CN204324990U - Be applicable to the multi-stage biological filter tank-ecological pond purification system into lake landscape water body - Google Patents
Be applicable to the multi-stage biological filter tank-ecological pond purification system into lake landscape water body Download PDFInfo
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- CN204324990U CN204324990U CN201420762660.9U CN201420762660U CN204324990U CN 204324990 U CN204324990 U CN 204324990U CN 201420762660 U CN201420762660 U CN 201420762660U CN 204324990 U CN204324990 U CN 204324990U
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- 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
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- 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
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Abstract
The utility model relates to a kind of multi-stage biological filter tank-ecological pond purification system be applicable to into lake landscape water body, mainly comprise the level Four biological processing unit of connecting successively, described level Four biological processing unit is followed successively by anaerobic filter along water (flow) direction, hold concurrently and support filter tank, aerobic filter tank and ecological pond, water level elevation is set to from high to low, the trapezoidal divider wall successively superposing formation with lattice guest gabion is equipped with between adjacent described biological processing unit, described lattice guest gabion inside employing particle diameter is that the cobble of 10-20cm is filled, described anaerobic filter, the filtrate of supporting filter tank and aerobic filter tank of holding concurrently is volcanic rock biological filter material, described ecological pond is based on planting aquatic plants, cultivation has algae and zooplankton, input has fish, the biological pond of spiral shell and freshwater mussel.The utility model can effectively solve into lake water quality of landscape water pollution problem, increases citizen's wetting ability and amusement and recreation.
Description
Technical field
The utility model relates to a kind of multi-stage biological filter tank-ecological pond purification system be applicable to into lake landscape water body.
Background technology
Along with China's Development of China's Urbanization quickening, Ecological Civilization Construction advance, for improving human settlement, municipal park and Wetland Park Construction quantity constantly increase, and for meeting the hydrophilic requirement of citizen, the construction of landscape artificial lake has become the requisite important elements of landscape of construction of park.Source mainly sewage work or reuse water plant effluent, river or the eservoir diversion of landscape water body, but due to China river and reservoir by sanitary sewage and industrial wastewater pollution serious, sewage work or reuse water plant effluent standard lower, the water quality of landscape water entering lake is almost bad V class water quality, easily cause landscape water body generation eutrophication, even cause wawter bloom phenomenon to occur, produce foul odour, have a strong impact on civic wetting ability and amusement and recreation.At present, newly-built landscape artificial lake relates to into lake landscape water body treatment process, adopts cobble purifying layer to filter water body, but can not effectively purify into Lake Water Body, solution water pollution issue, also should to constantly bring forth new ideas treatment process in this respect, to strengthen landscape water body and enter water purifying effect.
Existing enter lake landscape water body mainly through arranging water-in cobble purifying layer, bottom major trough, stack particle diameter at 15-35cm cobble, play and filter the effect of water body, reach the object controlling and reduce into lake pollutent.But the specific surface area of cobble is more less, is not easy to microorganism colonization, can not effective degradation of contaminant.In addition, semisubmersible artificial ecology filter bed is also apply to shallow narrow river course to carry out water treatment, but its lack anaerobism, the technique such as aerobic is arranged, and efficiently can not be processed into Lake Water Body.
Utility model content
In order to overcome the above-mentioned defect of prior art, the utility model provides and is a kind ofly applicable to multi-stage biological filter tank-ecological pond purification system into lake landscape water body effectively to solve into lake water quality of landscape water pollution problem, increases citizen's wetting ability and amusement and recreation.
The technical scheme that the utility model adopts: a kind of multi-stage biological filter tank-ecological pond purification system be applicable to into lake landscape water body, mainly comprise the level Four biological processing unit of connecting successively, described level Four biological processing unit is followed successively by anaerobic filter along water (flow) direction, holds concurrently and support filter tank, aerobic filter tank and ecological pond, water level elevation is set to from high to low, is equipped with the trapezoidal divider wall successively superposing formation with lattice guest gabion between adjacent described biological processing unit.
Preferably, described isolation coping is provided with water balcony.
Preferably, the ground of described water balcony is equipped with the brickmaking of rectangle concrete.
Preferably, described anaerobic filter, hold concurrently support filter tank, the degree of depth of aerobic filter tank and ecological pond is followed successively by 2-2.5 m, 1-1.2 m, 0.5-0.6 m, 0.4-0.6 m.
Preferably, the difference of elevation of filtrate is filled in the design of described divider wall and upper level biological processing unit is 10-20cm.
Preferably, described lattice guest gabion inside employing particle diameter is the cobble filling of 10-20cm.
Preferably, described anaerobic filter, the filtrate of supporting filter tank and aerobic filter tank of holding concurrently are volcanic rock biological filter material.
Preferably, the filtrate of at least two kinds of different sizes is all adopted to be filled in different zones in filter tank respectively in described anaerobic filter, arbitrary filter tank of holding concurrently in oxygen filter tank and aerobic filter tank, the particle diameter being positioned at the volcanic rock biological filter material of both sides, filter tank is large and hole large, is positioned at that volcanic rock biological filter material particle diameter in the middle of filter tank is little and hole is little.
Preferably, in described anaerobic filter, the particle diameter of the volcanic rock biological filter material of both sides is 10-15 mm, the particle diameter 4-10 mm of middle volcanic rock biological filter material; In described double oxygen filter tank, the particle diameter of the volcanic rock biological filter material of both sides is 30-50 mm, the particle diameter 10-15 mm of middle volcanic rock biological filter material; In described aerobic filter tank, the particle diameter of the volcanic rock biological filter material of both sides is 50-60 mm, the particle diameter 30-50 mm of middle volcanic rock biological filter material.
Preferably, described ecological pond is based on planting aquatic plants, cultivates and has algae and zooplankton, throws in the biological pond having fish, spiral shell and freshwater mussel.
The beneficial effects of the utility model: combine with the biological oxidation pool (being called for short " ecological pond ") owing to adopting anaerobism-foster-aerobic multi-stage biological filter tank of holding concurrently, and the volcanic rock biological filter material that specific surface area is larger can be adopted to be filler, water level elevation is arranged from high to low, solve microorganism rapid biofilm, the problems such as water body unrestricted flow and purification of water quality efficiency, because the water inlet of landscape artificial lake is mainly derived from reservoir filling, sewage disposal plant effluent, polluted river etc., purify into Lake Water Body through the utility model, the water quality requirement of landscape water can be reached, effectively prevent and treat landscape lake generation eutrophication.
Accompanying drawing explanation
Fig. 1 is plan structure schematic diagram of the present utility model;
Fig. 2 is cross-sectional view of the present utility model.
Embodiment
See Fig. 1 and Fig. 2, the utility model provides a kind of multi-stage biological filter tank-ecological pond purification system be applicable to into lake landscape water body, connect ingoing river/artificial canal and man-made lake 5, purified from ingoing river/artificial canal by the anaerobic filter 1 of connecting successively, multi-stage biological processing units such as supporting filter tank 2, aerobic filter tank 3 and ecological pond 4 of holding concurrently, make it meet to enter the requirement of man-made lake, this system itself also can be viewed and admired for people and play as a part for view simultaneously.
Here is illustrating this system components.
Between adjacent filter tank and all successively superpose the trapezoidal divider wall 6 of formation between filter tank with ecological pond with lattice guest gabion 61, lattice guest gabion inside adopts particle diameter 10-20cm cobble to fill.For meeting the hydrophilic demand of citizen, divider wall arranges water balcony function, and divider wall top is that 50cm is wide, and evenly lays 30cm X 20cm rectangle concrete brickmaking 62, for people's walking.
Anaerobic filter, hold concurrently and support filter tank, aerobic filter tank, ecological pond by the design in filter tank different depths and different filtrate footpath, realize its respective water quality purification function, anaerobic filter, the filtrate of supporting filter tank and aerobic filter tank of holding concurrently are volcanic rock biological filter material 7, volcanic rock biological filter material is natural cellular porous material, comparatively large without sharp shape, surface irregularity, specific surface area, porosity is larger, easy formation microorganism colonization, not easily results in blockage.
The degree of depth of anaerobic filter, foster filter tank of holding concurrently, aerobic filter tank, ecological pond is followed successively by 2-2.5 m, 1-1.2 m, 0.5-0.6 m, 0.4-0.6 m, it is 10-20cm that divider wall elevation and the design of upper level filter tank fill filtrate difference of elevation, while ensureing the upper level filter tank depth of water and the water yield of regulating and storing, water body falls by divider wall space and top and enters next stage filter tank by upper level filter tank, water body is aeration oxygen enrichment in falling process, increases the content of dissolved oxygen in water body.
Every grade of filtrate in anaerobic filter, oxygen filter tank of holding concurrently, aerobic filter tank is filled and is formed that both sides volcanic rock biological filter material particle diameter is large, hole is large, middle volcanic rock biological filter material particle diameter is little, hole is little, volcanic rock biological filter material particle diameter increases step by step with filter bed level time: wherein volcanic rock biological filter material particle diameter in anaerobic filter both sides is 10-15 mm, middle volcanic rock biological filter material particle diameter 4-10 mm; Both sides, oxygen filter tank volcanic rock biological filter material particle diameter of holding concurrently is 30-50 mm, middle volcanic rock biological filter material particle diameter 10-15 mm; Both sides, aerobic filter tank volcanic rock biological filter material particle diameter is 50-60 mm, middle volcanic rock biological filter material particle diameter 30-50 mm.
Last step biological processing unit is ecological pond, based on planting aquatic plants 41, cultivates algae, zooplankton, throws in fish 42, spiral shell, freshwater mussel etc., build the ecosystem be made up of the producer, human consumer, decomposer, purify water.North China waterplant is strong anti-pollution Herba Eichhorniae, middle anti-pollution reed, calamus, wilson iris, few pollution submerged plant hornwort, eel grass, p.malaianus etc.
Sewage work/reuse water plant effluent and to enter suspended particulate content in Lake Water Body water by the river etc. of Sewage Pollution higher, after entering native system, retaining by filter tank, filter, precipitation, the physics such as decomposition, chemistry, biological action effectively reduces suspended particulate content, water body is through anaerobism-foster-aerobic processes of holding concurrently, in water body, organism can be fermented the decomposition such as bacterium, nitrogen is removed water body by anoxic denitrification effect and aerobic nitrification effect, phosphorus is through anaerobism, aerobicly to be decomposed under polyP bacteria effect, absorb, , absorbed by waterplant in the ecosystem at ecological pond of the water body of multi-stage biological filter tank rough purification, food chain accumulation and microbial decomposition, realize the deep purifying of water quality.
Each optimization technique means disclosed in the utility model, unless otherwise indicated and optimization technique means be outside the further restriction of another technique means, all can arbitrary combination, form some different technical schemes.
Claims (10)
1. one kind is applicable to the multi-stage biological filter tank-ecological pond purification system into lake landscape water body, mainly comprise the level Four biological processing unit of connecting successively, described level Four biological processing unit is followed successively by anaerobic filter along water (flow) direction, holds concurrently and support filter tank, aerobic filter tank and ecological pond, water level elevation is set to from high to low, is equipped with the trapezoidal divider wall successively superposing formation with lattice guest gabion between adjacent described biological processing unit.
2. purification system as claimed in claim 1, is characterized in that described isolation coping is provided with water balcony.
3. purification system as claimed in claim 2, the ground that it is characterized in that described water balcony is equipped with the brickmaking of rectangle concrete.
4. purification system as claimed in claim 3, it is characterized in that described anaerobic filter, hold concurrently support filter tank, the degree of depth of aerobic filter tank and ecological pond is followed successively by 2-2.5 m, 1-1.2 m, 0.5-0.6 m, 0.4-0.6 m.
5. purification system as claimed in claim 4, is characterized in that the difference of elevation that filtrate is filled in the design of described divider wall and upper level biological processing unit is 10-20cm.
6. the purification system as described in claim 1,2,3,4 or 5, is characterized in that employing particle diameter in described lattice guest gabion inside is the cobble filling of 10-20cm.
7. purification system as claimed in claim 6, is characterized in that described anaerobic filter, the filtrate of supporting filter tank and aerobic filter tank of holding concurrently is volcanic rock biological filter material.
8. purification system as claimed in claim 7, it is characterized in that all adopting in described anaerobic filter, arbitrary filter tank of holding concurrently in oxygen filter tank and aerobic filter tank the filtrate of at least two kinds of different sizes to be filled in different zones in filter tank respectively, the particle diameter being positioned at the volcanic rock biological filter material of both sides, filter tank is large and hole large, is positioned at that volcanic rock biological filter material particle diameter in the middle of filter tank is little and hole is little.
9. purification system as claimed in claim 8, is characterized in that the particle diameter of the volcanic rock biological filter material of both sides in described anaerobic filter is 10-15 mm, the particle diameter 4-10 mm of middle volcanic rock biological filter material; In described double oxygen filter tank, the particle diameter of the volcanic rock biological filter material of both sides is 30-50 mm, the particle diameter 10-15 mm of middle volcanic rock biological filter material; In described aerobic filter tank, the particle diameter of the volcanic rock biological filter material of both sides is 50-60 mm, the particle diameter 30-50 mm of middle volcanic rock biological filter material.
10. purification system as claimed in claim 9, is characterized in that described ecological pond is for based on planting aquatic plants, cultivates and has algae and zooplankton, throws in the biological pond having fish, spiral shell and freshwater mussel.
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| CN201420762660.9U CN204324990U (en) | 2014-12-08 | 2014-12-08 | Be applicable to the multi-stage biological filter tank-ecological pond purification system into lake landscape water body |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106242198A (en) * | 2016-10-09 | 2016-12-21 | 中山市中开环保设备制造有限公司 | Biology drain treatment apparatus |
| CN106277562A (en) * | 2016-07-27 | 2017-01-04 | 宁海逸航环保科技有限公司 | The technological process of a kind of new village sewage disposal and method |
| CN108217953A (en) * | 2017-12-19 | 2018-06-29 | 马鞍山市三环碧源水处理工程有限公司 | A kind of tourist attraction domestic sewage processing method |
| CN108328744A (en) * | 2018-04-28 | 2018-07-27 | 中铁十五局集团有限公司 | The three-level ecology pool of processing agricultural non -point pollution based on sponge ecosystem |
| CN108947152A (en) * | 2017-12-27 | 2018-12-07 | 北京东方利禾景观设计有限公司 | A kind of the water conservancy diversion purification system and its construction method of artificial Lake Water Body |
| CN109929672A (en) * | 2019-03-28 | 2019-06-25 | 哈尔滨工业大学（深圳） | The method for harvesting oil-producing microalgae using feeding of zooplankton and extracting grease |
| CN112062275A (en) * | 2020-08-21 | 2020-12-11 | 生态环境部华南环境科学研究所 | Agricultural irrigation recycling ecological system for treating initial rainwater and farmland drainage |
| CN112358052A (en) * | 2020-11-30 | 2021-02-12 | 北京檀安生物科技有限公司 | Immobilized carrier microorganism stabilization pond and treatment process thereof |
| CN112499757A (en) * | 2021-01-29 | 2021-03-16 | 中机国际工程设计研究院有限责任公司 | Graded biofiltration medium, preparation method thereof and graded biofiltration system |
| CN116639815A (en) * | 2023-06-26 | 2023-08-25 | 中铁四局集团有限公司 | Ecological purification system based on estuary wetland and construction method |
-
2014
- 2014-12-08 CN CN201420762660.9U patent/CN204324990U/en active Active
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106277562A (en) * | 2016-07-27 | 2017-01-04 | 宁海逸航环保科技有限公司 | The technological process of a kind of new village sewage disposal and method |
| CN106242198A (en) * | 2016-10-09 | 2016-12-21 | 中山市中开环保设备制造有限公司 | Biology drain treatment apparatus |
| CN108217953A (en) * | 2017-12-19 | 2018-06-29 | 马鞍山市三环碧源水处理工程有限公司 | A kind of tourist attraction domestic sewage processing method |
| CN108947152A (en) * | 2017-12-27 | 2018-12-07 | 北京东方利禾景观设计有限公司 | A kind of the water conservancy diversion purification system and its construction method of artificial Lake Water Body |
| CN108328744B (en) * | 2018-04-28 | 2023-05-26 | 中铁十五局集团有限公司 | Three-stage ecological pond for treating farmland non-point source pollution based on sponge ecological system |
| CN108328744A (en) * | 2018-04-28 | 2018-07-27 | 中铁十五局集团有限公司 | The three-level ecology pool of processing agricultural non -point pollution based on sponge ecosystem |
| CN109929672A (en) * | 2019-03-28 | 2019-06-25 | 哈尔滨工业大学（深圳） | The method for harvesting oil-producing microalgae using feeding of zooplankton and extracting grease |
| CN112062275A (en) * | 2020-08-21 | 2020-12-11 | 生态环境部华南环境科学研究所 | Agricultural irrigation recycling ecological system for treating initial rainwater and farmland drainage |
| CN112358052A (en) * | 2020-11-30 | 2021-02-12 | 北京檀安生物科技有限公司 | Immobilized carrier microorganism stabilization pond and treatment process thereof |
| CN112499757A (en) * | 2021-01-29 | 2021-03-16 | 中机国际工程设计研究院有限责任公司 | Graded biofiltration medium, preparation method thereof and graded biofiltration system |
| CN112499757B (en) * | 2021-01-29 | 2021-06-15 | 中机国际工程设计研究院有限责任公司 | Graded biofiltration medium, preparation method thereof and graded biofiltration system |
| CN116639815A (en) * | 2023-06-26 | 2023-08-25 | 中铁四局集团有限公司 | Ecological purification system based on estuary wetland and construction method |
| CN116639815B (en) * | 2023-06-26 | 2024-01-12 | 中铁四局集团有限公司 | Ecological purification system based on estuary wetland and construction method |
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