CN2555267Y - Artificial nunja plants bed - Google Patents
Artificial nunja plants bed Download PDFInfo
- Publication number
- CN2555267Y CN2555267Y CN02208448U CN02208448U CN2555267Y CN 2555267 Y CN2555267 Y CN 2555267Y CN 02208448 U CN02208448 U CN 02208448U CN 02208448 U CN02208448 U CN 02208448U CN 2555267 Y CN2555267 Y CN 2555267Y
- Authority
- CN
- China
- Prior art keywords
- water
- treatment
- lining layer
- plants
- utility
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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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
Abstract
The utility model relates to an artificial marsh plants bed used in the water system treatment in the rivers and lakes, the treatment of the life and industrial waste water or the treatment of the mud. The utility model includes a water prevention lining layer 1, turfs 2, plants 3, etc. The bottom of the device is provided with the water prevention lining layer 1, the upper surface of which is provided with the turfs 2 on which the plants are placed, wherein, the upper part of the water prevention lining layer 1 has a liquid inlet 5, and the bottom of the water prevention lining layer 1 has a waste water outlet 6. The device needs a small number of facilities and does not need the artificial aeration for oxygen supply, thereby the investment is just between one third and one fifth of the ordinary secondary treatment, and the occupation area is between one tenth and one fifteenth of the natural marsh. The device not only can eliminate the ordinary pollutants, but also remarkably eliminates the N and P pathogens. The device of the utility model can work in the whole year, without the flies, odors, noises and does not need the daily managers.
Description
Technical field
The utility model relates to a kind of materialization, biological sewage treatment technology, specifically, be that a kind of water system that is widely used in river, river, lake is administered and the constructed wetland plant bed of sewage disposal such as city municipal wastewater, sanitary sewage, trade effluent or sludge treatment.
Background technology
At present, wetland technology roughly is divided into 4 kinds, a kind of is natural wetland, promptly utilizes the quantities wet land treating system seldom of natural low-lying land or reed pond, adopts artificial embankment water conservancy diversion therebetween usually, the depth of water is generally at 30~60cm, its purification mechanism is similar to stabilizing sugar, but removes the ability raising of pollutent, the suitable advanced treatment of doing waste water; Another kind is the free-water level wetland, and promptly water distribution is earthward kept the certain thickness water layer, and current are pulling flow type and advance, and forms one deck insulated stream, and goes out stream from the face of land, and vertically there is the gradient in its plot, and the bottom is not sealed, not disturbance of original appearance, but the face of land should be manually smooth a little; It in the 3rd the groundwater flow wetland, it is the artificial reed bed of undercurrent type, the reed bed has soil and plant (reed, cattail etc.) medium to form, and there are water-resisting layer and the certain base slope of tool the bed end, and feed-water end is built a water distribution ditch along bedside and flowed out, built-in gravel, waste water is gone into edge of bed soil layer bottom undercurrent and is horizontal diafiltration from the cloth ditch, from the exhalent canal outflow of the other end, also establish the porous header in the gravel bed bottom, can connect with the rising pipe that can regulate an interior water level, with water level in the control bed; Also having a kind of is infiltration wetland, promptly takes the ground water distribution, and waste water imports catchment hidden pipe or collecting gutter outflow through horizontal diafiltration, and physics, chemistry and biological respinse by taking place in the face of land and the subsurface infiltration process are purified waste water.
Their shortcoming is: 1. floor space is big, is generally 2~3 times of traditional two stage biological facture of the processing power that communicates; 2. be not suitable for that the treating part is poisonous, harmful industrial waste water (as waste water such as chemical industry, plating, electronics); 3. system is subject to the influence of external environment, thereby has coarse operating parameter that relates to.
Technology contents
The purpose of this utility model is to provide a kind of floor space few, can effectively handle poisonous, harmful industrial waste water, and is easy to the constructed wetland plant bed of maintenance and management.
The utility model is achieved in that
Comprise waterproof lining 1, peat 2, plant 3, root system 4, fluid inlet 5, wastewater outlet 6, waterproof lining 1 is arranged at the bottom of this device, be equipped with peat 2 on the waterproof lining 1, plant 3 is arranged on the peat 2, root system 4 on the plant 3 places in the peat 2, on the top of waterproof lining 1 fluid inlet 5 is arranged, wastewater outlet 6 is arranged in the bottom of waterproof lining 1.
The utility model also adopts following technical scheme:
Waterproof lining 1 has the gradient.
Be furnished with water pipe in the waterproof lining 1.
The bed of waterproof lining 1 is dark to be 0.1~1.0M.
Advantage of the present utility model is: can directly use this device as the greening water source for the greenery patches, and need not to build large-scale trunk sewer and sewage work, also can be used as a kind of novel method that water saving, advanced treatment of wastewater and sludge drying are handled, because structures and equipment that this device needs are less, do not need artificial quick-fried gas oxygen supply, therefore investment is 1/3~1/5 of a general second-stage treatment technology, and its floor space is 1/10~1/15 of a natural wetland.This device not only can be removed conventional pollutent, simultaneously N, P pathogenic agent is also had tangible removal effect.Steady running does not throughout the year have mosquitos and flies to multiply, free from extraneous odour, and noiseless need not the daily administration personnel.
Description of drawings
Fig. 1 is the novel structural representation of this use;
Fig. 2 is a sectional view of the present utility model.
Concrete enforcement
As shown in Figure 1: waterproof lining 1 usefulness building stones are arranged, low on one side, on one side high, a gradient formed, the bed of waterproof lining 1 is dark can be between 0.1~1.0M, be equipped with peat 2 on the top of waterproof lining 1,3 kinds of plants are in peat 2, and the root system 4 on the plant 3 places in the peat 2, end top at waterproof lining 1 is provided with a fluid inlet 5, in order to adding leaching vat, be provided with wastewater outlet 6 at the other end of lining water repeatedly, the height of this outlet can be regulated.
As shown in Figure 2, in waterproof lining 1, be distributed with water pipe 7.
Claims (4)
1. constructed wetland plant bed, comprise waterproof lining (1), peat (2), plant (3), root system (4), fluid inlet (5), wastewater outlet (6), it is characterized in that: waterproof lining (1) is arranged at the bottom of this device, be equipped with peat (2) on the waterproof lining (1), plant (3) is arranged on the peat (2), root system (4) on the plant (3) places in the peat (2), on the top of waterproof lining (1) fluid inlet (5) is arranged, and in the bottom of waterproof lining (1) wastewater outlet (6) is arranged.
2. constructed wetland plant bed according to claim 1 is characterized in that: waterproof lining (1) has the gradient.
3. constructed wetland plant bed according to claim 1 is characterized in that: the waterproof lining is furnished with water pipe 7 in (1).
4. constructed wetland plant bed according to claim 1 is characterized in that: the dark 0.1~1.0M of being of bed of waterproof lining (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN02208448U CN2555267Y (en) | 2002-03-22 | 2002-03-22 | Artificial nunja plants bed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN02208448U CN2555267Y (en) | 2002-03-22 | 2002-03-22 | Artificial nunja plants bed |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2555267Y true CN2555267Y (en) | 2003-06-11 |
Family
ID=33689129
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN02208448U Expired - Lifetime CN2555267Y (en) | 2002-03-22 | 2002-03-22 | Artificial nunja plants bed |
Country Status (1)
Country | Link |
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CN (1) | CN2555267Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100342086C (en) * | 2005-11-30 | 2007-10-10 | 中国科学院沈阳应用生态研究所 | Water plant planting-bed cofferdam and its manufacturing method |
CN100434373C (en) * | 2006-04-06 | 2008-11-19 | 南京大学 | Lake shore area structural wetland construction method |
CN101955260A (en) * | 2010-09-16 | 2011-01-26 | 中国科学技术大学苏州研究院 | Method for rebuilding reed wetlands in shallow water |
CN101715663B (en) * | 2009-12-10 | 2011-08-10 | 中国科学院南京土壤研究所 | Farmland layout method with function of relieving pollution of agricultural area source |
CN102887590A (en) * | 2012-11-09 | 2013-01-23 | 四川四通欧美环境工程有限公司 | Grading root zone sewage treatment ecological constructed wetland system |
-
2002
- 2002-03-22 CN CN02208448U patent/CN2555267Y/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100342086C (en) * | 2005-11-30 | 2007-10-10 | 中国科学院沈阳应用生态研究所 | Water plant planting-bed cofferdam and its manufacturing method |
CN100434373C (en) * | 2006-04-06 | 2008-11-19 | 南京大学 | Lake shore area structural wetland construction method |
CN101715663B (en) * | 2009-12-10 | 2011-08-10 | 中国科学院南京土壤研究所 | Farmland layout method with function of relieving pollution of agricultural area source |
CN101955260A (en) * | 2010-09-16 | 2011-01-26 | 中国科学技术大学苏州研究院 | Method for rebuilding reed wetlands in shallow water |
CN102887590A (en) * | 2012-11-09 | 2013-01-23 | 四川四通欧美环境工程有限公司 | Grading root zone sewage treatment ecological constructed wetland system |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CX01 | Expiry of patent term |
Expiration termination date: 20120322 Granted publication date: 20030611 |