CN107235558B - Ecological construction method of FBR biological bed, low-algae and low-turbidity water body and water body restoration system - Google Patents
Ecological construction method of FBR biological bed, low-algae and low-turbidity water body and water body restoration system Download PDFInfo
- Publication number
- CN107235558B CN107235558B CN201710687013.4A CN201710687013A CN107235558B CN 107235558 B CN107235558 B CN 107235558B CN 201710687013 A CN201710687013 A CN 201710687013A CN 107235558 B CN107235558 B CN 107235558B
- Authority
- CN
- China
- Prior art keywords
- water
- fbr
- biological bed
- biological
- water body
- 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.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 151
- 238000010276 construction Methods 0.000 title claims description 10
- 239000000463 material Substances 0.000 claims abstract description 12
- 241000196324 Embryophyta Species 0.000 claims description 10
- 239000004575 stone Substances 0.000 claims description 9
- 241000251468 Actinopterygii Species 0.000 claims description 6
- 229910052875 vesuvianite Inorganic materials 0.000 claims description 3
- 241001365789 Oenanthe crocata Species 0.000 claims 1
- 238000005067 remediation Methods 0.000 claims 1
- 241000195493 Cryptophyta Species 0.000 abstract description 11
- 239000003344 environmental pollutant Substances 0.000 abstract description 7
- 231100000719 pollutant Toxicity 0.000 abstract description 7
- 238000000746 purification Methods 0.000 abstract description 2
- 244000005700 microbiome Species 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 4
- 229910052760 oxygen Inorganic materials 0.000 description 4
- 239000001301 oxygen Substances 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000001914 filtration Methods 0.000 description 3
- 229910052698 phosphorus Inorganic materials 0.000 description 3
- 239000011574 phosphorus Substances 0.000 description 3
- 244000205574 Acorus calamus Species 0.000 description 2
- 235000011996 Calamus deerratus Nutrition 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 125000004122 cyclic group Chemical group 0.000 description 2
- 238000013467 fragmentation Methods 0.000 description 2
- 238000006062 fragmentation reaction Methods 0.000 description 2
- 239000010954 inorganic particle Substances 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 241000252230 Ctenopharyngodon idella Species 0.000 description 1
- 206010057249 Phagocytosis Diseases 0.000 description 1
- 208000034699 Vitreous floaters Diseases 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000003306 harvesting Methods 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000009965 odorless effect Effects 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000008782 phagocytosis Effects 0.000 description 1
- 230000000644 propagated effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2203/00—Apparatus and plants for the biological treatment of water, waste water or sewage
- C02F2203/006—Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
-
- 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
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)
- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention discloses an FBR biological bed which is arranged on the bank side of a water body and divides the water body into an FBR biological bed area and a clear water area, and is characterized in that: the FBR biological bed is formed by enclosing a retaining wall arranged on the bank, a water body revetment and a water body bottom; the upper part of the FBR biological bed is connected with the clear water area, biological filter materials are filled in the FBR biological bed, and a water collecting pipeline is arranged at the bottom or the lower part of the biological filter materials; at least one water well is arranged in the FBR biological bed; the water collecting pipeline is communicated with the water well; at least one circulating water pump is arranged in the water well and is connected with a return pipeline; the backflow pipeline extends into the water body, at least one jet orifice is arranged at the bottom of the clean water area, and/or at least one drop wave making port is arranged at the upper part of the clean water area. The FBR biological bed can realize the water purification by controlling algae, decomposing pollutants and reducing the turbidity of water under the conditions of lower investment, no increase of land and low running cost.
Description
Technical Field
The invention relates to the field of water body treatment, in particular to an ecological construction method of an FBR biological bed and a low-algae low-turbidity water body and a water body restoration system.
Background
In the vast cities and villages of China, a large number of small micro water bodies (such as ponds, landscapes Hu Bo, relatively closed river channels in cities and the like) have pollution to different degrees and ecological damage, and are always in eutrophication or even black and odorous states, the proportion of the 'inferior five types' of water bodies is high, and how to recover the 'clear and odorless' water bodies is a good wish of everyone.
The main method for treating the small micro water body at present comprises the following steps: physical and chemical methods such as cyclic filtration and disinfection; ecological methods such as submerged plant planting and the like have certain limitations and have few successful cases. Such as: the cyclic filtering and sterilizing lamp method has large investment and complex management, and can obtain clear water body under the condition of enough investment, but the clear water body obtained by chemical agents is not sustainable, and sometimes even larger ecological damage is caused.
The submerged plants cultivated in the water body can absorb a certain amount of nitrogen and phosphorus and inhibit the propagation of algae to a certain extent to construct a 'clean water state' water body, but the submerged plants have larger limitations, for example, the submerged plants grow and propagate to have seasonal characteristics, need periodic harvesting management, can have destructive influence on the submerged plants by grass carp, have strict requirements on the depth of a pool, have low removal rate of nitrogen and phosphorus, have excessively high transparency requirement on the water body, and limit the further application of the submerged plants.
Disclosure of Invention
In view of the above problems, it is an object of the present invention to provide an FBR bio-bed that can achieve the final water purification by controlling algae, decomposing pollutants, and reducing the turbidity of a water body with low investment, no increase in land and low running cost.
The second purpose of the invention is to provide an ecological construction method of the low-algae low-turbidity water body by adopting the FBR biological bed.
The invention further aims to provide a water body restoration system of the polluted water body based on the ecological construction method of the low-algae and low-turbidity water body.
In order to achieve the above purpose, the technical scheme provided by the invention is as follows: an FBR biological bed (wherein the FBR biological bed is abbreviated as a fixed biological filter bed, wherein F is abbreviated as filter and fixed, B-biology and bed, R is abbreviated as reactor) is arranged on the bank of a water body to divide the water body into an FBR biological bed area and a clear water area, and the FBR biological bed is characterized in that: the FBR biological bed is formed by enclosing a retaining wall arranged on the bank, a water body revetment and a water body bottom; the upper part of the FBR biological bed is connected with the clear water area, biological filter materials are filled in the FBR biological bed, and a water collecting pipeline is arranged at the bottom or the lower part of the biological filter materials; at least one water well is arranged in the FBR biological bed; the water collecting pipeline is communicated with the water well; at least one circulating water pump is arranged in the water well and is connected with a return pipeline; the backflow pipeline extends into the water body, at least one jet orifice is arranged at the bottom of the clean water area, and/or at least one drop wave making port is arranged at the upper part of the clean water area.
Preferably, the retaining wall is built by bricks or stones.
Preferably, the height of the retaining wall is lower than the water level of the clean water area.
Preferably, the filter material in the FBR biological bed is preferably vesuvianite or gravel.
Preferably, the bottom of the FBR biological bed is paved with a sand-stone replacement layer, and the sand-stone replacement layer is paved with a geomembrane.
Preferably, the circulating water pump provides kinetic energy by solar energy, wind energy or conventional power.
Preferably, the FBR biological bed is planted with aquatic plants such as dovetails, calamus, flowers of li, and the like.
Preferably, low-density ornamental fish or economic fish are cultivated in the clear water area.
The invention also comprises an ecological construction method of the low-algae low-turbidity water body, which is characterized in that: at least one FBR biological bed is constructed on the shore of the body of water.
The invention also comprises a water body restoration system, which is characterized in that: at least one FBR biological bed is constructed around the contaminated water body.
By adopting the technical scheme, the ecological construction method of the FBR biological bed and the low-algae low-turbidity water body and the water body restoration system have the beneficial effects that: the method can realize the clean water of the water body finally by controlling algae outbreak, decomposing pollutants and reducing the turbidity of the water body under the conditions of lower investment, no increase of land and low running cost; the FBR biological bed can be used for constructing an ecological system of low-algae and low-turbidity water or for ecological restoration of polluted water.
Drawings
FIG. 1 is a schematic diagram of an FBR biological bed according to the invention;
FIG. 2 is a schematic diagram of an FBR bio-bed setup according to the invention 1;
FIG. 3 is a schematic diagram of the FBR bio-bed setup of the invention 2.
Detailed Description
The invention will be further described with reference to the drawings and detailed description.
As shown in fig. 1-3, the FBR biological bed 10 of the present invention is disposed on the shore of the water body 1, and divides the water body into an FBR biological bed 10 area and a clear water area 11, as shown in fig. 2 and 3, one FBR biological bed 10 may be disposed in the water body 1, or a plurality of FBR biological beds may be disposed in a fragmentation manner; the FBR biological bed 10 is formed by enclosing a retaining wall 101, a water body revetment 102 and a water body bottom 103 which are arranged on the bank side; and the upper part of the FBR biological bed 10 is connected with a clean water zone 11; the FBR biological bed 10 is filled with a biological filter material 104, and a water collecting pipeline 105 is arranged at the bottom or lower part of the biological filter material 104; algae in the clear water area can flow to the FBR biological bed along with the horizontal flow of water flow and vertically pass through the FBR biological bed downwards, and part of algae are phagocytized by protozoans feeding algae on a biological film in the filter bed, so that the running period and time of a circulating pump can be controlled to control the explosion of the algae; meanwhile, excessive phagocytosis of algae can be avoided by reducing the running time, a certain amount of algae can be provided for water in a clear water area, so that the FBR biological bed is ensured to be kept in a higher dissolved oxygen range, and good biological film formation is facilitated;
at least one water well 106 is arranged in the FBR biological bed; the water collecting pipeline 105 is communicated with the water well 106; at least one circulating water pump 107 is arranged in the water well 106, and the circulating water pump 107 is connected with a return pipeline 108; the return pipeline 108 extends into the clear water zone 11, and at least one jet orifice 1081 is arranged at the bottom of the clear water zone and/or at least one drop wave making port 108 is arranged at the upper part of the clear water zone in the return pipeline 108, so that when the water discharged by the circulating pump flows back to the water body through the drop wave making port, the fluctuation of the water surface can be promoted, and the natural reoxygenation of the water body surface can be increased; the improvement of the integral dissolved oxygen of the water body further promotes the operation effect of the biological membrane in the FBR biological filter bed.
The FBR biological bed is abbreviated as a fixed biological filter bed, wherein F is abbreviated as filter and fixed, B-biology and bed are abbreviated as reactor, and the biological bed adopts the form of the biological filter bed, microorganisms are fixed in the filter bed, and the filter bed can provide functions of water quality filtration, anaerobic reaction, aerobic reaction and the like, so the filter bed is called the fixed biological filter bed, and English words are abbreviated as the FBR biological bed.
The FBR biological bed provided by the invention has the following advantages:
1) Surface water or shallow groundwater with pollutants is diluted rapidly after entering a clear water area, and part of the pollutants can be decomposed and adsorbed by algae in the water; part of the pollution is decomposed by microorganisms in a biological film on the upper part of the biological film after entering the biological bed of the FBR along with water flow, and clean water is discharged from the bottom of the biological bed of the FBR;
2) The water discharged from the circulating pump flows back to the water body through the water bottom jet orifice, so that the exchange of upper and lower water bodies can be promoted, the water with higher surface dissolved oxygen can be effectively exchanged to the lower layer, the aerobic treatment of the bottom sludge is promoted, the microorganism types of the bottom sludge are enriched, and the total storage amount of the bottom sludge to phosphorus is increased;
3) The FBR biological bed is arranged in the existing water body, and the retaining wall and the bottom structure of the existing water body are fully utilized, so that the problem of difficulty in ecological engineering land sign can be effectively solved, and meanwhile, the construction is low in cost and convenient.
4) The lift of the circulating water pump is only 1.0-2.0m, so that the consumption of electric energy is greatly reduced; meanwhile, the water pump is effectively protected by water pumping from the bottom of the biological bed, so that long-term stable operation of the biological bed is ensured;
5) When the total amount of pollutants discharged into the water body is large, water can be directly carried out from the upper part of the FBR biological bed, and a good treatment effect can be achieved;
6) The FBR biological bed can adopt more flexible fragmentation arrangement, and the application range of the technology is greatly improved.
Further, the retaining wall 101 is formed by bricking or stone masonry, and the height of the retaining wall is lower than the water level of the clean water area or the water inlet of the FBR biological bed is lower than the water level; thus, the FBR biological bed can be enabled to enter water from the upper part, so that suspended matters (inorganic particles) in the water body can be ensured to be deposited most advantageously at any time, and the blockage of the inorganic particles can be effectively relieved; meanwhile, the water inlet area has a certain water layer thickness, so that floaters can be prevented from entering the biological bed of the FBR to cause blockage.
Further, the filter material in the FBR biological bed is preferably vesuvianite or gravel or other biological fillers with high porosity; the biological filter material has higher porosity, is beneficial to microorganism implantation and formation of a biological film, and simultaneously, the types and the quantity of microorganisms at the upper part of the filter bed are automatically propagated and adjusted according to the concentration and the types of pollutants in a clear water area; in addition, different kinds of microorganisms can be implanted using microorganism immobilization techniques as desired to promote formation of dominant colonies.
Further, if the bottom of the FBR biological bed 10 is too soft, a sand-stone exchanging layer 109 may be laid on the bottom of the FBR biological bed, and a geomembrane 110 may be laid on the sand-stone exchanging layer 109 to prevent the sludge at the bottom from entering the FBR biological bed 10.
Further, the circulating water pump 107 provides kinetic energy by solar energy, wind energy or conventional power.
Further, aquatic plants 111 such as dovetails, calamus, flowers of restitution, etc. may be planted on the FBR bio-bed 10; on the one hand, the landscape effect can be improved, meanwhile, the biodiversity of the relatively closed water body can be improved, and the root system of the aquatic plant with developed ventilation tissue can provide partial dissolved oxygen for the FBR pool.
Preferably, low-density ornamental fish or economic fish are cultivated in the clear water region 11; the ecological stability of the water body is more facilitated.
The FBR biological bed can be used for constructing an ecological system of low-algae and low-turbidity water or for ecological restoration of polluted water.
While the invention has been particularly shown and described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (8)
1. The utility model provides a FBR biological bed, locates the water bank limit, cuts apart the water into FBR biological bed district and clear water district, its characterized in that: the FBR biological bed is formed by enclosing a retaining wall arranged on the bank, a water body revetment and a water body bottom; the upper part of the FBR biological bed is connected with the clear water area, biological filter materials are filled in the FBR biological bed, and a water collecting pipeline is arranged at the bottom or the lower part of the biological filter materials; at least one water well is arranged in the FBR biological bed; the water collecting pipeline is communicated with the water well; at least one circulating water pump is arranged in the water well and is connected with a return pipeline; the backflow pipeline extends into the water body, at least one jet orifice is arranged at the bottom of the clean water area, and/or at least one drop water wave making opening is arranged at the upper part of the clean water area; the retaining wall is formed by bricking or stone masonry; the height of the retaining wall is lower than the water level of the clean water area.
2. An FBR biological bed according to claim 1, characterized in that: the filter material in the FBR biological bed is vesuvianite or gravel.
3. An FBR biological bed according to claim 1, characterized in that: the bottom of the FBR biological bed is paved with a sand-stone replacement filling layer, and a geomembrane is paved on the sand-stone replacement filling layer.
4. An FBR biological bed according to claim 1, characterized in that: the circulating water pump provides kinetic energy by solar energy, wind energy or conventional power.
5. An FBR biological bed according to claim 1, characterized in that: aquatic plants are planted on the FBR biological bed.
6. An FBR biological bed according to claim 1, characterized in that: the clear water area is cultivated with low-density ornamental fish or economic fish.
7. An ecological construction method of a low-algae low-turbidity water body is characterized by comprising the following steps: constructing at least one FBR bio-bed according to any of claims 1-6 on the shore of a body of water.
8. A water remediation system, characterized by: construction of at least one FBR bio-bed according to any of claims 1-6 on the shore of a contaminated body of water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710687013.4A CN107235558B (en) | 2017-08-11 | 2017-08-11 | Ecological construction method of FBR biological bed, low-algae and low-turbidity water body and water body restoration system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710687013.4A CN107235558B (en) | 2017-08-11 | 2017-08-11 | Ecological construction method of FBR biological bed, low-algae and low-turbidity water body and water body restoration system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107235558A CN107235558A (en) | 2017-10-10 |
| CN107235558B true CN107235558B (en) | 2023-08-18 |
Family
ID=59989176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710687013.4A Active CN107235558B (en) | 2017-08-11 | 2017-08-11 | Ecological construction method of FBR biological bed, low-algae and low-turbidity water body and water body restoration system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107235558B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115159664A (en) * | 2022-06-21 | 2022-10-11 | 中国电建集团华东勘测设计研究院有限公司 | CABR biological bed, low-turbidity algae-controlling water body ecological construction method and polluted water body restoration system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1935700A (en) * | 2005-09-21 | 2007-03-28 | 中国环境科学研究院 | Nutrient-rich river-lake water body and initial rainwater composite artificial wet land treating system |
| CN101318718A (en) * | 2007-06-05 | 2008-12-10 | 北京科净源环宇科技发展有限公司 | Bionic reinforced scouring method for landscape water environment |
| CN101913731A (en) * | 2010-07-28 | 2010-12-15 | 清华大学 | Method for controlling eutrophication of landscape water supplied by regenerated water |
| CN102070212A (en) * | 2009-11-23 | 2011-05-25 | 北京市水利科学研究所 | Filter-well circulating purification system and method for purifying river by using same |
| CN105036375A (en) * | 2015-08-12 | 2015-11-11 | 长江水资源保护科学研究所 | Method for driving external circulation of water to realize aeration oxygenation by utilizing natural wind energy to lift water |
-
2017
- 2017-08-11 CN CN201710687013.4A patent/CN107235558B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1935700A (en) * | 2005-09-21 | 2007-03-28 | 中国环境科学研究院 | Nutrient-rich river-lake water body and initial rainwater composite artificial wet land treating system |
| CN101318718A (en) * | 2007-06-05 | 2008-12-10 | 北京科净源环宇科技发展有限公司 | Bionic reinforced scouring method for landscape water environment |
| CN102070212A (en) * | 2009-11-23 | 2011-05-25 | 北京市水利科学研究所 | Filter-well circulating purification system and method for purifying river by using same |
| CN101913731A (en) * | 2010-07-28 | 2010-12-15 | 清华大学 | Method for controlling eutrophication of landscape water supplied by regenerated water |
| CN105036375A (en) * | 2015-08-12 | 2015-11-11 | 长江水资源保护科学研究所 | Method for driving external circulation of water to realize aeration oxygenation by utilizing natural wind energy to lift water |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107235558A (en) | 2017-10-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202246336U (en) | Unpowered ecological treatment system for treating rural domestic sewage | |
| CN202369438U (en) | Solar and ecological floating bed combined landscape water body repair system | |
| CN106380000A (en) | Ascending and descending dual-buoyancy regulation sinking bed-floating bed water quality purification device | |
| KR100818912B1 (en) | Waste Water Natural Purgation System Using Aquatic Trees and Plants | |
| CN103960193B (en) | The numerous foster water treatment system of Sungkiang weever of simulation natural ecological environment and Operations Management method | |
| CN103803762B (en) | A kind of organic composite soil efficient ecological water cleaning systems | |
| CN204324990U (en) | Be applicable to the multi-stage biological filter tank-ecological pond purification system into lake landscape water body | |
| CN104098187A (en) | Solar micro-power self-watering dry type ecological floating island | |
| CN108503035B (en) | Stepped composite ecological floating island for micro-polluted water treatment | |
| CN205616723U (en) | Pool - ecological ditch canal non -point source pollution processing system | |
| CN208776519U (en) | A kind of artificial swamp multistage reinforcing pool sewage disposal system | |
| CN106006981B (en) | Water quality treatment method for ecological construction of landscape park | |
| CN203890185U (en) | Lake eutrophication treatment system for reserving net cage culture | |
| CN103214148A (en) | Multistage-series stepped natural-type artificial wetland and construction method | |
| CN102001753A (en) | Ecological corridor for removing nitrogen and phosphorus of micro-polluted river water and construction method thereof | |
| CN113072188A (en) | Pond tail water treatment system | |
| CN112537849B (en) | Compound river wetland system for river ecological restoration | |
| CN108128967A (en) | A kind of river water body dystopy comprehensive high-efficiency processing method and system | |
| CN203200140U (en) | Multistage series-connection step-type natural artificial wetland | |
| CN104829057B (en) | A kind of vertical bacteria filter system for rural scattered domestic sewage process | |
| CN102249488B (en) | Integrated garden type artificial wetland for treating rural domestic sewage | |
| CN107235558B (en) | Ecological construction method of FBR biological bed, low-algae and low-turbidity water body and water body restoration system | |
| CN106587348B (en) | Construction method of constructed wetland water body purification system | |
| CN108483797A (en) | Polluted river reparation and maintenance system | |
| CN210764850U (en) | Deep sewage treatment system for artificial mangrove wetland |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20171010 Assignee: Huada Engineering Technology (Xiamen) Co.,Ltd. Assignor: ECOASIS ECOSYSTEM CO.,LTD. Contract record no.: X2024980005904 Denomination of invention: Ecological construction methods and water restoration systems for FBR biobeds, low algae and low turbidity water bodies Granted publication date: 20230818 License type: Common License Record date: 20240516 |
|
| EE01 | Entry into force of recordation of patent licensing contract |