CN204369656U - Rainwater treatment artificial wet land system - Google Patents
Rainwater treatment artificial wet land system Download PDFInfo
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- CN204369656U CN204369656U CN201420799710.0U CN201420799710U CN204369656U CN 204369656 U CN204369656 U CN 204369656U CN 201420799710 U CN201420799710 U CN 201420799710U CN 204369656 U CN204369656 U CN 204369656U
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- rainwater
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- 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
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Sewage (AREA)
- Water Treatment By Sorption (AREA)
Abstract
The utility model belongs to greenery patches environmental technology field, relate to a kind of artificial miniature wetland for early-stage rainwater process, specifically a kind of rainwater treatment artificial wet land system, comprise the rainwater cache pool be arranged in series successively in wetland, clean water basin and vertical current treating pond, the first partition wall is provided with between described rainwater cache pool and clean water basin, first partition wall is provided with the first water distributing pore, the second partition wall is provided with between vertical current treating pond and clean water basin, second partition wall is provided with the second water distributing pore, described vertical current treating pond comprises two-stage series connection and connects and the first vertical current treating pond of level reduction step by step, second vertical current treating pond, described first vertical current treating pond, second vertical current treating pond structure is identical.This wet land system can the early-stage rainwater of urban ground retain store process, rainwater is treated reach emission standard after enter municipal rain pipe, can also directly utilize the rainwater retained to grow water source as muskeg, have obvious ecological, environmental protective feature.
Description
Technical field
The utility model belongs to greenery patches environmental technology field, relates to a kind of artificial miniature wetland for early-stage rainwater process, specifically a kind of rainwater treatment artificial wet land system.
Background technology
Along with the continuous expansion of city size and population, the water pollution that urban rainwater causes more and more causes to be paid attention to widely.In flush period, rainwater collects on earth's surface, washes away ground, carries the various pollutents of a large amount of surficial deposit.Pollutant levels in rainwater are very high, if the rainwater carrying a large amount of pollutent enters water body, will produce serious pollution, damage surface water water ecology the water body of urban inner and periphery thereof.Therefore, the pollution of area source problem because rainwater causes must be solved.
Artificial swamp is emerging sewage disposal technology, low with its cost of investment, purification efficiency is high, safeguard that the advantage such as simple develops rapidly in the whole world, be widely used in the process of agricultural, landscape water and sanitary sewage, it has good removal function and efficacy to the organic pollutant existed in sewage and nitrogen and phosphorus.Utilize soil in artificial swamp, plant, artificial dielectric, the physics of microorganism, chemistry, biological triple synergy, rainwater is processed.Stable artificial swamp, filling surface can adsorb the large number of biological film that many microorganisms are formed, root system of plant is distributed in wetland surface, dependence physics, chemistry, biological synergy complete the scavenging process to rainwater, have the features such as treatment effect is good, technique simple, reduced investment, working cost are low.
Under the theory of building Eco-city, the Pollution abatement of rainwater needs better resolving ideas.Therefore, adopt Artificial Wetland Techniques, from source, solve rainwater problem on the spot, way that is low with cost and that more meet ecological natural effectively solves the city surface source pollution problem of urban rainwater generation.At present, there is larger problem in common artificial swamp, mainly Wetland Substrate top layer easily blocks, and limited artificial swamp matrix is easily saturated to the adsorption of pollutent; Water reservoir easily causes silt to block, and hinders water inlet; Matrix is single.Wetland pond is single, affects overall contamination and removes and adsorption effect.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, there is provided a kind of structure simple, ingenious, rational rainwater treatment artificial wet land system, this wet land system can retain the early-stage rainwater of urban ground and store process, rainwater is treated reach emission standard after enter municipal rain pipe, can also directly utilize the rainwater retained to grow water source as muskeg, have obvious ecological, environmental protective feature.
Technical scheme according to the utility model provides: a kind of rainwater treatment artificial wet land system, it is characterized in that: comprise the rainwater cache pool be arranged in series successively in wetland, clean water basin and vertical current treating pond, the first partition wall is provided with between described rainwater cache pool and clean water basin, first partition wall is provided with the first water distributing pore, the second partition wall is provided with between vertical current treating pond and clean water basin, second partition wall is provided with the second water distributing pore, described vertical current treating pond comprises two-stage series connection and connects and the first vertical current treating pond of level reduction step by step, second vertical current treating pond, described first vertical current treating pond, second vertical current treating pond structure is identical, include the ecological filtering layer set gradually from top to bottom, adsorption layer, metalling, described first vertical current treating pond, the 3rd partition wall is provided with between second vertical current treating pond, 3rd partition wall is provided with the 3rd water distributing pore, described rainwater cache pool is provided with the first water inlet pipe, first row water pipe, first draws hole clearly, and clean water basin are provided with second and draw clearly hole, the second water inlet pipe, second row water pipe, and the second vertical current treating pond end is provided with rising pipe, and rising pipe sets out water valve.
As further improvement of the utility model, described first water inlet pipe is arranged at rainwater cache pool top, and first draws clearly hole is arranged at rainwater cache pool top.
As further improvement of the utility model, described second draws clearly hole is arranged at clean water basin top.
As further improvement of the utility model, the water-in 0.1 ~ 0.3m lower than the water outlet of the first vertical current treating pond of described second vertical current treating pond.
As further improvement of the utility model, described adsorption layer is the mixture of protruded packing, rubble, flyash.
As further improvement of the utility model, the bottom of described rainwater cache pool, clean water basin and vertical current treating pond is provided with impervious barrier.
As further improvement of the utility model, described ecological filtering layer comprise plant in earth's surface reed, Canna generalis Bailey, cyperus alternifolius.
As further improvement of the utility model, described water outlet pipe part arranges gac.
The utility model compared with prior art, advantage is: the collection and treatment on the spot that the utility model adopts the mode of environmental protection low-carbon (LC) that rainwater is disperseed, from source contaminated solution problem, avoiding building large-scale conduit and facility for the central disposal, is a kind of solution of environmental protection; The general water such as the landscape engineering on the utility model and community, square adapts, and water outlet can be back to use community scenery water after suitable process, flush the toilet, can bring green effect also can bring economic benefits; The utility model without operating device, build and operation expense low, greening and the Treated sewage reusing of community can be widely used in; The utility model can solve Wetland Substrate top layer blockage problem effectively, adopts the hypothallus that spherical porous filler combines, and can improve and decompose particulate state organic pollutant in sewage, increase the adsorptive power to nitrogen phosphorus, improve effluent quality; The utility model has water storage function, can utilize and store the growth water source of rainwater for wetland plant in two rainfall interval times.And when rainfall is less, access community scenery water system, forms water cycle.
Accompanying drawing explanation
Fig. 1 is two dimensional structure schematic diagram of the present utility model.
Fig. 2 is vertical section structure schematic diagram of the present utility model.
Embodiment
Below in conjunction with concrete drawings and Examples, the utility model is described in further detail.
As shown in Figure 1 and Figure 2, comprise the first water inlet pipe 1, rainwater cache pool 2, clean water basin 3, first vertical current treating pond 4, first water distributing pore 5, first partition wall 6, second water distributing pore 7, second partition wall 8, the 3rd water distributing pore 9, first row water pipe 10, water discharge valve 11, rising pipe 12, outlet valve 13, first draw clearly hole 14, second and draw clearly hole 15, second water inlet pipe 16, water intaking valve 17, muskeg 18, the 3rd partition wall 19, second vertical current treating pond 20, second row water pipe 21, impervious barrier 22 etc.
As Fig. 1, shown in 2, a kind of rainwater treatment artificial wet land system of the utility model, comprise the rainwater cache pool 2 be arranged in series successively in wetland, clean water basin 3 and vertical current treating pond, the first partition wall 6 is provided with between rainwater cache pool 2 and clean water basin 3, first partition wall 6 is provided with the first water distributing pore 5, be communicated with by the first water distributing pore 5 between rainwater cache pool 2 with clean water basin 3, the second partition wall 8 is provided with between vertical current treating pond and clean water basin 3, second partition wall 8 is provided with the second water distributing pore 7, be communicated with by the second water distributing pore 7 between vertical current treating pond with clean water basin 3, vertical current treating pond comprises two-stage series connection and connects and the first vertical current treating pond 4 of level reduction step by step, second vertical current treating pond 20, described first vertical current treating pond 4, second vertical current treating pond 20 structure is identical, include the ecological filtering layer set gradually from top to bottom, adsorption layer, metalling, described first vertical current treating pond 4, the 3rd partition wall 19 is provided with between second vertical current treating pond 20, 3rd partition wall 19 is provided with the 3rd water distributing pore 9, rainwater cache pool 2 is provided with the first water inlet pipe 1, hole 14 drawn clearly by first row water pipe 10, first, clean water basin 3 are provided with second and draw clearly hole 15, second water inlet pipe 16, second row water pipe 21, second vertical current treating pond 20 end is provided with rising pipe 12, and rising pipe 12 sets out water valve 13, first water inlet pipe 1 is connected with the early-stage rainwater delivery pipe of rainwater-collecting pipe network, second water inlet pipe 16 is connected with community scenery Water circulation system, rising pipe 12 accesses the Water circulation system in municipal rainwater drainage well or community by outlet valve 13, first row water pipe 10, second row water pipe 21 are arranged respectively a water discharge valve 11, first row water pipe 10, both second row water pipes 21 water outlet access municipal wastewater well.
First water inlet pipe 1 is arranged at rainwater cache pool 2 top, and first draws clearly hole 14 is arranged at rainwater cache pool 2 top, draws clearly hole 14 and conveniently draws clearly the heavy mud in pond, prevent blocking by first.
Second draws clearly hole 15 is arranged at clean water basin 3 top, is drawn clearly, place blocking further by the second heavy mud drawn clearly in pond, 15 pairs, hole.
Water-in 0.1 ~ the 0.3m lower than the water outlet of the first vertical current treating pond 4 of described second vertical current treating pond 20.
Adsorption layer in the utility model is the mixture of protruded packing, rubble, flyash, arrange in pairs or groups by a certain percentage, the contact area of stromal surface can be improved, increase the adsorptive power for nitrogen phosphorus in sewage, the problem of effective solution Wetland Substrate blocking, and adapt to muskeg growth requirement.
The bottom of described rainwater cache pool 2, clean water basin 3 and vertical current treating pond is provided with impervious barrier 22, and impervious barrier 22 can adopt cement concrete material to make.
Described ecological filtering layer comprise plant in earth's surface reed, Canna generalis Bailey, cyperus alternifolius, Wetland Environment growth requirement can be adapted to, play again beautification of landscape effect, effectively can remove the various pollution substances in rainwater simultaneously, reed, Canna generalis Bailey, cyperus alternifolius form muskeg 18.
Described rising pipe 12 place arranges gac.
Principle of work of the present utility model is as follows: ground rainwater, after storm sewer is collected, enters wet land system through the first water inlet pipe 1.First rainwater enters in rainwater cache pool 2, and rainwater cache pool 2 has the space of certain storage rainwater, and rainwater flows into clean water basin 3 through the first water distributing pore 5 again after stop after a while.Rainwater cache pool 2 not only can be used in rainwater storage, also be preliminary precipitation pond, rainwater is sufficient standing precipitation before entering clean water basin 3, prevent rainwater from carrying silt and directly enter clean water basin 3, enter the vertical current treating pond of two series connection again, cause two vertical current treating pond blockings of connecting, affect treatment effect.Meanwhile, preliminary precipitation also can remove a part of pollutent, thus reduces the processing load of two series connection vertical current treating ponds.Cache pool 2 is provided with first and draws clearly hole 14, and for drawing clearly the heavy mud in pond at set intervals, the mud drawn clearly send given place process.Be provided with a first row water pipe 10 in cache pool 2 to be communicated with municipal wastewater well, when wetland needs emptying and exclusive segment rainwater time can open water discharge valve 11, the rainwater in pond is entered waste pipe, delivers to Sewage Plant process through sewer line.
Rainwater enters clean water basin 3 through the first water distributing pore 5 after cache pool 2 stays for some time, and clean water basin 3 also have certain water holding space, can play precipitation and degraded further.Clean water basin 3 are provided with second and draw clearly hole 15, and for drawing clearly the heavy mud in pond at set intervals, the mud drawn clearly send given place process.Be provided with second water inlet pipe 16 in clean water basin 3 to be communicated with community scenery water system, when daily maybe when running into rainwater rareness, landscape water system can be introduced to keep mobility and the cyclicity of whole wetland.Be provided with a first row water pipe 10 in clean water basin 3 to be communicated with municipal wastewater well, when wetland needs emptying and exclusive segment rainwater time can open water discharge valve 11, the rainwater in pond is entered waste pipe, delivers to Sewage Plant process through sewer line.
Rainwater enters the vertical current treating pond 4 of two series connection after staying for some time through rainwater cache pool 2 and clean water basin 3 through water distributing pore 7.The vertical current treating pond of two series connection arranges filler, muskeg 18, and filler is selected applicable muskeg to grow and is beneficial to pollutent and absorbs the material removed, and is not easy blocking.Muskeg 18 selects the plant with beautification of landscape effect, and can adapt to Wetland Environment, removes various pollution substances contained in early-stage rainwater.The water side of the vertical current treating pond of two series connection is provided with rising pipe 12, rising pipe 12 is provided with outlet valve 13.
On the other hand, the flow direction of the utility model artificial swamp employing internal flow is the pattern of " up-descending ", namely described first vertical current treating pond 4 is up pond upwards, fluid flow inside direction, described second vertical current treating pond 20 is the downward downstream tank in fluid flow inside direction, and the water-in of described second vertical current treating pond 20 0.1-0.3m lower than the water outlet of the first vertical current treating pond 4, thus can ensure that rain sewage is by flowing from gravity, therefore this artificial swamp is without any need for power, only just can run voluntarily by dynamical elevation.
Adsorption layer described in the utility model is followed successively by spherical porous filler-zeolite layer, Flyash Layer from top to bottom.Spherical porous filler and zeolite mix according to a certain percentage, can increase specific surface area, improve the adsorptivity of ammonium nitrogen, and provide carrier for microorganism.In the gradually reduction of bottom due to dissolved oxygen concentration, there is a large amount of denitrifying bacteriums, promote the removal of nitrogen in rain sewage, secondly because the adsorption of Flyash Layer to phosphorus is extremely strong, effectively can remove the phosphorus in rain sewage.
When there being rainfall, the rainwater entering the vertical current treating pond of two series connection after treatment, is discharged into municipal catch-basin by rising pipe 12 and drains, or enter the reuse of community scenery water system.By the adjustment of water force and outlet valve, the flow control of rising pipe 12 in rational numerical value, to ensure that effluent quality meets the demands between flush period.When rainfall stops, wetland effluent pipe 12 also can stop draining, and the rainwater in cache pool 2, clean water basin 3 and two vertical current treating ponds 4 of connecting will be saved, for the growth water of muskeg, until next rainfall.
The size of rainwater treatment ecological wetland is determined as calculated according to service area early-stage rainwater amount and pollution level thereof.
Claims (8)
1. a rainwater treatment artificial wet land system, it is characterized in that: comprise the rainwater cache pool (2) be arranged in series successively in wetland, clean water basin (3) and vertical current treating pond, the first partition wall (6) is provided with between described rainwater cache pool (2) and clean water basin (3), first partition wall (6) is provided with the first water distributing pore (5), the second partition wall (8) is provided with between vertical current treating pond and clean water basin (3), second partition wall (8) is provided with the second water distributing pore (7), described vertical current treating pond comprises two-stage series connection and connects and the first vertical current treating pond (4) of level reduction step by step, second vertical current treating pond (20), described first vertical current treating pond (4), second vertical current treating pond (20) structure is identical, include the ecological filtering layer set gradually from top to bottom, adsorption layer, metalling, described first vertical current treating pond (4), the 3rd partition wall (19) is provided with between second vertical current treating pond (20), 3rd partition wall (19) is provided with the 3rd water distributing pore (9), described rainwater cache pool (2) is provided with the first water inlet pipe (1), hole (14) drawn clearly by first row water pipe (10), first, clean water basin (3) are provided with second and draw clearly hole (15), the second water inlet pipe (16), second row water pipe (21), second vertical current treating pond (20) end is provided with rising pipe (12), and rising pipe (12) sets out water valve (13).
2. rainwater treatment artificial wet land system as claimed in claim 1, it is characterized in that: described first water inlet pipe (1) is arranged at rainwater cache pool (2) top, first draws clearly hole (14) is arranged at rainwater cache pool (2) top.
3. rainwater treatment artificial wet land system as claimed in claim 1, is characterized in that: described second draws clearly hole (15) is arranged at clean water basin (3) top.
4. rainwater treatment artificial wet land system as claimed in claim 1, is characterized in that: the water-in 0.1 ~ 0.3m lower than the water outlet of the first vertical current treating pond (4) of described second vertical current treating pond (20).
5. rainwater treatment artificial wet land system as claimed in claim 1, is characterized in that: described adsorption layer is the mixture of protruded packing, rubble, flyash.
6. rainwater treatment artificial wet land system as claimed in claim 1, is characterized in that: the bottom of described rainwater cache pool (2), clean water basin (3) and vertical current treating pond is provided with impervious barrier (22).
7. rainwater treatment artificial wet land system as claimed in claim 1, is characterized in that: described ecological filtering layer comprise plant in earth's surface reed, Canna generalis Bailey, cyperus alternifolius.
8. rainwater treatment artificial wet land system as claimed in claim 1, is characterized in that: described rising pipe (12) place arranges gac.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420799710.0U CN204369656U (en) | 2014-12-16 | 2014-12-16 | Rainwater treatment artificial wet land system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420799710.0U CN204369656U (en) | 2014-12-16 | 2014-12-16 | Rainwater treatment artificial wet land system |
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| CN204369656U true CN204369656U (en) | 2015-06-03 |
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| CN201420799710.0U Expired - Fee Related CN204369656U (en) | 2014-12-16 | 2014-12-16 | Rainwater treatment artificial wet land system |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105621816A (en) * | 2016-03-16 | 2016-06-01 | 华南理工大学 | Multi-stage city diffused pollution purifying treatment groove |
| CN106368288A (en) * | 2016-11-15 | 2017-02-01 | 内蒙古农业大学 | Shallow disc type moniliform wave type water-cutting off and drainage system for refuse dump |
| CN106904790A (en) * | 2017-03-06 | 2017-06-30 | 武汉理工大学 | The processing unit and method of a kind of Rainwater Resources |
| CN107879565A (en) * | 2017-12-20 | 2018-04-06 | 安徽理工大学 | A kind of semi-saturation vertical flow constructed wetland device for handling city rainfall runoff |
| CN108002653A (en) * | 2017-12-18 | 2018-05-08 | 重庆大学 | A kind of ecotype rainwater setting pot |
| CN108532712A (en) * | 2018-06-01 | 2018-09-14 | 上海宏波工程咨询管理有限公司 | Sewage and initial rainwater collection processing system implementing suitable for rain dirt mixing |
| CN109384347A (en) * | 2017-08-14 | 2019-02-26 | 光大水务科技发展（南京）有限公司 | City surface source pollution purifying treatment method |
| CN109778984A (en) * | 2019-03-11 | 2019-05-21 | 哈尔滨工业大学（深圳） | A kind of urban road rainfall runoff Collecting and dealing system |
| CN112592000A (en) * | 2020-12-23 | 2021-04-02 | 河南永泽环境科技有限公司 | Rainwater park circulation reuse water processing system |
| GB2624210A (en) * | 2022-11-10 | 2024-05-15 | Rolls Royce Plc | Containment system and method for carbon capture device |
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2014
- 2014-12-16 CN CN201420799710.0U patent/CN204369656U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105621816A (en) * | 2016-03-16 | 2016-06-01 | 华南理工大学 | Multi-stage city diffused pollution purifying treatment groove |
| CN106368288A (en) * | 2016-11-15 | 2017-02-01 | 内蒙古农业大学 | Shallow disc type moniliform wave type water-cutting off and drainage system for refuse dump |
| CN106368288B (en) * | 2016-11-15 | 2022-08-05 | 内蒙古农业大学 | Drainage system is cut in shallow dish type string of beads form wavy refuse dump |
| CN106904790B (en) * | 2017-03-06 | 2020-08-25 | 武汉理工大学 | Rainwater recycling treatment device and method |
| CN106904790A (en) * | 2017-03-06 | 2017-06-30 | 武汉理工大学 | The processing unit and method of a kind of Rainwater Resources |
| CN109384347A (en) * | 2017-08-14 | 2019-02-26 | 光大水务科技发展（南京）有限公司 | City surface source pollution purifying treatment method |
| CN108002653A (en) * | 2017-12-18 | 2018-05-08 | 重庆大学 | A kind of ecotype rainwater setting pot |
| CN107879565A (en) * | 2017-12-20 | 2018-04-06 | 安徽理工大学 | A kind of semi-saturation vertical flow constructed wetland device for handling city rainfall runoff |
| CN108532712A (en) * | 2018-06-01 | 2018-09-14 | 上海宏波工程咨询管理有限公司 | Sewage and initial rainwater collection processing system implementing suitable for rain dirt mixing |
| CN109778984A (en) * | 2019-03-11 | 2019-05-21 | 哈尔滨工业大学（深圳） | A kind of urban road rainfall runoff Collecting and dealing system |
| CN109778984B (en) * | 2019-03-11 | 2020-12-15 | 哈尔滨工业大学（深圳） | Urban road rainwater runoff collecting and processing system |
| CN112592000A (en) * | 2020-12-23 | 2021-04-02 | 河南永泽环境科技有限公司 | Rainwater park circulation reuse water processing system |
| CN112592000B (en) * | 2020-12-23 | 2023-04-25 | 河南永泽环境科技有限公司 | Rainwater park recycling water treatment system |
| GB2624210A (en) * | 2022-11-10 | 2024-05-15 | Rolls Royce Plc | Containment system and method for carbon capture device |
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Address after: 214001 Jiangsu Province, Wuxi city Chong'an district before Xixi 4-201 Patentee after: Wuxi Mount Technology Co.,Ltd. Patentee after: SHANGHAI GUANGZHI ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. Address before: 214073 sunshine city garden, South Long District, Jiangsu, Wuxi B56-1401 Patentee before: WUXI MODING BUSINESS MANAGEMENT CO.,LTD. Patentee before: SHANGHAI GUANGZHI ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |
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