10-30cm the most successively
The organic soil 15 that second filler 17 and 10-30cm is thick.
Second filler 17 includes the brickbat that the wood flour of the straw of a size of 1-2cm, a size of 1-2cm, particle diameter are 1-2cm
Block, particle diameter are artificial granulation's peat of 2-3cm, and straw, wood flour, queen closer, the volume ratio of artificial granulation's peat are 2:2:10:1,
Being also added with microbial bacterial agent bag in second filler 17, microbial bacterial agent bag is degradable nonwoven fabrics packaging, microbial bacterial agent bag
Including bacillus megaterium, whiterot fungi, lactic acid bacteria, denitrifying bacteria and anaerobism clostridium, the weight of microbial bacterial agent bag is
The 0.1%-0.3% of two filler 17 gross weights, the second filler 17 is filled by metallic sieve is fixing.
The area of one-level ecological pool 4 is 50-200 m2, degree of depth 0.4-1.0m;The area of two grades of ecological pools 10 is 200-
600m2, the degree of depth is 0.4-1.0m, and the outer ring of one-level ecological pool 4, reaction wall, two grades of ecological pools 10 and clear water reserviors 13 is enclosed with anti-
Infiltration layer 14, what impervious barrier 14 was processing system is normally carried out providing guarantee.
The living bacteria count of the microbial bacterial agent bag in the first filler 6 or the second filler 17 is all higher than 109cfu/ml。
Energy conversion assembly 3 is solar energy, wind energy, the multiple-energy-source transition components of water energy.
Return-flow system includes return duct 7, and pumping system includes drinking-water pipe 12, and return duct 7 introduces the water into the by immersible pump 8
One ecological pool 4, drinking-water pipe 12 introduces the water into clear water reserviors 13 by immersible pump 8.
In real work, sewage flows into one-level ecological pool 4, one-level ecological pool 4 through water inlet pipe 1 under the effect of compression pump
Middle employing solar energy, wind energy, water can integration and flowing water driving intermittent aerating device 16, the power resources of aerator 16: many
Power and energy controls the electric power of assembly generation and is stored into accumulator by after current rectifying and wave filtering circuit, and accumulator gives aerator again
16 supply electric power, the flowing water in one-level ecological pool 4 drives wheel rotation to carry out aeration simultaneously;During the intermittent aerating of aerator 16
Between be aeration 30s, intermittently 30s.Sewage carries out first order process in one-level ecological pool 4, and aerator 16 uses solar energy, wind
Energy, water can be both economical as aeration power, the most convenient, add dissolved oxygen in water, promote Nitrification, and accelerate Organic substance
Precipitation, reduce organic loading.While aerator 16 aeration, Organic substance gradually precipitates, and treated water is by anti-
Answering wall horizontal permeation to enter two grades of ecological pools 10, wherein reaction wall uses metallic sieve, it is easy to dismounting, is convenient for changing filler;Filler
Use agricultural or trade waste, cheap, there is porous adsorptivity, be alternatively arranged as carbon source needed for microorganism denitrification, outward
The microbial bacterial agent bag added can provide dominant degradation bacteria group.Effectively catching, absorption pollutant, form bio-film colonization, cut down and pollute
Thing load, promotes Denitrification, improves dirt-removing power.
Water reacted wall horizontal permeation in one-level ecological pool 4 enters in two grades of ecological pools 10, spreads bottom two grades of ecological pools 10
If the second filler 17, and the water section of process is back to the first ecological pool 4, the first ecological pool 4 is carried out moisturizing and dilution.With
Time the second filler 17 and as the first filler 6 acts on, two grades of ecological pools 10 not only have effect of reaction wall, are also easy to prick simultaneously
Root, promotes root growth;Furthermore, while to one-level ecological pool 4 moisturizing, dilution, that is tamed by two grades of ecological pools 10 again is micro-
Biological dosing, in one-level ecological pool 4, improves contaminant degradation efficiency, and the clear water finally processed flows into through drinking-water pipe 12
Clear water reserviors 13, complete whole sewage treatment works.
Present treatment system not only allows for plant action, and the also angle from nitration denitrification and absorption takes in, and strengthens
Plant action, uses watercourse aeration, optimizes filler and the backflow of part water, can not only increase Dissolved Oxygen in Water, reduce Organic substance
The pollutant components such as load, the nitrogen also helped in removal water body, phosphorus, COD, heavy metal ion, while improving dirt-removing power, again
Improve the circulation of artificial wet land treating system, it is to avoid clogging occurs in system, extend system service life;Improve sewage
Treatment effeciency, can make water quality be returned back to four class water quality by original the most bad five classes of five classes, and maintain long-term removal effect;System
Integrated operation is convenient, with low cost.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model
Art means, and can being practiced according to the content of description, below with preferred embodiment of the present utility model and coordinate accompanying drawing detailed
Describe in detail bright as after.
The above is only preferred implementation of the present utility model, is not limited to this utility model, it should refer to
Go out, for those skilled in the art, on the premise of without departing from this utility model know-why, it is also possible to
Making some improvement and modification, these improve and modification also should be regarded as protection domain of the present utility model.
Claims (10)
1. an enhanced type horizontal flow artificial wetland processing system, including one-level ecological pool (4) and two grades of ecological pools (10), it is special
Levy and be, described one-level ecological pool (4) is provided with water inlet pipe (1), in described one-level ecological pool (4), is provided with energy conversion group
Part (3) and aerator (16), described energy conversion assembly (3) is that the normal work of aerator (16) provides the energy, described
The surrounding kind of one-level ecological pool (4) is implanted with emergent aquactic plant (2), sets between described one-level ecological pool (4) and two grades of ecological pools (10)
Being equipped with reaction wall, described one-level ecological pool (4) is connected by infiltration function and two grades of ecological pools (10) of reaction wall, and described two
Planting in level ecological pool (10) and be implanted with submerged plant (11), the surface grafting of described two grades of ecological pools (10) has floating plant (9), institute
State processing system and also include clear water reserviors (13).
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 1, it is characterised in that described reaction
Wall vertically-arranged in the horizontal direction is divided into three layers, respectively the gravel filling (5) of both sides and middle packing layer, the filler of described centre
The first filler (6) it is filled with in Ceng.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 1, it is characterised in that described two grades
Being provided with return-flow system and pumping system on ecological pool (10), described two grades of ecological pools (10) are ecological with one-level by return-flow system
Pond (4) is connected, and described two grades of ecological pools (10) are connected with clear water reserviors (13) by pumping system.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 2, it is characterised in that described first
Straw a size of 1-2cm in filler (6), the size of wood flour are 1-2cm, the particle diameter of queen closer is 1-2cm, artificial granulation's peat
Particle diameter is 0.5-1cm;
The thickness of described reaction wall is 40-80cm, the degree of depth is 80-120cm, gravel filling (5) thickness of described reaction wall both sides
Being 10-30cm, the top of described packing layer is reserved with the crushed stone that 5-10cm is thick.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 1, it is characterised in that described one-level
The bottom of ecological pool (4) is equipped with gravel filling (5), and the laying depth of described gravel filling (5) is 20-40cm.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 2, it is characterised in that described two grades
The bottom of ecological pool (10) is equipped with gravel filling (5), the second filler (17) and organic soil (15) the most successively.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 6, it is characterised in that described first
Filler (6) and the second filler (17) are all filled by metallic sieve is fixing.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 1, it is characterised in that the described energy
Transition components (3) is solar energy, wind energy, the multiple-energy-source transition components of water energy.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 1, it is characterised in that described one-level
The area of ecological pool (4) is 50-200m2, degree of depth 0.4-1.0m;The area of described two grades of ecological pools (10) is 200-600m2, deeply
Degree is 0.4-1.0m.
A kind of enhanced type horizontal flow artificial wetland processing system the most according to claim 3, it is characterised in that described time
Streaming system includes return duct (7), and described pumping system includes drinking-water pipe (12), and described return duct (7) passes through immersible pump (8) by water
Introducing the first ecological pool (4), described drinking-water pipe (12) introduces the water into clear water reserviors (13) by immersible pump (8).
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Cited By (1)
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CN105523689A (en) * | 2015-12-28 | 2016-04-27 | 岭南新科生态科技研究院(北京)有限公司 | Reinforced horizontal flow artificial wetland treatment system |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105523689A (en) * | 2015-12-28 | 2016-04-27 | 岭南新科生态科技研究院(北京)有限公司 | Reinforced horizontal flow artificial wetland treatment system |
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Effective date of registration: 20180921 Address after: 523007 10 building, 1 building, extension center, Dongcheng cultural center, Dongyuan Road, Dongcheng Street, Dongguan, Guangdong. Patentee after: South of the Five Ridges ecological culture brigade Limited by Share Ltd Address before: 100015 2035, two floor, 5 building, 5 hospital, Beijing, Chaoyang District. Patentee before: South of the Five Ridges Xinke ecological science and Technology Research Institute (Beijing) Co., Ltd. |