CN205115136U - Novel constructed wetland system based on uniform flow to - Google Patents
Novel constructed wetland system based on uniform flow to Download PDFInfo
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- CN205115136U CN205115136U CN201520814870.2U CN201520814870U CN205115136U CN 205115136 U CN205115136 U CN 205115136U CN 201520814870 U CN201520814870 U CN 201520814870U CN 205115136 U CN205115136 U CN 205115136U
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Abstract
The utility model relates to a water purifies technical field, concretely relates to novel constructed wetland system based on uniform flow to, including the reaction cell body, the internal cover of reaction tank is equipped with interior cell body, be equipped with plain soil matrix layer in the interior cell body, be equipped with the gravel layer on the plain soil matrix layer, be equipped with prevention of seepage geotechnique cloth between plain soil matrix layer and the gravel layer, be equipped with the packing layer on the gravel layer, be equipped with water permeability geotechnique cloth between gravel layer and the packing layer, be equipped with the planting soil layer on the packing layer, be equipped with the geotechnological cloth of infiltration between packing layer and the planting soil layer, it has the plant to plant on the planting soil layer, be equipped with the water distribution corridor in the pool wall of reaction cell body, water distribution corridor intercommunication has inlet tube and the outlet pipe corresponding with the inlet tube, be equipped with inlet opening and the apopore corresponding with the inlet opening between reaction cell body and the interior cell body, the inlet opening is higher than the apopore, inlet opening and apopore have several rightly, including the evenly distributed on the lateral wall of cell body. The utility model discloses simple structure, the water purifies evenly, uses extensively.
Description
Technical field
The utility model relates to technical field of water body purification, particularly a kind of novel artificial wet land system based on evenly flowing to.
Background technology
Artificial swamp is a kind of Novel sewage treatment technology that 20 century 70s rise, because it has, buffer capacity is large, convenient management, technique are simple, reduced investment, working cost are low, environmental benefit high, is widely used in the sewage disposal of samll cities and towns and Rural areas.Artificial swamp refers to the simulation of people to natural wetland system, utilizes ecological method to remove pollutent, to reach the object of purifying waste water.Artificial swamp is the ground similar with swampland by artificial construction and controlling run, sewage, mud there is the dosing of control on the artificial wetland built, sewage and mud are in the process flowed in a certain direction, mainly utilize soil, artificial dielectric, plant, the physics of microorganism, chemistry, biological triple synergy, to a kind of technology that sewage, mud process.Its mechanism of action comprises absorption, delay, filtration, redox, precipitation, microbial decomposition, conversion, plant are covered, the effect of residue accumulated, water transpiration and nutrition absorption and all kinds of animal.
Conventional artificial swamp, often lays soil on upper strata, but with weed seed, can be easy to grow weeds, form competitive relation, be unfavorable for the growth of plant with the plant of artificial growth in soil; And the particle of soil is less, is easily taken away by liquid, through the hole of each layer, finally arrive water outlet pipe part, blocking water pipe; The sewage also passed in oriented artificial swamp, the various chemical element content of mud are more, easily cause the crumb structure of soil to be destroyed, cause the water conservation of soil, fertilizer-preserving ability and permeability to reduce, cause soil compaction, be unfavorable for plant-growth, affect the effect of Constructed Wetland For Purifying water body.And if be full gravel or/and rubble, the suitable needs of the size of top layer plant growing layer and the Thickness Ratio of each layer are studied further, not only will be conducive to plant-growth, but also will ensure that gravel can not meticulous blocking water pipe.
Artificial marsh sewage treatment system it can effectively process diversified waste water, as sanitary sewage, trade effluent, percolate, surface runoff rainwater, combined system water drain stormwater overflow water etc.Add up according to investigations, have the wet land system of up to ten thousand Treating Municipal Sewage and various industrial sewage in steady running in Europe and North America, the number of sewage treating artificial wet land other area application in the world is also increasing sharply.
There is the defect that entirety can not move, water purification is uneven, soil is easily brought into water outlet pipe part blocking water pipe in prior art; This has seriously restricted its promotion and application at sewage treatment area; The waterflood system of existing artificial swamp only has one or two, is mostly all in an orientation, can not provides uniformly, also causes the decontamination effect improving of the decontamination effect improving near water outlet and water outlet distant place inconsistent, affects decontamination effect improving.
Utility model content
Goal of the invention of the present utility model is: for prior art Problems existing, provides a kind of novel artificial wet land system based on evenly flowing to.
To achieve these goals, the technical solution adopted in the utility model is:
A kind of novel artificial wet land system based on evenly flowing to, comprise reaction tank body, the vertical section of described reaction tank body is the U-shaped of upper opening, and cross section is circular or square or trilateral or pentagon or ellipse, interior pond body is arranged with in described reaction tank body, plain soil matrix layer is provided with in the body of described interior pond, described plain soil matrix layer is provided with gravel bed, anti-seepage geotextile is provided with between described plain soil matrix layer and gravel bed, described gravel bed is provided with packing layer, water-permeable geotextile is provided with between described gravel bed and packing layer, described packing layer is provided with planting soil layer, infiltration geotextile is provided with between described packing layer and planting soil layer, described planting soil layer is planted and is implanted with plant, water distribution gallery is provided with in the pool wall of described reaction tank body, described water distribution gallery is communicated with water inlet pipe and the rising pipe corresponding with water inlet pipe, prosopyle is provided with and the posticum corresponding with prosopyle between described reaction tank body with interior pond body, described prosopyle is higher than posticum, described prosopyle and posticum have several right, be evenly distributed on the sidewall of interior pond body.Described several to equally distributed corresponding into and out of pipe with can provide several right current into and out of water hole simultaneously, water inlet is more even, and water inlet pipe also shortens to the process of rising pipe, improves the efficiency of water purification and the cleanliness factor of water greatly.
As preferred version of the present utility model, the filler in described packing layer includes coarse sand grain and the gac that mass ratio is 1: 1.
As preferred version of the present utility model, be also filled with E type filler uniformly in described packing layer, described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
As preferred version of the present utility model, in gravel bed, uniform filling has E type filler, and described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
As preferred version of the present utility model, the degree of depth of described reaction tank body is 1.7m or 1.8m or 1.9m or 2m.
As preferred version of the present utility model, described plant be selected from fairy bamboo, boccaro grass, Canna generalis Bailey, Hymenocallis americana, floral leaf Lu Di, Caulis Miscanthis floriduli and again power spend in one or more.
As preferred version of the present utility model, the height of described plant is 0.6-1.8m.
As preferred version of the present utility model, described reaction tank body is stainless steel or concrete material or plastic material.Overturn traditional fixed high-efficiency artificial wetland, stainless steel or concrete material or plastic material can be suited measures to local conditions, and select the shape that needs and material according to situation on the spot, outside surface also can spray the color of needs.
In sum, owing to have employed technique scheme, the beneficial effects of the utility model are: the water treatment scale of this novel described artificial wet land system is probably 1000 ton per days; Take up an area and economize, anti-hydraulic load is strong, and one-piece construction is assembled or integration, and relevant view can be coordinated to make and natural, ecological harmonious coexistence; Can well incorporate mutually with the design and construction in sponge city, scenery gardens can also be created according to demand, also can carry out co-design in conjunction with city square or fountain sight and build; Its principle is on traditional artificial swamp, using view and ecological property as starting point, water inlet adopts the high-order water level pipe water of preorder treatment facility to water distribution gallery, water distribution is carried out in artificial wet land system by (highly for bottom wetland) hole-opening below gallery, through the vertical current+advection of artificial swamp in the inwall posticum of pond body in artificial swamp, flow into wet well finally by pipeline and water outlet to downstream; Artificial wet land system adopt " seepage control measure (geotextile or polyethylene film) " as bottom wetland with the boundary layer of filler, can well permeablely filter.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in detail.
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
Embodiment 1
A kind of novel artificial wet land system based on evenly flowing to, comprise reaction tank body 1, the vertical section of described reaction tank body 1 is the U-shaped of upper opening, and cross section is circular, interior pond body 15 is arranged with in described reaction tank body 1, plain soil matrix layer 2 is provided with in described interior pond body 15, described plain soil matrix layer 2 is provided with gravel bed 3, anti-seepage geotextile 6 is provided with between described plain soil matrix layer 2 and gravel bed 3, described gravel bed 3 is provided with packing layer 4, water-permeable geotextile 7 is provided with between described gravel bed 3 and packing layer 4, described packing layer 4 is provided with planting soil layer 5, the geotextile 8 that seeps water is provided with between described packing layer 4 and planting soil layer 5, described planting soil layer 5 is planted and is implanted with plant 12, water distribution gallery is provided with in the pool wall of described reaction tank body 1, described water distribution gallery is communicated with water inlet pipe 13 and the rising pipe 9 corresponding with water inlet pipe 13, prosopyle 14 and the posticum 11 corresponding with prosopyle 14 is provided with between described reaction tank body 1 with interior pond body 15, described prosopyle 14 is higher than posticum 11, it is several right that described prosopyle 14 and posticum 11 have, be evenly distributed on the sidewall of interior pond body 15.
Filler in described packing layer 4 includes coarse sand grain and the gac that mass ratio is 1: 1.
Also be filled with E type filler uniformly in described packing layer 4, described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
In gravel bed 3, uniform filling has E type filler, and described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
The degree of depth of described reaction tank body 1 is 1.9m.
Described plant 12 be selected from fairy bamboo, boccaro grass, Canna generalis Bailey, Hymenocallis americana, floral leaf Lu Di, Caulis Miscanthis floriduli and again power spend in one or more.
The height of described plant 12 is 1.8m.
Described reaction tank body 1 is stainless steel.
Embodiment 2
A kind of novel artificial wet land system based on evenly flowing to, comprise reaction tank body 1, the vertical section of described reaction tank body 1 is the U-shaped of upper opening, and cross section is circular, interior pond body 15 is arranged with in described reaction tank body 1, plain soil matrix layer 2 is provided with in described interior pond body 15, described plain soil matrix layer 2 is provided with gravel bed 3, anti-seepage geotextile 6 is provided with between described plain soil matrix layer 2 and gravel bed 3, described gravel bed 3 is provided with packing layer 4, water-permeable geotextile 7 is provided with between described gravel bed 3 and packing layer 4, described packing layer 4 is provided with planting soil layer 5, the geotextile 8 that seeps water is provided with between described packing layer 4 and planting soil layer 5, described planting soil layer 5 is planted and is implanted with plant 12, water distribution gallery is provided with in the pool wall of described reaction tank body 1, described water distribution gallery is communicated with water inlet pipe 13 and the rising pipe 9 corresponding with water inlet pipe 13, prosopyle 14 and the posticum 11 corresponding with prosopyle 14 is provided with between described reaction tank body 1 with interior pond body 15, described prosopyle 14 is higher than posticum 11, it is several right that described prosopyle 14 and posticum 11 have, be evenly distributed on the sidewall of interior pond body 15.
Filler in described packing layer 4 includes coarse sand grain and the gac that mass ratio is 1: 1.
Also be filled with E type filler uniformly in described packing layer 4, described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
In gravel bed 3, uniform filling has E type filler, and described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
The degree of depth of described reaction tank body 1 is 1.8m.
Described plant 12 be selected from fairy bamboo, boccaro grass, Canna generalis Bailey, Hymenocallis americana, floral leaf Lu Di, Caulis Miscanthis floriduli and again power spend in one or more.
The height of described plant 12 is 1.8m.
Described reaction tank body 1 is concrete material.
Embodiment 3
A kind of novel artificial wet land system based on evenly flowing to, comprise reaction tank body 1, the vertical section of described reaction tank body 1 is the U-shaped of upper opening, and cross section is square, interior pond body 15 is arranged with in described reaction tank body 1, plain soil matrix layer 2 is provided with in described interior pond body 15, described plain soil matrix layer 2 is provided with gravel bed 3, anti-seepage geotextile 6 is provided with between described plain soil matrix layer 2 and gravel bed 3, described gravel bed 3 is provided with packing layer 4, water-permeable geotextile 7 is provided with between described gravel bed 3 and packing layer 4, described packing layer 4 is provided with planting soil layer 5, the geotextile 8 that seeps water is provided with between described packing layer 4 and planting soil layer 5, described planting soil layer 5 is planted and is implanted with plant 12, water distribution gallery is provided with in the pool wall of described reaction tank body 1, described water distribution gallery is communicated with water inlet pipe 13 and the rising pipe 9 corresponding with water inlet pipe 13, prosopyle 14 and the posticum 11 corresponding with prosopyle 14 is provided with between described reaction tank body 1 with interior pond body 15, described prosopyle 14 is higher than posticum 11, it is several right that described prosopyle 14 and posticum 11 have, be evenly distributed on the sidewall of interior pond body 15.
Filler in described packing layer 4 includes coarse sand grain and the gac that mass ratio is 1: 1.
Also be filled with E type filler uniformly in described packing layer 4, described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
In gravel bed 3, uniform filling has E type filler, and described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
The degree of depth of described reaction tank body 1 is 1.7m.
Described plant 12 be selected from fairy bamboo, boccaro grass, Canna generalis Bailey, Hymenocallis americana, floral leaf Lu Di, Caulis Miscanthis floriduli and again power spend in one or more.
The height of described plant 12 is 0.6m.
Described reaction tank body 1 is stainless steel.
Embodiment 4
A kind of novel artificial wet land system based on evenly flowing to, comprise reaction tank body 1, the vertical section of described reaction tank body 1 is the U-shaped of upper opening, and cross section is square, interior pond body 15 is arranged with in described reaction tank body 1, plain soil matrix layer 2 is provided with in described interior pond body 15, described plain soil matrix layer 2 is provided with gravel bed 3, anti-seepage geotextile 6 is provided with between described plain soil matrix layer 2 and gravel bed 3, described gravel bed 3 is provided with packing layer 4, water-permeable geotextile 7 is provided with between described gravel bed 3 and packing layer 4, described packing layer 4 is provided with planting soil layer 5, the geotextile 8 that seeps water is provided with between described packing layer 4 and planting soil layer 5, described planting soil layer 5 is planted and is implanted with plant 12, water distribution gallery is provided with in the pool wall of described reaction tank body 1, described water distribution gallery is communicated with water inlet pipe 13 and the rising pipe 9 corresponding with water inlet pipe 13, prosopyle 14 and the posticum 11 corresponding with prosopyle 14 is provided with between described reaction tank body 1 with interior pond body 15, described prosopyle 14 is higher than posticum 11, it is several right that described prosopyle 14 and posticum 11 have, be evenly distributed on the sidewall of interior pond body 15.
Filler in described packing layer 4 includes coarse sand grain and the gac that mass ratio is 1: 1.
Also be filled with E type filler uniformly in described packing layer 4, described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
In gravel bed 3, uniform filling has E type filler, and described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
The degree of depth of described reaction tank body 1 is 1.8m.
Described plant 12 be selected from fairy bamboo, boccaro grass, Canna generalis Bailey, Hymenocallis americana, floral leaf Lu Di, Caulis Miscanthis floriduli and again power spend in one or more.
The height of described plant 12 is 1.2m.
Described reaction tank body 1 is concrete material.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (8)
1. the novel artificial wet land system based on the even flow direction, comprise reaction tank body (1), it is characterized in that: the vertical section of described reaction tank body (1) is the U-shaped of upper opening, and cross section is circular or square or trilateral or pentagon or ellipse, interior pond body (15) is arranged with in described reaction tank body (1), plain soil matrix layer (2) is provided with in described interior pond body (15), described plain soil matrix layer (2) is provided with gravel bed (3), anti-seepage geotextile (6) is provided with between described plain soil matrix layer (2) and gravel bed (3), described gravel bed (3) is provided with packing layer (4), water-permeable geotextile (7) is provided with between described gravel bed (3) and packing layer (4), described packing layer (4) is provided with planting soil layer (5), the geotextile (8) that seeps water is provided with between described packing layer (4) and planting soil layer (5), upper kind of described planting soil layer (5) is implanted with plant (12), water distribution gallery is provided with in the pool wall of described reaction tank body (1), described water distribution gallery is communicated with water inlet pipe (13) and the rising pipe (9) corresponding with water inlet pipe (13), described reaction tank body (1) be provided with prosopyle (14) and the posticum (11) corresponding with prosopyle (14) between interior pond body (15), described prosopyle (14) is higher than posticum (11), it is several right that described prosopyle (14) and posticum (11) have, be evenly distributed on the sidewall in interior pond body (15).
2. a kind of novel artificial wet land system based on evenly flowing to according to claim 1, is characterized in that: the filler in described packing layer (4) includes coarse sand grain and the gac that mass ratio is 1: 1.
3. a kind of novel artificial wet land system based on evenly flowing to according to claim 2, it is characterized in that: be also filled with E type filler uniformly in described packing layer (4), described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
4. a kind of novel artificial wet land system based on evenly flowing to according to claim 1, it is characterized in that: in gravel bed (3), uniform filling has E type filler, and described E type filler comprises 30%-40% volcanized rock, 20%-30% oyster shells and 25%-35% Wingdale in mass ratio.
5. a kind of novel artificial wet land system based on evenly flowing to according to claim 1, is characterized in that: the degree of depth of described reaction tank body (1) is 1.7m or 1.8m or 1.9m or 2m.
6. a kind of novel artificial wet land system based on evenly flowing to according to claim 1, is characterized in that: described plant (12) be selected from fairy bamboo, boccaro grass, Canna generalis Bailey, Hymenocallis americana, floral leaf Lu Di, Caulis Miscanthis floriduli, Spiked Loosestrife, iris, water lily, duckweed, eel grass, wear leaf Herba potamogetonis distincti and again power spend in one or more.
7. a kind of novel artificial wet land system based on evenly flowing to according to claim 1, is characterized in that: the height of described plant (12) is 0.6-1.8m.
8. a kind of novel artificial wet land system based on evenly flowing to according to claim 1, is characterized in that: described reaction tank body (1) is stainless steel or concrete material or plastic material.
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| CN201520814870.2U CN205115136U (en) | 2015-10-15 | 2015-10-15 | Novel constructed wetland system based on uniform flow to |
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| CN201520814870.2U CN205115136U (en) | 2015-10-15 | 2015-10-15 | Novel constructed wetland system based on uniform flow to |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105884084A (en) * | 2016-06-01 | 2016-08-24 | 长兴新天龙印染有限公司 | Textile wastewater biomass recycling treatment technology |
| CN106115924A (en) * | 2016-08-15 | 2016-11-16 | 四川省环境保护科学研究院 | Vertical current constructed wetland decentralized type sewage processing equipment |
| CN106337484A (en) * | 2016-10-14 | 2017-01-18 | 天津沃佰艾斯科技有限公司 | Water seepage and flood drainage system based on sponge city |
| CN109493707A (en) * | 2018-10-24 | 2019-03-19 | 上海市政工程设计研究总院（集团）有限公司 | The city planning model of weir pool type sponge community in urban areas |
| CN110002669A (en) * | 2019-03-29 | 2019-07-12 | 浙江农林大学 | A kind of city heavily contaminated river comprehensive processing method |
| 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 |
-
2015
- 2015-10-15 CN CN201520814870.2U patent/CN205115136U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105884084A (en) * | 2016-06-01 | 2016-08-24 | 长兴新天龙印染有限公司 | Textile wastewater biomass recycling treatment technology |
| CN106115924A (en) * | 2016-08-15 | 2016-11-16 | 四川省环境保护科学研究院 | Vertical current constructed wetland decentralized type sewage processing equipment |
| CN106337484A (en) * | 2016-10-14 | 2017-01-18 | 天津沃佰艾斯科技有限公司 | Water seepage and flood drainage system based on sponge city |
| CN109493707A (en) * | 2018-10-24 | 2019-03-19 | 上海市政工程设计研究总院（集团）有限公司 | The city planning model of weir pool type sponge community in urban areas |
| CN110002669A (en) * | 2019-03-29 | 2019-07-12 | 浙江农林大学 | A kind of city heavily contaminated river comprehensive processing method |
| 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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