CN102583886B - Artificial wetland for treating sewage - Google Patents
Artificial wetland for treating sewage Download PDFInfo
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- CN102583886B CN102583886B CN 201210040000 CN201210040000A CN102583886B CN 102583886 B CN102583886 B CN 102583886B CN 201210040000 CN201210040000 CN 201210040000 CN 201210040000 A CN201210040000 A CN 201210040000A CN 102583886 B CN102583886 B CN 102583886B
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- artificial swamp
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Abstract
The invention discloses an artificial wetland for treating sewage. The artificial wetland for treating the sewage is sequentially composed of a supporting layer, a primary adsorption layer, a purifying layer and a plant layer from bottom to top, wherein the primary adsorption layer is composed of at least one of zeolite and coal cinder; the purifying layer is composed of fermented sludge, sand and limestone; and the plant layer is composed of emergent aquatic plants capable of enriching heavy metal. The artificial wetland disclosed by the invention has the advantages: 1, the absorption capability of a matrix is strong, the microbe variety is diverse and the decomposition efficiency is high; compared with the traditional wetland system, the artificial wetland has better sewage treatment and purification effects and the water quality of output water is good; 2, the matrix contains more organic matter components, and comprehensive nutrition components such as nitrogen, phosphorus, potassium and metal salt ions, which are essential to the growth of organisms, thereby being good for growth and propagation of plants and microbes; and plants and microbes are the key components of a wetland system; and 3, the wastes are reutilized and a lot of sludge is prepared into the matrix to be applied to the wetland system, so that the wetland system can be filled with the matrix and city sludge which is waste is effectively utilized.
Description
Technical field
The present invention relates to a kind of artificial swamp for the treatment of sewage.
Background technology
Artificial wet land system is a kind of waste water advanced New Process for Treatment that is applicable to trade effluent and the sanitary sewage in multiple source.This type systematic has the hydraulic load height, and purification function is strong, and running and comparing is stable all the year round, and it is lower and combine with landscape construction to build running expense, purifies the advantage of beautifying the environment, and has broad application prospects.
Utilize artificial wet land system to carry out waste water advanced processing, compare with physics, chemistry, materialization and the biochemical method treatment process of routine, its unique advantage is arranged: the running cost of Wastewater Treatment by Constructed Wetlands is very cheap, usually only needs to consume a small amount of electric energy and is used for improving the water inlet water level; Because artificial swamp does not need electromechanical equipment basically, therefore be easy to maintenance management, also avoided simultaneously the investment construction expense of great number.In addition, wetland plant can also be as industrial auxiliary material and daily necessities by resource utilization, thereby produces certain economic benefit.The what is more important water pollutant can effectively reduce carbon emission after this processes, for the containment global warming is made contributions.
Artificial swamp is applied to the advanced treatment of secondary effluent, and Tailwater Depth is processed and seemed particularly important.Tail water after advanced treatment reaches a higher water quality standard to be suitable for discharging, to irrigate or other reuse approach.Artificial Wetland Techniques can effectively be removed nutritive salt and have the virus killing effect, can be used for irrigating cereal, recreation ground, park or golf field and enter the river mouth and the river from wetland sewage out.Simultaneously, artificial swamp can provide the animals and plants habitat, and water outlet also can be used for repairing natural wetland.
Because many-sided advantages such as environment, economy and landscape effect of wet land system, artificial wet land system more and more comes into one's own in more country.
Summary of the invention
An object of the present invention is to provide a kind of artificial swamp for the treatment of sewage.
Artificial swamp for the treatment of sewage provided by the present invention is followed successively by supporting layer, elementary adsorption layer, purifying layer and vegetable layer from the bottom to top;
Described elementary adsorption layer is at least a in zeolite and the cinder;
Described purifying layer is comprised of fermented sludge, sand and Wingdale;
Described vegetable layer is the emergent of energy enriching heavy metal;
In the above-mentioned artificial swamp, the thickness of described supporting layer, elementary adsorption layer, purifying layer is respectively 0.3m, 0.1m, 1.0m.
In the above-mentioned artificial swamp, described elementary adsorption layer is comprised of zeolite and cinder, and the volume ratio of zeolite and cinder is 1: 1;
In the above-mentioned artificial swamp, in the described purifying layer, the volume ratio of fermented sludge, sand and Wingdale is 6: 3: 1;
In the above-mentioned artificial swamp, the emergent of described energy enriching heavy metal is reed, cattail or Rush.
In the above-mentioned artificial swamp, the particle diameter of described zeolite and described cinder is 5-10mm;
In the above-mentioned artificial swamp, the particle diameter of described sand and described Wingdale is all less than 5mm.
In the above-mentioned artificial swamp, described supporting layer is at least a in cobble and the queen closer.
In the above-mentioned artificial swamp, described supporting layer is comprised of cobble and queen closer, and the volume ratio of cobble and queen closer is 1: 1.
In the above-mentioned artificial swamp, the particle diameter of described cobble and queen closer is 20-50mm.
In the above-mentioned artificial swamp, described fermented sludge can be carries out product behind the aerobic fermentation with mud.
In the above-mentioned artificial swamp, described fermented sludge can be the fermented sludge that satisfies following condition: organism quality percentage composition 〉=10% in the fermented sludge, water content in the fermented sludge＜40%, the quality percentage composition of nitrogen phosphorus potassium satisfies following condition in the fermented sludge: [N+P2O5+K2O] 〉=1%.
In the above-mentioned artificial swamp, mud can be the waste that urban wastewater treatment firm produces in the dirty water decontamination handles process, generally is the solid precipitation thing that produces in the process of disposing of sewage, such as heavy mud and residual active sludge.
The application of above-mentioned artificial swamp in purifying waste water also belongs to the claimed scope of the application.
In the above-mentioned application, described sewage can be any sanitary sewage.
The application's artificial swamp has following advantage: 1, matrix high adsorption capacity, and microbe species is various, and decomposition efficiency is high, with traditional wetland systematic comparison, has better sewage disposal and decontamination effect improving, and effluent quality is good; 2, contain more organic composition in this matrix, and the necessary nutritive ingredients of biological growth such as comprehensive nitrogen phosphorus potassium and ionizable metal salt, more be conducive to plant and microbial growth and breeding, and plant and microorganism are the key components in the wet land system; 3, realize refuse reclamation, a large amount of mud have been made into matrix, are applied in the wet land system, having solved the wet land system filling substrate simultaneously, this waste material of municipal sludge are utilized effectively.
Embodiment
Employed experimental technique is ordinary method if no special instructions among the following embodiment.
Used material, reagent etc. if no special instructions, all can obtain from commercial channels among the following embodiment.
The composition of embodiment 1, the artificial swamp of disposing of sewage
For the treatment of the artificial swamp of sewage, be followed successively by from the bottom to top supporting layer, elementary adsorption layer, purifying layer and vegetable layer;
Supporting layer: be comprised of cobble and queen closer, volume ratio is 1: 1, mixes; The particle diameter of cobble and queen closer is 20-50mm.These two kinds of materials are laid on the structures bottom, play a supportive role.
Elementary adsorption layer: be comprised of zeolite and cinder, volume ratio is 1: 1, mixes; The particle diameter of zeolite and cinder is 5-10mm.These two kinds of material grains diameters are less, have a fixed gap to be beneficial to the water flow between particle, and granule interior also has a large amount of spaces, is conducive to the material in the water is carried out active adsorption, played the preliminary effect of purifying waste water.
Purifying layer: be comprised of fermented sludge, sand and Wingdale, the volume ratio of fermented sludge, sand and Wingdale is 6: 3: 1, mixes; The particle diameter of sand and Wingdale is all less than 5mm.The existence of sand can make the root system of plant that good infiltration space and dirt settling are arranged, and certain space is arranged between sand grains, can make upper strata matrix bulk, and prevented from caking does not produce large resistance to current.A small amount of Wingdale can play to the potential of hydrogen of matrix the effect of buffering, is conducive to the growth and breeding of plant.
Vegetable layer: the emergent for the energy enriching heavy metal specifically can be reed, cattail or Rush.Plant growing on the last layer of wetland, free growth.Matrix below the wetland is to provide a suitable growing environment and soil to plant.
The thickness of supporting layer, elementary adsorption layer, purifying layer is respectively 0.3m, 0.1m, 1.0m.If increase again thickness, the effect that water purifies be there will be no obvious increase.
Wherein, fermented sludge can be the fermented sludge with following index: organism quality percentage composition 〉=10% in the fermented sludge, water content in the fermented sludge＜40%, the quality percentage composition of nitrogen phosphorus potassium satisfies following condition in the fermented sludge: [N+P2O5+K2O] 〉=1%.
This fermented sludge can be prepared by any sludge fermentation method, is prepared as follows among the application:
1, sludge pretreatment:
With the crawler belt filter-press type dewatering machine mud is carried out processed, make the water content of mud≤80%.Mud is the waste that urban wastewater treatment firm produces in the dirty water decontamination handles process, generally is the solid precipitation thing that produces in the process of disposing of sewage, such as heavy mud and residual active sludge.
2, sludge composting:
The mud of step 1 is mixed with auxiliary material and fermenting agent, and the water ratio of the mixture that obtains is 60-65%, and mixture is carried out compost, and the product that obtains is described fermented sludge; Auxiliary material can be rice husk, stalk or the wood chip after the pulverizing.Fermenting agent can be commercially available any starter, specifically can be the dung beetle board microbial fermentation microbial inoculum of Hainan Nong Fengbao company.
Compost bar buttress is long: wide: height=20m: 2m: 1.5m.
In the composting process, after the central position temperature of bar buttress reaches 55 ℃, carry out the turning first time; When the central position temperature of bar buttress reach 70 ℃ and keep 3 days after, carry out the turning second time; Carry out for the third time turning after one week.
The method of embodiment 2, Wastewater Treatment by Constructed Wetlands
One, method
Pending sewage is processed through removal of impurities in advance: sanitary sewage at first through removing foreign material, suspended substance, also need carry out the dosing flocculation sediment for serious pollution sewage and process, to effluent quality COD value less than 1000mg/L.
The above-mentioned artificial swamp of packing in the wetland pond, the sewage after removal of impurities processed passes into the intracavity bottom in wetland pond, and sewage sees through packing layer by the bottom and rises to the surface under the effect of static hydraulic pressure, is the water outlet after the processing.
Two, result
Water after the step 1 processing is carried out water quality monitoring (WQM); method is according to " water and effluent monitoring analytical procedure (the 4th edition) " (State Environmental Protection Administration; water and effluent monitoring analytical procedure editorial committee) to carry out, index comprises pH, colourity, turbidity, chemical oxygen demand (COD), total nitrogen, total phosphorus and common heavy metal etc.
Water after result step one is processed all satisfies the These parameters regulation.
The fermented sludge particle surface is with a large amount of electric charges, and contain soil ulmin, thereby the counterweight metal has strong absorption and adsorption, wherein also contain a large amount of microorganisms also the counterweight metal have and absorb and inrichment, the heavy metal in the sewage is trapped in the middle of the matrix; Can plant all kinds of emergents according to local circumstances on the wetland pool surface matrix, take calamus or Rush as main, all kinds of heavy metals in can enrichment matrix are strengthened the removal of pollutants effect.Heavy metal in the sewage is entered in the plant materials, then only need plant is focused on the heavy metal contamination that can thoroughly remove in sewage and the matrix.After collecting, wetland effluent can be used for irrigating, entering rivers,lakes and seas or be used for landscape water etc.
Claims (6)
1. the artificial swamp for the treatment of sewage is followed successively by supporting layer, elementary adsorption layer, purifying layer and vegetable layer from the bottom to top;
Described elementary adsorption layer is comprised of zeolite and cinder, and the volume ratio of zeolite and cinder is 1: 1;
Described purifying layer is comprised of fermented sludge, sand and Wingdale; In the described purifying layer, the volume ratio of fermented sludge, sand and Wingdale is 6: 3: 1;
Described vegetable layer is the emergent of energy enriching heavy metal;
The thickness of described supporting layer, elementary adsorption layer, purifying layer is respectively 0.3m, 0.1m, 1.0m;
The particle diameter of described zeolite and described cinder is 5-10mm; The particle diameter of described sand and described Wingdale is all less than 5mm;
Described fermented sludge is to satisfy the fermented sludge of following condition: organism quality percentage composition 〉=10% in the fermented sludge, and water content in the fermented sludge＜40%, the quality percentage composition of nitrogen phosphorus potassium satisfies following condition in the fermented sludge: [N+P
2O
5+ K
2O] 〉=1%.
2. artificial swamp according to claim 1 is characterized in that: described emergent that can enriching heavy metal is reed, cattail or Rush.
3. artificial swamp according to claim 1 and 2 is characterized in that: described supporting layer is at least a in cobble and the queen closer.
4. artificial swamp according to claim 1, it is characterized in that: described supporting layer is comprised of cobble and queen closer, and the volume ratio of cobble and queen closer is 1: 1.
5. artificial swamp according to claim 1, it is characterized in that: the particle diameter of described cobble and queen closer is 20-50mm.
6. the application of arbitrary described artificial swamp in purifying waste water among the claim 1-5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210040000 CN102583886B (en) | 2012-02-21 | 2012-02-21 | Artificial wetland for treating sewage |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210040000 CN102583886B (en) | 2012-02-21 | 2012-02-21 | Artificial wetland for treating sewage |
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| CN102583886A CN102583886A (en) | 2012-07-18 |
| CN102583886B true CN102583886B (en) | 2013-10-16 |
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| CN 201210040000 Expired - Fee Related CN102583886B (en) | 2012-02-21 | 2012-02-21 | Artificial wetland for treating sewage |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104098230B (en) * | 2014-08-01 | 2016-02-17 | 深圳市华美绿环境建设工程有限公司 | A kind of assembly type immobilized microorganism artificial wet land system |
| CN105347486A (en) * | 2015-11-17 | 2016-02-24 | 仇颖超 | Processing method for wastewater containing heavy metal chromium |
| CN105984979A (en) * | 2016-06-28 | 2016-10-05 | 德清县新鑫达丝绸炼染有限公司 | Dyeing wastewater biomass treatment technique |
| CN105984980A (en) * | 2016-06-28 | 2016-10-05 | 德清县新鑫达丝绸炼染有限公司 | Dyeing wastewater biomass pretreatment technique |
| CN112897824A (en) * | 2021-04-26 | 2021-06-04 | 桂林理工大学 | Bamboo charcoal-photosynthetic bacteria-constructed wetland integration sewage treatment system |
Citations (6)
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| CN1269334A (en) * | 1999-04-01 | 2000-10-11 | 中国科学院生态环境研究中心 | Simultaneous sludge dewatering and stabilizing ecological technology for sewage treatment plant |
| IN186511B (en) * | 1995-11-10 | 2001-09-22 | Agharkar Res Inst | |
| CN2844108Y (en) * | 2005-10-24 | 2006-12-06 | 周有 | Artificial wet-land sewage-water ecological treating system in high-latitude cold area |
| CN201381259Y (en) * | 2009-03-23 | 2010-01-13 | 桐乡市永宏塑料制品有限公司 | Ecological innocent excrement and domestic wastewater treatment system |
| CN201873573U (en) * | 2010-11-05 | 2011-06-22 | 刘云根 | Micro-nanometer air floating vertical underflow type constructed wetlands sewage treatment device |
| CN102351378A (en) * | 2011-07-12 | 2012-02-15 | 江西致远环保技术有限公司 | Method and system for processing rural sewage in artificial wetlands |
-
2012
- 2012-02-21 CN CN 201210040000 patent/CN102583886B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IN186511B (en) * | 1995-11-10 | 2001-09-22 | Agharkar Res Inst | |
| CN1269334A (en) * | 1999-04-01 | 2000-10-11 | 中国科学院生态环境研究中心 | Simultaneous sludge dewatering and stabilizing ecological technology for sewage treatment plant |
| CN2844108Y (en) * | 2005-10-24 | 2006-12-06 | 周有 | Artificial wet-land sewage-water ecological treating system in high-latitude cold area |
| CN201381259Y (en) * | 2009-03-23 | 2010-01-13 | 桐乡市永宏塑料制品有限公司 | Ecological innocent excrement and domestic wastewater treatment system |
| CN201873573U (en) * | 2010-11-05 | 2011-06-22 | 刘云根 | Micro-nanometer air floating vertical underflow type constructed wetlands sewage treatment device |
| CN102351378A (en) * | 2011-07-12 | 2012-02-15 | 江西致远环保技术有限公司 | Method and system for processing rural sewage in artificial wetlands |
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