CN107399825A - A kind of grading method for the wet land filler for adding nano carrier material - Google Patents
A kind of grading method for the wet land filler for adding nano carrier material Download PDFInfo
- Publication number
- CN107399825A CN107399825A CN201710658241.9A CN201710658241A CN107399825A CN 107399825 A CN107399825 A CN 107399825A CN 201710658241 A CN201710658241 A CN 201710658241A CN 107399825 A CN107399825 A CN 107399825A
- Authority
- CN
- China
- Prior art keywords
- layering
- filled
- layer
- nano modification
- zeolite
- 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.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Biotechnology (AREA)
- Botany (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Cultivation Of Plants (AREA)
- Silicates, Zeolites, And Molecular Sieves (AREA)
Abstract
A kind of grading method for the wet land filler for adding nano carrier material, is filled using bottom-up layering, is sequentially filled zeolite layer(3), nano modification haydite layer(2)And vermiculite layers(1);Bottom-up packing material size diminishes successively;The packed height of zeolite layer, nano modification haydite layer and vermiculite layers is 1;1:1.Layering inserts is filled into layering screen respectively, zeolite layer(3)Zeolite be filled in zeolite layer filling screen cloth(4)In, nano modification haydite layer(2)Nano modification haydite be filled in nano modification haydite layer layering filling screen cloth(5)In, vermiculite layers(1)Vermiculite be filled in vermiculite layers filling screen cloth(6)In.The present invention is filled to Performance of Constructed Wetlands Substrates using bottom-up layering, the filling mode that bottom-up packing material size diminishes successively can reduce the probability of upward vertical flow Wetland clogging,, can be than being more smoothly rinsed to matrix when being backwashed, developing result is good.
Description
Technical field
The present invention relates to a kind of grading method for the wet land filler for adding nano carrier material, category environmental protection technology neck
Domain.
Background technology
Artificial swamp is based on the ecological principle of natural wetland, artificially controls matrix, plant and microorganism etc.
The factor of catharsis is played, so as to realize the removal of dirty water pollutant, and popularization and application can be subject in Practical Project
New Type of Sewage Treatment System.Artificial swamp is generally divided into free water surface wetland.Current wetland, vertical-flow wetland, wherein vertical person who lives in exile
Work wetland gradually shows because of the features such as its floor space is relatively small, technique is advanced, energy-efficient, reduced investment, low operating cost
Reveal advantage.
Removal of the vertical-flow wetland system to nitrogen phosphorus and organic pollution in water, mainly utilize artificial dielectric, plant, micro- life
The physics of thing, chemistry, the triple synergies of biology, its mechanism of action include absorption, delay, filtering, redox, precipitation, micro-
Biological decomposition, conversion, plant masking, the effect of residue accumulated, water transpiration and Nutrient Absorption and all kinds of animals.Microorganism sends out
Substantial portion of removal effect, vertical-flow wetland filler surface and root system of plant have been waved by due to the growth of a large amount of microorganisms and
Biomembrane is formed, organic pollution is then removed by the absorption, assimilation and dissimilation of biomembrane, and research finds vertical current
For wetland to the disposal ability deficiency of organic pollution, this is relevant with vertical-flow wetland filler finite surface area.Other vertical current is wet
Ground is held very much due to the biomembrane that non-biodegradable suspension, the undegraded organic matter of the inorganic SS of non-degradable and part and aging come off
Wetland is easily blocked, this also reduces the water body purification effect of vertical-flow wetland to a certain extent.
Publication number CN104710015 discloses a kind of method for building vertical current constructed wetland packed bed, fills out from bottom to top
Filler in ABCD tetra- is filled, its particle diameter is 1-3 cm, and 15 ' 5 ' 5cm, 1cm, 1-3cm, its matrix has the hidden danger blocked, adjacent to fill out
Separated between the bed of material using the polyethylene pure material net of same network interface size, intensity is less than normal, and influences the water velocity of wetland;It is public
The number of opening 105776763 discloses a kind of new vertical artificial wetland composite substrate, be sequentially filled from inlet water to outlet water concrete,
Volcanic rock, anthracite, its particle diameter are 3-5cm, 1-3cm, 0.5-1cm, are downward vertical stream wetland, hydraulic detention time can not obtain
To guarantee;Publication number CN104649415 discloses a kind of artificial swamp matrix for adding microbe carrier stuffing, and matrix includes poly-
The soft microbial carrier material of ammoniacum, laying method is uniformly either laying or sealing laying afterwards, but polyurethane is soft micro-
Biological carrier materials synthesis belongs to organic material synthesis field, it is necessary to professional equipment and technology, and strict control condition, it is difficult to
High-volume synthesizes.
The vertical-flow wetland matrix used at present is because surface area per unit volume is limited, it is difficult to meets a large amount of microorganism growths
The needs of breeding generation biomembrane, and a certain degree of blockage problem be present, there are blockage problem difficulty or ease and quickly repair.
The content of the invention
The object of the present invention is to the defects of in order to overcome prior art, find a kind of simple and quick reparation wetland that solves and block up
A kind of plug problem, there is provided grading method for the wet land filler for adding nano carrier material.
Realize that technical scheme is as follows, a kind of grading method for the wet land filler for adding nano carrier material, adopt
Filled with bottom-up layering, be sequentially filled zeolite, nano modification haydite and vermiculite;Bottom-up packing material size diminishes successively;
The packed height of zeolite layer, nano modification haydite layer and vermiculite layers is 1;1:1, layering inserts is filled into layering screen;Layering screen
For the waterproof stainless steel mesh structure of surrounding, three kinds of filler layering screens are highly identical, but layering screen mesh aperture is different, wherein boiling
The layering screen mesh aperture of rock layers is 2.5 centimetres, and the layering screen mesh aperture of nano modification haydite layer is 1.2 centimetres, vermiculite layers
Layering mesh size be 0.3 centimetre.Layering screen mesh aperture is less than the particle diameter of corresponding filling filler.
The nano modification porous ceramic grain particle diameter is 1.5-2.5 centimetres, and the vermiculite particle diameter is 0.5-1 centimetres, the boiling
Stone particle diameter is 3-4 centimetres.
The nano modification porous ceramic grain material by haydite raw material clay with nanometer-sized Fe2O3 powder is sintered is made.
The invention has the advantages that the present invention is filled to Performance of Constructed Wetlands Substrates using bottom-up layering, it is bottom-up
The filling mode that packing material size diminishes successively can reduce the probability of upward vertical flow Wetland clogging, can when being backwashed
So that than being more smoothly rinsed to matrix, developing result is good.The present invention solves to be replaced and cleaned using layering screen formula filler to fill out
The problem of expecting complex operation.The mesh of layering screen is less than filling substrate particle diameter, will not be mutually mixed, advantageously reduce between matrix
The probability of Wetland clogging;Layering screen is bottom-up to be tapered into, and both can guarantee that the hydraulic detention time of vertical-flow wetland different layers,
The total processing time of vertical-flow wetland will not be increased again.The present invention is had than haydite in filler using nano modification porous ceramic grain
Bigger specific surface area, the microbial biomass of set is big, and bioaffinity is good;The surface of rough porous is advantageous to startup stage biology
The formation of film, while also make that water distribution is uniform, and fluid stable, microorganism colonization is fast, aging biomembrane is easy to fall off, and stability is high.
Brief description of the drawings
Fig. 1 is that the grading of wet land filler of the present invention arranges schematic diagram;
In figure, 1 is vermiculite layers;2 be nano modification haydite layer;3 be zeolite layer;4 be zeolite layer filling screen cloth;5 be nano modification
Haydite layer layering filling screen cloth;6 be vermiculite layers filling screen cloth;7 be water (flow) direction;8 be wetland plant.
Embodiment
The specific embodiment of the invention is as shown in Figure 1.
A kind of grading method for the wet land filler for adding nano carrier material of the present embodiment, is filled out using bottom-up layering
Fill, be sequentially filled zeolite layer 3, nano modification haydite layer 2 and vermiculite layers 1;Bottom-up packing material size diminishes successively;Zeolite layer 3,
The packed height of nano modification haydite layer 2 and vermiculite layers 1 is 1;1:1.Layering inserts is filled into layering screen respectively, zeolite layer
3 zeolite is filled in zeolite layer filling screen cloth 4, and the nano modification haydite of nano modification haydite layer 2 is filled in nano modification pottery
In granulosa layering filling screen cloth 5, the vermiculite of vermiculite layers 1 is filled in vermiculite layers filling screen cloth 6.
Nano modification porous ceramic grain particle diameter is 1.5-2.5 centimetres in the present embodiment, and vermiculite particle diameter is 0.5-1 centimetres, zeolite
Particle diameter is 3-4 centimetres.
Layering screen is the waterproof stainless steel mesh structure of surrounding, and three kinds of filler layering screens are highly identical, but layering screen mesh
Aperture is different, and wherein the layering screen mesh aperture of zeolite layer is 2.5 centimetres, and the layering screen mesh aperture of nano modification haydite layer is
1.2 centimetres, the layering mesh size of vermiculite layers is 0.3 centimetre.Layering screen mesh aperture is less than the particle diameter of corresponding filling filler.
Claims (3)
- A kind of 1. grading method for the wet land filler for adding nano carrier material, it is characterised in that the grading of the wet land filler Method is filled using bottom-up layering, is sequentially filled zeolite, nano modification haydite and vermiculite;Bottom-up packing material size is successively Diminish;The packed height of zeolite layer, nano modification haydite layer and vermiculite layers is 1;1:1, layering inserts is filled into layering screen;Point Layer sieve is the waterproof stainless steel mesh structure of surrounding, and three kinds of filler layering screens are highly identical, but layering screen mesh aperture is different, its The layering screen mesh aperture of middle zeolite layer is 2.5 centimetres, and the layering screen mesh aperture of nano modification haydite layer is 1.2 centimetres, leech The layering mesh size of rock layers is 0.3 centimetre;Layering screen mesh aperture is less than the particle diameter of corresponding filling filler.
- A kind of 2. grading method of wet land filler for adding nano carrier material according to claim 1, it is characterised in that The nano modification porous ceramic grain particle diameter is 1.5-2.5 centimetres, and the vermiculite particle diameter is 0.5-1 centimetres, and the sized zeolite particles are 3-4 centimetres.
- A kind of 3. grading method of wet land filler for adding nano carrier material according to claim 1, it is characterised in that The nano modification porous ceramic grain material by haydite raw material clay with nanometer-sized Fe2O3 powder is sintered is made.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710658241.9A CN107399825A (en) | 2017-08-04 | 2017-08-04 | A kind of grading method for the wet land filler for adding nano carrier material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710658241.9A CN107399825A (en) | 2017-08-04 | 2017-08-04 | A kind of grading method for the wet land filler for adding nano carrier material |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107399825A true CN107399825A (en) | 2017-11-28 |
Family
ID=60402008
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710658241.9A Pending CN107399825A (en) | 2017-08-04 | 2017-08-04 | A kind of grading method for the wet land filler for adding nano carrier material |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107399825A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110217883A (en) * | 2019-07-12 | 2019-09-10 | 福州大学 | A kind of efficient septic tank and its working method of fluidised form modified form |
CN111362501A (en) * | 2020-02-26 | 2020-07-03 | 生态环境部华南环境科学研究所 | Haydite soil base constructed wetland device that does benefit to microorganism and breeds |
CN113813775A (en) * | 2021-10-14 | 2021-12-21 | 厦门市政工程有限公司 | Biological filter column deodorization system for efficient deodorization |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102092859A (en) * | 2010-12-09 | 2011-06-15 | 中国科学院水生生物研究所 | Vertical-flow artificial wetland composite matrix |
CN102745819A (en) * | 2012-08-07 | 2012-10-24 | 深圳中水环境保护有限公司 | Vertical current constructed wetland |
CN104710015A (en) * | 2015-04-01 | 2015-06-17 | 安徽大学 | Method for constructing vertical-flow constructed wetland packing bed |
CN105776556A (en) * | 2016-04-21 | 2016-07-20 | 东南大学 | Anti-clogging economic crop type filter bed-baffle subsurface flow constructed wetland enhanced nitrogen and phosphorus removal system |
CN105906068A (en) * | 2016-06-27 | 2016-08-31 | 苏州金螳螂园林绿化景观有限公司 | Artificial wetland system with compound purification function |
CN205892881U (en) * | 2016-08-15 | 2017-01-18 | 四川省环境保护科学研究院 | Vertical -flow constructed wetland decentralized wastewater treatment equipment |
-
2017
- 2017-08-04 CN CN201710658241.9A patent/CN107399825A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102092859A (en) * | 2010-12-09 | 2011-06-15 | 中国科学院水生生物研究所 | Vertical-flow artificial wetland composite matrix |
CN102745819A (en) * | 2012-08-07 | 2012-10-24 | 深圳中水环境保护有限公司 | Vertical current constructed wetland |
CN104710015A (en) * | 2015-04-01 | 2015-06-17 | 安徽大学 | Method for constructing vertical-flow constructed wetland packing bed |
CN105776556A (en) * | 2016-04-21 | 2016-07-20 | 东南大学 | Anti-clogging economic crop type filter bed-baffle subsurface flow constructed wetland enhanced nitrogen and phosphorus removal system |
CN105906068A (en) * | 2016-06-27 | 2016-08-31 | 苏州金螳螂园林绿化景观有限公司 | Artificial wetland system with compound purification function |
CN205892881U (en) * | 2016-08-15 | 2017-01-18 | 四川省环境保护科学研究院 | Vertical -flow constructed wetland decentralized wastewater treatment equipment |
Non-Patent Citations (2)
Title |
---|
马绍赛等: "《海水工厂化循环水工程化技术与高效养殖》", 31 January 2014, 海洋出版社 * |
高桂青: "改性陶粒的制备及其强化过滤的试验研究", 《中国优秀硕士学位论文全文数据库工程科技II辑》 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110217883A (en) * | 2019-07-12 | 2019-09-10 | 福州大学 | A kind of efficient septic tank and its working method of fluidised form modified form |
CN111362501A (en) * | 2020-02-26 | 2020-07-03 | 生态环境部华南环境科学研究所 | Haydite soil base constructed wetland device that does benefit to microorganism and breeds |
CN111362501B (en) * | 2020-02-26 | 2022-04-12 | 生态环境部华南环境科学研究所 | Haydite soil base constructed wetland device that does benefit to microorganism and breeds |
CN113813775A (en) * | 2021-10-14 | 2021-12-21 | 厦门市政工程有限公司 | Biological filter column deodorization system for efficient deodorization |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201587886U (en) | Combined type MBR sewage treatment and reuse apparatus | |
CN102251459A (en) | System for carrying out collection, purification and utilization on rainwater on road surfaces | |
CN204097200U (en) | A kind of underflow type artificial wet land device of removable combination | |
CN107399825A (en) | A kind of grading method for the wet land filler for adding nano carrier material | |
CN102276110A (en) | Method for remedying micro-polluted water body and subsurface flow artificial wetland system | |
CN109704515A (en) | A kind of combined artificial wetland biofilter | |
CN106006930A (en) | Artificial wetland sewage treatment system | |
CN105314797B (en) | A kind of Worm biological filter tank of sewage sludge synchronization process and its application | |
CN105601043B (en) | A kind of domestic sewage of villages and small towns ecology microkinetic processing system | |
CN205023952U (en) | Vertical current subsurface flow constructed wetlands | |
CN105502827B (en) | Tandem rainwater ecological filters and clean catch device | |
CN110723809A (en) | Multistage treatment method suitable for river pollution in rural areas | |
CN204727656U (en) | A kind of complex biological filter processing high algae high NH4 source water | |
CN108793609A (en) | The method of urban rainwater management and processing | |
CN108083426A (en) | A kind of rapid infiltration system for initial rainwater efficient process | |
CN205382060U (en) | Villages and small towns domestic sewage ecologization oligodynamic treatment system | |
CN202729890U (en) | Vertical flow constructed wetland | |
CN204939096U (en) | A kind of breathing pattern artificial wet land system for sewage disposal | |
CN110093826A (en) | A kind of tandem road rain water runoff ecological purification system and its construction method | |
CN107162202A (en) | A kind of substrate of vertical-flow constructed wetlands structural system | |
CN210974092U (en) | Constructed wetland filler unit based on biomass charcoal functional filler | |
CN210140519U (en) | Reclaimed water supply riverway system based on riverbank percolation | |
CN109179676B (en) | Municipal domestic sewage treatment system based on sphagnum | |
CN202465356U (en) | Subcritical flow river channel side ditch repair system integrating pollutant reduction and landscape utilization | |
CN108569767B (en) | Horizontal flow artificial wetland system and domestic sewage treatment method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171128 |
|
RJ01 | Rejection of invention patent application after publication |