CN2866590Y - Stepped wet-land bed - Google Patents

Stepped wet-land bed Download PDF

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Publication number
CN2866590Y
CN2866590Y CNU2006200039746U CN200620003974U CN2866590Y CN 2866590 Y CN2866590 Y CN 2866590Y CN U2006200039746 U CNU2006200039746 U CN U2006200039746U CN 200620003974 U CN200620003974 U CN 200620003974U CN 2866590 Y CN2866590 Y CN 2866590Y
Authority
CN
China
Prior art keywords
wetland
soil
planting soil
band
bed
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 - Fee Related
Application number
CNU2006200039746U
Other languages
Chinese (zh)
Inventor
秦宏
张华北
王琼
秦皓
李原原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING CENTURY TECHNOLOGY Co Ltd
Original Assignee
BEIJING CENTURY TECHNOLOGY Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BEIJING CENTURY TECHNOLOGY Co Ltd filed Critical BEIJING CENTURY TECHNOLOGY Co Ltd
Priority to CNU2006200039746U priority Critical patent/CN2866590Y/en
Application granted granted Critical
Publication of CN2866590Y publication Critical patent/CN2866590Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

A step-type wetland bed is utilized in environment with complex landform and steep slope, and is applicable to rain water collection, rain water treatment and rain water utilization field. The step-type wetland bed comprises wetland plants (1), aquatic plants (2), planting soil (3), a trapezoidal filtering wall (4), a metal frame filtering-infiltrating band (6), an impervious film (7) and a soil dielectric layer (8). The soil dielectric layer (8) is arranged inside the trapezoidal filtering wall (4), the planting soil (3) covers the top of the soil dielectric layer (8), the planting soil (3) is respectively planted with wetland plants (1) and aquatic plants (2), the upper portion of the planting soil (3) is sequentially provided with the impervious film (7) and the metal frame filtering-infiltrating band (6). The step-type wetland bed is capable of maintaining foreign matter such as mud in the wetland pool, effectively reducing soil erosion. The treated water enters the subordinate water body permanent pool can be recovered and utilized, beautifying the surrounding environment.

Description

Notch cuttype is wetland bed
Technical field
A kind ofly apply to the environment that landform is comparatively complicated, the gradient is comparatively precipitous and be applicable to that rainwater is collected, the rain flood is handled and the notch cuttype in rainwater utilization field is wetland bed.
Background technology
Following situation often appears in, the gradient comparatively precipitous area comparatively complicated in landform:
The first, substantially there is not treatment facility: cause flooding, severe water and soil erosion, rainwater not to be utilized effectively.
The second, have the fish-scale pit to dredge: the silt in dried up can't be divided in the fish-scale pit, rain flood season, still water body is polluted;
Still there is not corresponding constructed wetland bed at above-mentioned landform at present.
Summary of the invention
The purpose of this utility model is to provide a kind of notch cuttype wetland bed, and foreign material such as silt are trapped in the wetland pool, reduces soil erosion with effective and efficient manner, and water after treatment enters recyclable utilization again in the permanent pond of subordinate's water body, has beautified surrounding enviroment.
The utility model is achieved in that and comprises wetland plant 1, water plant 2, planting soil 3, trapezoidal filtration wall 4, metal frame filter belt 6, antiseepage film 7, soil media layer 8, in the trapezoidal filtration wall 4 soil media layer 8 is housed, planting soil 3 covers the top of soil media layer 8, planting soil 3 top planted wetland plant 1, water plant 2 respectively, and the top of planting soil 3 has been deployed antiseepage film 7, metal frame filter belt 6 successively.
The utility model also adopts following technical scheme:
Wetland plant 1, planting soil 3, trapezoidal filtration wall 4, soil media layer 8 are formed wetland band 21, and it is arranged evenly to be scalariform between each wetland band 21.
Wetland band 21 at least more than one.
The wetland pool 11 is made up of water plant 2, planting soil 3, metal frame filter belt 6, antiseepage film 7, is furnished with metal frame filter belt 6, antiseepage film 7 on the planting soil 3 respectively, has planted water plant 2 on the planting soil 3, and the wetland pool 11 connects with wetland band 21.
Planted water plant 1 on the permanent pond 31, permanent pond 31 1 sides and wetland band 21 connect.
Effect of the present utility model:
1. withered heatable adobe sleeping platform, flood are stored the pool and be built into green landscape, realize the diversity of high mountain landscape plant;
2. strengthen the function of original flood storage draining;
3. can carry out purified treatment or advanced treating to water quality, the purification efficiency height;
4. to the clearance height of nitrogen, phosphorus;
5. utilize water resource to greatest extent, realize the maximization that sewage resource utilizes;
6. disposal ability is better than the natural wetland system of identical scale.
Notch cuttype is wetland bed to be that this system can control runoff velocity, guarantee before input subordinate water body, to can be good at removing more pollutant, comprise foreign material such as silt, leaf, very obvious to the removal effect of nitrogen, phosphorus, play the effect of flood control, flood detention effectively.The wetland bed employing no-power way operation of notch cuttype has good soil and water conservation benefit, environmental benefit, economic benefit and social benefit.
Description of drawings
Accompanying drawing is a structural representation of the present utility model.
The specific embodiment
As shown in the figure: notch cuttype wetland band by 21, the wetland pool 11, permanent pond 31 form.Wherein the wetland pool 11 is made up of water plant 2, planting soil 3, metal frame filter belt 6, antiseepage film 7; Wetland band 21 is made up of wetland plant 1, planting soil 3, trapezoidal filtration wall 4, soil media layer 8; Permanent pond 31 comprises water plant 1.
Notch cuttype wetland bed by three independently the unit form, first is that 11, the second on the wetland pool is that 21, the three on wetland band is permanent pond 31.Wetland band 21 can be several arrangements that are scalariform, and the function of wetland band 21 is to reduce the runoff velocity of the system that enters, interception sediment and removal pollutant.Because main processing procedure is to carry out in darker wetland band 21, rather than finishes in the wetland pool 11, so this system floor space specific humidity area 21 will be lacked.
As shown in the figure, notch cuttype is wetland bed at first to carry out preliminary treatment by wet pond 11 diameter streams, reduces runoff velocity, the interception deposit of the system that enters and removes pollutant.Flood can ooze out step by step through the embankment riser when the rain magnanimity surpasses the capacity in wet pond 11, purifies step by step through physical chemistry such as the adsorption filtration synergy of wetland band 21 structural mediums, makes it to become the view gallery of a green.Flood through purifying flows into permanent pond 31.For keeping the cleaning in permanent pond 31, the water in permanent pond 31 can be pumped into the wetland pool 11 purified treatment in addition period at non-precipitation.
In order to reach the dual purpose of making use of rain and flood and view, guarantee that arid season pond wetland still keeps certain water surface, can supply with simultaneously the required water yield of plant growing of pond wetland periphery, lay antiseepage film 7 in wet some areas, pond, to prevent the loss of the arid season water yield.

Claims (5)

1, notch cuttype is wetland bed, comprise wetland plant (1), water plant (2), planting soil (3), trapezoidal filtration wall (4), metal frame filter belt (6), antiseepage film (7), soil media layer (8), it is characterized in that: soil media layer (8) is housed in the trapezoidal filtration wall (4), planting soil (3) covers the top of soil media layer (8), planting soil (3) top planted wetland plant (1), water plant (2) respectively, and the top of planting soil (3) has been deployed antiseepage film (7), metal frame filter belt (6) successively.
2, notch cuttype according to claim 1 is wetland bed, it is characterized in that: wetland plant (1), planting soil (3), trapezoidal filtration wall (4), soil media layer (8) are formed wetland band (21), and it is arranged evenly to be scalariform between each wetland band (21).
3, notch cuttype according to claim 2 is wetland bed, it is characterized in that: wetland band (21) at least more than one.
4, wetland bed according to claim 1,2 described notch cuttypes, it is characterized in that: the wetland pool (11) are made up of water plant (2), planting soil (3), metal frame filter belt (6), antiseepage film (7), be furnished with metal frame filter belt (6), antiseepage film (7) on the planting soil (3) respectively, planted water plant (2) on the planting soil (3), the wetland pool (11) connect with wetland band (21).
5, notch cuttype according to claim 1 is wetland bed, it is characterized in that: water plant 1 is distributed on the permanent pond (31), and permanent pond (31) one sides and wetland band (21) connect.
CNU2006200039746U 2006-02-15 2006-02-15 Stepped wet-land bed Expired - Fee Related CN2866590Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2006200039746U CN2866590Y (en) 2006-02-15 2006-02-15 Stepped wet-land bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2006200039746U CN2866590Y (en) 2006-02-15 2006-02-15 Stepped wet-land bed

Publications (1)

Publication Number Publication Date
CN2866590Y true CN2866590Y (en) 2007-02-07

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2006200039746U Expired - Fee Related CN2866590Y (en) 2006-02-15 2006-02-15 Stepped wet-land bed

Country Status (1)

Country Link
CN (1) CN2866590Y (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101786729A (en) * 2010-03-23 2010-07-28 南昌大学 Water distribution-water fall reoxygenation system of surface flow artificial wetland
CN101830564A (en) * 2010-05-19 2010-09-15 四川省运辉环保工程咨询有限公司 Plant pond bed integrally built constructed wetland sewage disposal system
CN101205096B (en) * 2007-11-26 2011-05-25 刘正应 Sewage treatment method capable of avoiding filler silting of subsurface flow constructed wetland and facilities thereof
CN102126794A (en) * 2011-04-08 2011-07-20 中国人民解放军后勤工程学院 Artificial wetland purifying system for free waterfall aeration
CN102583759A (en) * 2012-02-24 2012-07-18 深圳大学 Cascaded combined-flow artificial wetland system and sewage ecological purifying method thereof
CN102951739A (en) * 2012-12-18 2013-03-06 大千生态景观股份有限公司 Multisection combined type artificial wetland purifying system
CN105565589A (en) * 2015-12-14 2016-05-11 哈尔滨工业大学 Built-in biochemical-ecological system based on in-river rainwater runoff purification river bank
CN106315857A (en) * 2016-10-08 2017-01-11 东北师范大学 Efficient constructed wetland purification system
CN106869238A (en) * 2017-03-17 2017-06-20 四川大学 A kind of mountain region sponge city three-stage rainwater-collecting purification utilization system
CN107364973A (en) * 2017-09-05 2017-11-21 秦立 A kind of sewage disposal system and its application and sewage water treatment method
CN113754068A (en) * 2021-10-14 2021-12-07 西南湿地有限公司 Constructed wetland combined medium

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101205096B (en) * 2007-11-26 2011-05-25 刘正应 Sewage treatment method capable of avoiding filler silting of subsurface flow constructed wetland and facilities thereof
CN101786729A (en) * 2010-03-23 2010-07-28 南昌大学 Water distribution-water fall reoxygenation system of surface flow artificial wetland
CN101830564B (en) * 2010-05-19 2012-11-21 四川省运辉环保工程咨询有限公司 Plant pond bed integrally built constructed wetland sewage disposal system
CN101830564A (en) * 2010-05-19 2010-09-15 四川省运辉环保工程咨询有限公司 Plant pond bed integrally built constructed wetland sewage disposal system
CN102126794A (en) * 2011-04-08 2011-07-20 中国人民解放军后勤工程学院 Artificial wetland purifying system for free waterfall aeration
CN102126794B (en) * 2011-04-08 2012-05-30 中国人民解放军后勤工程学院 Artificial wetland purifying system for free waterfall aeration
CN102583759B (en) * 2012-02-24 2013-04-17 深圳大学 Cascaded combined-flow artificial wetland system and sewage ecological purifying method thereof
CN102583759A (en) * 2012-02-24 2012-07-18 深圳大学 Cascaded combined-flow artificial wetland system and sewage ecological purifying method thereof
CN102951739A (en) * 2012-12-18 2013-03-06 大千生态景观股份有限公司 Multisection combined type artificial wetland purifying system
CN105565589A (en) * 2015-12-14 2016-05-11 哈尔滨工业大学 Built-in biochemical-ecological system based on in-river rainwater runoff purification river bank
CN106315857A (en) * 2016-10-08 2017-01-11 东北师范大学 Efficient constructed wetland purification system
CN106315857B (en) * 2016-10-08 2019-04-30 东北师范大学 A kind of artificial wetland high-efficiency purification system
CN106869238A (en) * 2017-03-17 2017-06-20 四川大学 A kind of mountain region sponge city three-stage rainwater-collecting purification utilization system
CN106869238B (en) * 2017-03-17 2019-04-09 四川大学 A kind of massif sponge city three-stage rainwater-collecting purification utilization system
CN107364973A (en) * 2017-09-05 2017-11-21 秦立 A kind of sewage disposal system and its application and sewage water treatment method
CN107364973B (en) * 2017-09-05 2020-12-29 秦立 Sewage treatment system, application thereof and sewage treatment method
CN113754068A (en) * 2021-10-14 2021-12-07 西南湿地有限公司 Constructed wetland combined medium

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C14 Grant of patent or utility model
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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070207

Termination date: 20150215

EXPY Termination of patent right or utility model