CN206244513U - River lake biological cleaning slope system - Google Patents
River lake biological cleaning slope system Download PDFInfo
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- CN206244513U CN206244513U CN201621033942.0U CN201621033942U CN206244513U CN 206244513 U CN206244513 U CN 206244513U CN 201621033942 U CN201621033942 U CN 201621033942U CN 206244513 U CN206244513 U CN 206244513U
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- aggregate
- isolation tank
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- biomembrane
- river lake
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Abstract
The utility model is related to a kind of river lake biological cleaning slope system, including the edge slope structure being distributed along riverbank, the edge slope structure is stacked by gabion net cage and constituted, isolation tank is provided between edge slope structure and riverbank, the filtrate packed layer of the biological aggregate of filling is provided with isolation tank, the biological aggregate includes building waste aggregate and adheres to its outside and the biomembrane formed by microbial bacterial agent.The isolation tank that the utility model is made up of along bank slope arrangement gabion net cage, fixed by carrying out microorganism on gabion net cage, transmission and release using gabion net cage inside root system of plant to oxygen, make to show aerobic, anoxic and anaerobic state successively in the environment around it, make full use of the effect of the microorganisms such as high-efficiency aerobic microorganism, anaerobe, dephosphorization bacterial, nitrite bacteria and nitrobacteria to purify sewage, optimal clean-up effect is realized with minimum running cost.
Description
Technical field
The utility model is related to river lakeside slope building technology, and in particular to a kind of river lake biological cleaning slope system.
Background technology
With the fast development of national economy, sewage collecting and treatment facility are seriously delayed, cause large amount of sewage directly to enter
River, the water standard of major part rivers and lakes can not meet the requirement of section examination at present, therefore need to take measures to be administered.
Existing frequently-used river water cleaning treatment measures mainly have pipeline to cut, and Miniature Sewage Farm is built in dirty, dispersion and magnetic divides
From interim pollution treatment measure these three, but still suffered from existing three of the above sewage water treatment method pipeline cut dirty pipe network investment compared with
Greatly, city or the intensive region removal amount of other buildings it is larger, typically need to regional planning implement, realize planning cycle compared with
The deficiency such as long.Dispersion is built treating stations and has the disadvantage that investment and operational and administrative expenses are larger, and occupation of land problem is also not easily solved.Magneto separate
Technology is only capable of the removal insoluble pollutant of a part, and the clearance of ammonia nitrogen and total phosphorus is extremely low, and effluent quality remains as bad V classes water
Matter, much can not meet the water quality requirement of examination, and easily produce substantial amounts of chemical sludge to cause secondary pollution to environment.
Therefore a kind of the characteristics of how making full use of river course, low cost of research and development, implements simple, and suitable urban rivers and lakes make
With, and the river lake sewage purification system of no pollution is very important.
Utility model content
The purpose of this utility model is to provide a kind of water bodies of rivers and lakes biological cleaning side slope, simple with implementing, and is adapted to city
The river lake biological cleaning slope system that river lake uses.
The purpose of this utility model is to be achieved through the following technical solutions：
A kind of river lake biological cleaning slope system, including the edge slope structure being distributed along riverbank, the edge slope structure is by gabion
Net cage stacks composition, and isolation tank is provided between the edge slope structure and riverbank, and the biological aggregate of filling is provided with the isolation tank
Filtrate packed layer, the biological aggregate includes building waste aggregate and adheres to its outside and the biology formed by microbial bacterial agent
Film.
In preferred embodiments, the edge slope structure is provided with the isolation tank substrate for being laid on the isolation tank bottom of pond
Structure, the isolation tank underlying structure is assemblied to form by the gabion net cage.
In preferred embodiments, the isolation tank edge slope structure laid along Riparian buffers, institute are provided with the isolation tank
Isolation tank edge slope structure is stated to be assemblied to form by the gabion net cage.
In preferred embodiments, also including the river lake underlying structure being laid on riverbed, the bottom of the edge slope structure
Portion is fixedly connected river lake underlying structure.
In preferred embodiments, the bottom of the filtrate packed layer is provided with the antiseepage film being laid on riverbank.
In preferred embodiments, the biomembrane includes at least one microorganism life that can remove Organic substance in water
Thing film, it is described can remove Organic substance in water microbial biofilm be：
The filar structure bacterial biof iotalms such as Sphaerotilus biomembrane, Beggiatoa biomembrane；
The photosynthetic bacteria biomembranes such as Rhodopseudomonas biomembrane, Rhodospirillum biomembrane；
Saccharomycete biomembrane, mould biomembrane, Mucor biomembrane, the fungal organism film such as mould biomembrane；
The metazoa biomembranes such as wheel animalcule biomembrane, nematode biomembrane；
The biology enzyme biomembranes such as cellulase biomembrane, protease biological film, amylase biomembrane；And,
Bacillus biomembrane.
In preferred embodiments, the biomembrane includes nitrobacteria biomembrane, proteus biomembrane, false unit cell
Bacterium biomembrane etc. is at least one can to remove the microbial biofilm of nitrogen in water removal, the microorganism biological for removing nitrogen in water removal
Film is attached to the appearance of building waste aggregate, obtains going the biological aggregate of nitrogen in water removal.
In preferred embodiments, the biomembrane includes acinetobacter calcoaceticus biomembrane, pseudomonas biological film, gas unit cell
Bacterium biomembrane etc. it is at least one can by suction type go water removal in phosphorus element microbial biofilm, it is described go water removal in phosphorus element
Microbial biofilm be attached to the appearance of building waste aggregate, obtain going the biological aggregate of phosphorus element in water removal.
In preferred embodiments, the biomembrane includes silk bacillus biomembrane, many Yeasts biomembranes, takes off
Sulphur vibrios biomembrane etc. is at least one can to remove the microbial biofilm that underwater gold belongs to element, the removal by suction type
The microbial biofilm that underwater gold belongs to element is attached to the appearance of building waste aggregate, obtains that underwater gold can be removed and belongs to element
Biological aggregate.
In preferred embodiments, the building waste aggregate includes rubble, block stone, dust, circle gravel, quartz sand, work
Property charcoal, haydite, volcanic rock, manganese sand, sponge iron, anthracite, cobblestone, fibrous nodules, diatomite, cellular glass, zeolite, new brick,
At least one in novel concrete, middle sand, coarse sand and discarded building waste, the building waste aggregate is by sorting, broken, sieve
The particle size range obtained after point is the nutty structure of 1-80mm.
The beneficial effects of the utility model are：
1st, the utility model is provided between the korneforos heart and riverbank and biological cleaning and aquatic plant is set in isolation tank, isolation tank
Thing, can make the water in isolation tank stably reach surface water IV class standards, partly reach II class water quality standards, and stagnant water gulf region is entered
Row ecology isolation, it is to avoid pollution of estuary influences the life of surrounding resident, while isolation tank can carry out biological cleaning to sewage, removes
Fall the pollutants, the river after purification such as ammonia nitrogen compound, phosphorus element compound, metallic element compound, organic compound in water
The reflowable korneforos of water, realizes the purification to river.
2nd, microorganism is fabricated to biomembrane and is attached to building waste surface by the utility model, will carry building for microorganism
Building refuse is fixed on river course bank and river bed portion, and when river flows through building waste layer, microorganism starts effect in biomembrane, right
River carries out purification decontamination, the ammonia nitrogen in effective removal water body, and the environment of self-purification can be provided for the water body in river course,
Necessary habitat can be provided for aquatic animal, prevent body eutrophication, improve the landscape effect in river course.
3rd, the utility model has that biofilm effect is good, scavenging effect is bright in the biomembrane that building waste aggregate surface grows
It is aobvious, the advantages of microbial growth is rapid, be controlled by the flow velocity to current and residence time, increase the air of river
Oxygen-enriched effect, for the abundant growth of microorganism provides advantage, this technology is obvious to the purification scavenging effect of river sewage, profit
Microbial cleaning processing mode is used, secondary pollution will not be caused to environment.
4th, the isolation tank that the utility model is made up of along bank slope arrangement gabion net cage, by carrying out microorganism on gabion net cage
It is fixed, transmission and release using gabion net cage inside root system of plant to oxygen, make to show successively in the environment around it is aerobic,
Anoxic and anaerobic state, make full use of high-efficiency aerobic microorganism, anaerobe, dephosphorization bacterial, nitrite bacteria and nitrobacteria
Effect Deng microorganism purifies sewage, and optimal clean-up effect is realized with minimum running cost.Ensure that nitrogen, phosphorus in river not
Only can directly be absorbed as nutritional ingredient by plant and microorganism, but also can be by nitrification, denitrification and micro-
The biological excess accumulation effect to phosphorus removes it from water body.
Brief description of the drawings
The utility model is described in further detail below according to accompanying drawing.
Fig. 1 is the sectional structure chart of the water bodies of rivers and lakes biological cleaning side slope described in the utility model embodiment 1；
Fig. 2 is the sectional structure chart of the water bodies of rivers and lakes biological cleaning side slope described in the utility model embodiment 2；
Fig. 3 is cuing open for the water bodies of rivers and lakes biological cleaning side slope with river lake underlying structure described in the utility model embodiment
Depending on structure chart
Fig. 4 is the water bodies of rivers and lakes biological cleaning side slope with isolation tank underlying structure described in the utility model embodiment
Sectional structure chart；
Fig. 5 is the water bodies of rivers and lakes biological cleaning side slope with isolation tank edge slope structure described in the utility model embodiment
Sectional structure chart.
In figure：
1st, edge slope structure；2nd, isolation tank；3rd, filtrate packed layer；4th, antiseepage film；5th, emergent aquactic plant；6th, isolation tank substrate knot
Structure；7th, isolation tank edge slope structure；8th, river lake underlying structure；9th, riverbank.
Specific embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, is clearly and completely described, it is clear that retouched to the technical scheme in the utility model embodiment
The embodiment stated is a part of embodiment of the utility model, rather than whole embodiments.Generally described in accompanying drawing herein and
The component of the utility model embodiment for showing can be arranged and designed with a variety of configurations.Therefore, below to attached
The detailed description of the embodiment of the present utility model provided in figure is not intended to limit claimed scope of the present utility model,
But it is merely representative of selected embodiment of the present utility model.Based on the embodiment in the utility model, ordinary skill people
The every other embodiment that member is obtained under the premise of creative work is not made, belongs to the model of the utility model protection
Enclose.
Embodiment of the present utility model is described below in detail, the example of embodiment is shown in the drawings, wherein from start to finish
Same or similar label represents same or similar element or the element with same or like function.Below with reference to attached
It is exemplary to scheme the embodiment of description, it is intended to for explaining the utility model, and it is not intended that to limit of the present utility model
System.
The utility model is further described with specific embodiment below with reference to accompanying drawings.
Embodiment 1
As shown in figure 1, a kind of river lake biological cleaning slope system of the utility model embodiment, including be distributed along riverbank 9
Edge slope structure 1, the shape of cross section of edge slope structure 1 is Cross-Section Rectangular, triangle, isosceles triangle, the Slope Shape, side slope such as trapezoidal
Structure 1 is stacked by gabion net cage and constituted, and is provided between edge slope structure 1 and riverbank 9 in isolation tank 2, isolation tank 2 and is provided with filling biology
The filtrate packed layer 3 of aggregate, biological aggregate includes building waste aggregate and adheres to its outside and the life formed by microbial bacterial agent
Thing film.
Embodiment 2
As shown in Fig. 2 the river lake biological cleaning slope system of embodiment 2 is applied to relatively deep river lake, it is artificial to dig
Isolation tank 2, the depth capacity of the depth less than river lake of isolation tank 2, can save construction material, reduce construction cost.
Embodiment 1 is respectively provided with edge slope structure 1 with the river lake biological cleaning slope system of embodiment 2 can be by isolation tank 2 and river
Center is separated, and part river is entered into isolation tank 2 through edge slope structure 1, and river connects through edge slope structure 1 with biological aggregate
Place, biological aggregate filters out nitrogen compound, phosphorus element compound, organic compound, metallic element compound in river etc.
Multiple pollutant, the water in isolation tank 2 is carrying out long-time filtering through filter material packed layer 3, and good filtration effect can make isolation
Water in pond 2 stably reaches surface water IV class standards, partly reaches II class water quality standards；Between edge slope structure 1 and riverbank 9, filtrate
The bottom of packed layer 3 is equipped with the antiseepage film 4 being laid on riverbank 9, and the antiseepage film 4 is that waterproof geotextiles, concrete layer etc. are used
In the structure of river lake water-impervious.
Gabion net cage can plant the emergent aquactic plant 5 of the well developed root systems such as calamus, Lythrum salicaria with the top of filtrate packed layer 3, increase
Plus clean-up effect and landscape effect, transmission and release using root system of plant to oxygen, make to be showed successively in the environment around it
Aerobic, anoxic and anaerobic state, make full use of high-efficiency aerobic microorganism, anaerobe, dephosphorization bacterial, nitrite bacteria and nitrification
The effect purification sewage of the microorganisms such as bacterium, it is ensured that nitrogen, phosphorus in river can not only be by plants and microorganism as nutrition
Composition and directly absorb, but also can by nitrification, denitrification and microorganism the excess accumulation of phosphorus is acted on by its from
Removed in water body.Isolation tank 2 can be set up in stagnant water gulf position, stagnant water gulf region ecology isolation is carried out into, the stagnant water after isolation
A large amount of water plants can be planted in gulf, played a part of isolation wawter bloom, purified water.
There are a large amount of spaces between biological aggregate in stone dragon boxes and baskets and filtrate packed layer 3, the effect of fish nest is played, so as to be
Aquatic animal also provides and perches space, finally realizes aquatic animal, water plant and high-effective microorganism in the efficient net of one
Change system.
As shown in figure 3, laying river lake underlying structure 8 on riverbed, the bottom of edge slope structure 1 is fixedly connected river lake underlying structure
8, river lake underlying structure 8 is adsorbable to sink to the solid particle of river bed, so as to increase the clarity of river, it is to avoid muddy situation,
River lake underlying structure 8 is fixedly connected with the edge slope structure 1 of the both sides of riverbank 9 simultaneously, can increase side as the ground of edge slope structure 1
The steadiness of slope structure 1.
As shown in figure 4, edge slope structure 1 is provided with the isolation tank underlying structure 6 for being laid on the bottom of pond of isolation tank 2, isolation tank base
Bottom structure 6 is assemblied to form by gabion net cage, and isolation tank underlying structure 6 can increase the contact area of edge slope structure 1 and riverbank 9, make
Connection between edge slope structure 1 and riverbank 9 is more consolidated, it is adaptable to the big river lake of streamflow, if river discharge goes up suddenly, meeting
There is the situation that filtrate packed layer 3 is broken up, and isolation tank underlying structure 6 is fixedly connected with riverbank 9, can prevent by river Hu Chong
Dissipate, so as to ensure that the fundamental quantity of biological aggregate in isolation tank 2.
As shown in figure 5, being provided with the isolation tank edge slope structure 7 laid along the side slope of riverbank 9, isolation tank side slope knot in isolation tank 2
Structure 7 is assemblied to form by gabion net cage, it is adaptable to the riverbank 9 of bearing capacity ＜ 150kpa, increases the steadiness on riverbank 9, plays protection
The effect on riverbank 9, the bottom of isolation tank edge slope structure 7 is fixedly connected with isolation tank underlying structure 6, forms overall structure, can increase
Plus the contact area on edge slope structure 1 and riverbank 9, so that increase the steadiness of edge slope structure 1, while the both sides and pond of isolation tank 2
Bottom is equipped with biological aggregate, increases the biological cleaning ability of isolation tank 2, and during rainy season set, isolation tank edge slope structure 7 can be effective
Alleviate the dirty impact to isolation tank 2 of rain, and the rain sewage of isolation tank 2 will be entered remove unnecessary by the mode of biological and physics
Organic pollution, isolation tank 2 can be prevented black smelly, can improve flow into isolation tank 2 water source water quality.
Biological aggregate includes building waste aggregate and the biomembrane formed by microbial bacterial agent adhered on the outside of it, microorganism
Microbial inoculum be except organic matter quasi-microorganism microbial inoculum, denitrogenate quasi-microorganism microbial inoculum, dephosphorization quasi-microorganism microbial inoculum at least one, building
On building refuse aggregate add biological reagent and form biomembrane, pass through between the microorganism and building waste aggregate in biomembrane
Be fixed on microorganism on building waste aggregate by the modes such as physical absorption, ions binding, covalent bond and biologic specificity absorption
Bred.
Microbial bacterial agent includes at least one microorganism that can remove Organic substance in water, can remove Organic substance in water
Microorganism building waste aggregate appearance formed remove organic matter biomembrane, obtain have water removal in organics function biology
Aggregate, the microorganism that can remove Organic substance in water is：
The filar structure bacterium such as Sphaerotilus, Beggiatoa, the surface for being attached to building waste aggregate forms football shirt
The filar structure bacterial biof iotalms such as Pseudomonas biomembrane, Beggiatoa biomembrane；
The photosynthetic bacterias such as Rhodopseudomonas, Rhodospirillum, the surface for being attached to building waste aggregate forms red false unit cell
The photosynthetic bacteria biomembranes such as Pseudomonas biomembrane, Rhodospirillum biomembrane；
Saccharomycete, mould, Mucor, the fungi such as mould, be attached to building waste aggregate surface formed saccharomycete biomembrane,
Mould biomembrane, Mucor biomembrane, the fungal organism film such as mould biomembrane；
The metazoas such as wheel animalcule, nematode, the surface for being attached to building waste aggregate forms wheel animalcule biomembrane, nematode biomembrane
Deng metazoa biomembrane；
The biology enzymes such as cellulase, protease, amylase, the surface for being attached to building waste aggregate forms cellulase life
The biology enzyme biomembranes such as thing film, protease biological film, amylase biomembrane；
Bacillus etc. can remove the microorganism of Organic substance in water, and the surface for being attached to building waste aggregate forms bud
Spore Bacillus biomembrane etc. can remove the microbial biofilm of Organic substance in water.
Immobilized microorganism has stronger disposal ability to organic matter, wherein insoluble organic matter is by precipitation and biological mistake
Filter can dam to get off from waste water quickly, be used by microorganism；Dissolved organic matter then can by the absorption of aggregate and
The metabolic process of microorganism is removed, and it by heterotroph microorganism conversion is micro- life that the final home to return to of most of organic matter is in waste water
Thing cell and CO2 and H2O.
Microbial bacterial agent is at least one including nitrobacteria, proteus, pseudomonad etc. can to remove nitrogen in water removal
Microorganism, is attached to the surface of building waste aggregate, forms nitrobacteria biomembrane, proteus biomembrane, pseudomonad life
Thing film etc. can go nitrogen in water removal except nitrogen biomembrane, obtain going the biological aggregate of nitrogen in water removal.
Microbial bacterial agent includes that at least one such as acinetobacter calcoaceticus, pseudomonad, Aeromonas can be by suction type
The microorganism of phosphorus element in water removal is gone, the surface of building waste aggregate is attached to, acinetobacter calcoaceticus biomembrane, pseudomonas biological is formed
Film, Aeromonas biomembrane etc. can by suction type go phosphorus element in water removal except phosphorus element biomembrane, obtain going water removal
The biological aggregate of middle phosphorus element.
At least one can be by absorption side including silk bacillus, many Yeasts, desulfovibrio etc. for microbial bacterial agent
Formula removal underwater gold belongs to the microorganism of element, is attached to and silk bacillus biomembrane, many primary yeasts are formed on building waste aggregate
Bacterium biomembrane, desulfovibrio biomembrane etc. can remove the microbial biofilm that underwater gold belongs to element by suction type, obtain
The biological aggregate that underwater gold belongs to element can be removed.
Building waste aggregate includes rubble, block stone, dust, circle gravel, quartz sand, activated carbon, haydite, volcanic rock, manganese sand, sea
Continuous iron, anthracite, cobblestone, fibrous nodules, diatomite, cellular glass, zeolite, new brick, novel concrete, middle sand, coarse sand and discarded
At least one in building waste, building waste aggregate by obtained after sorting, broken, screening particle size range for 1-80mm
Granular texture.
Illustrated with a kind of sugar, produced in chao'an county east of a river bridge~Henan village rubber monolith engineering in 2015 below：
1st, river course situation
Shown according to newest satellite photo in 2015, the wawter bloom of a kind of sugar, produced in chao'an county east of a river bridge~Henan village rubber monolith is substantially than upper
Trip is serious, is especially influenceed by wind direction and stagnant water gulf, the river course south bank a large amount of wawter blooms of long-term aggregated in the region, and the region
It is the position nearer apart from residential block, dead algae sends strong stink after algal bloom, has had a strong impact on nearby residents
Life.
Although 2015 years carried out biological treating, because water surface area is larger, about 1500 meters of riverbank 9, the gross area
15000~30000m2, stagnant water gulf is very easy to aggregation wawter bloom again, through observing a large amount of moisturizings and flood passage during water in stagnant water gulf
China can not be flushed away.
2nd, river regulation
The Channel slope form of Caobai River is rectangular cross section, and edge slope structure 1, internal all fillings are arranged along river course sideThe emergent aquactic plant 5 of the well developed root systems such as purifying ball, gabion surface phytal zone plantation calamus, Lythrum salicaria, gabion surface deep water
About 1 meter of deep ecological purification aggregate, aggregate surface plantation Scirpus tabernaemontani, reed, calamus, canna are loaded in area and isolation tank 2 first
Deng water plant, isolation wawter bloom makes good ecoscape effect while purifying water, to the region of easily aggregation wawter bloom
Isolated, water plant is completely planted in isolation tank 2, reached the purpose for purifying water and isolating wawter bloom, final 2,000,000 yuan of investment.
3rd, back river road situation is administered
After Practical Completion, water quality leading indicator can reach surface water IV class standards in isolation tank 2.
Finally it should be noted that：Each embodiment above is merely to illustrate the technical solution of the utility model, rather than to it
Limitation；Although being described in detail to the utility model with reference to the foregoing embodiments, one of ordinary skill in the art should
Understand：It can still modify to the technical scheme described in previous embodiment, or to which part or whole technologies
Feature carries out equivalent；And these modifications or replacement, the essence of appropriate technical solution is departed from each reality of the utility model
Apply the scope of a technical scheme.
Claims (10)
1. a kind of river lake biological cleaning slope system, including the edge slope structure being distributed along riverbank, the edge slope structure is by gabion box
Case stacks composition, it is characterised in that：Isolation tank is provided between the edge slope structure and riverbank, filling life is provided with the isolation tank
The filtrate packed layer of thing aggregate, the biological aggregate includes building waste aggregate and adheres to its outside and formed by microbial bacterial agent
Biomembrane.
2. biological cleaning slope system in river lake according to claim 1, it is characterised in that：The edge slope structure is provided with paving
The isolation tank underlying structure of the isolation tank bottom of pond is located at, the isolation tank underlying structure is assemblied to form by the gabion net cage.
3. biological cleaning slope system in river lake according to claim 1, it is characterised in that：It is provided with along the river in the isolation tank
The isolation tank edge slope structure of bank slope laying, the isolation tank edge slope structure is assemblied to form by the gabion net cage.
4. biological cleaning slope system in river lake according to claim 1, it is characterised in that：Also include being laid on riverbed
River lake underlying structure, the bottom of the edge slope structure is fixedly connected river lake underlying structure.
5. biological cleaning slope system in river lake according to claim 1, it is characterised in that：The bottom of the filtrate packed layer
It is provided with the antiseepage film being laid on riverbank.
6. the river lake biological cleaning slope system according to any one in claim 1-5, it is characterised in that the biology
Film includes at least one microbial biofilm that can remove Organic substance in water, the microorganism that can remove Organic substance in water
Biomembrane is filar structure bacterial biof iotalm, photosynthetic bacteria biomembrane, fungal organism film, metazoa biomembrane, biology enzyme
Biomembrane or bacillus biomembrane.
7. the river lake biological cleaning slope system according to any one in claim 1-5, it is characterised in that：The biology
Film is the microbial biofilm that can remove nitrogen in water removal, and the microbial biofilm for removing nitrogen in water removal is attached to building rubbish
The appearance of rubbish aggregate, obtains going the biological aggregate of nitrogen in water removal.
8. the river lake biological cleaning slope system according to any one in claim 1-5, it is characterised in that：The biology
Film be can by suction type go water removal in phosphorus element microbial biofilm, it is described go water removal in phosphorus element microbial biofilm
The appearance of building waste aggregate is attached to, obtains going the biological aggregate of phosphorus element in water removal.
9. the river lake biological cleaning slope system according to any one in claim 1-5, it is characterised in that：The biology
Film is that can remove the microbial biofilm that underwater gold belongs to element by suction type, and the removal underwater gold belongs to the micro- of element
Biotinylated biomolecule film is attached to the appearance of building waste aggregate, obtains that the biological aggregate that underwater gold belongs to element can be removed.
10. the river lake biological cleaning slope system according to any one in claim 1-5, it is characterised in that：It is described to build
Building refuse aggregate includes rubble, block stone, dust, circle gravel, quartz sand, activated carbon, haydite, volcanic rock, manganese sand, sponge iron, smokeless
In coal, cobblestone, fibrous nodules, diatomite, cellular glass, zeolite, new brick, novel concrete, middle sand, coarse sand and discarded building waste
At least one, the building waste aggregate is the graininess of 1-80mm by the particle size range obtained after sorting, broken, screening
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621033942.0U CN206244513U (en) | 2016-08-31 | 2016-08-31 | River lake biological cleaning slope system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621033942.0U CN206244513U (en) | 2016-08-31 | 2016-08-31 | River lake biological cleaning slope system |
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| Publication Number | Publication Date |
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| CN206244513U true CN206244513U (en) | 2017-06-13 |
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ID=58998670
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| CN201621033942.0U Expired - Fee Related CN206244513U (en) | 2016-08-31 | 2016-08-31 | River lake biological cleaning slope system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106145390A (en) * | 2016-08-31 | 2016-11-23 | 鑫源鑫（北京）水利工程有限公司 | Lake, river biological cleaning slope system |
| CN107935306A (en) * | 2017-11-28 | 2018-04-20 | 中国市政工程中南设计研究总院有限公司 | A kind of combined in-situ gravel bed sewage treatment facility |
| CN115164655A (en) * | 2022-07-20 | 2022-10-11 | 中铁广州工程局集团有限公司 | High slope brushing construction method for broken surrounding rock at tunnel portal of high-speed railway |
| CN117164100A (en) * | 2023-11-02 | 2023-12-05 | 日照城投环境科技集团有限公司 | Water treatment system and water treatment method for river entering sea |
-
2016
- 2016-08-31 CN CN201621033942.0U patent/CN206244513U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106145390A (en) * | 2016-08-31 | 2016-11-23 | 鑫源鑫（北京）水利工程有限公司 | Lake, river biological cleaning slope system |
| CN107935306A (en) * | 2017-11-28 | 2018-04-20 | 中国市政工程中南设计研究总院有限公司 | A kind of combined in-situ gravel bed sewage treatment facility |
| CN107935306B (en) * | 2017-11-28 | 2021-01-19 | 中国市政工程中南设计研究总院有限公司 | In-situ combined gravel bed sewage treatment facility |
| CN115164655A (en) * | 2022-07-20 | 2022-10-11 | 中铁广州工程局集团有限公司 | High slope brushing construction method for broken surrounding rock at tunnel portal of high-speed railway |
| CN115164655B (en) * | 2022-07-20 | 2023-12-19 | 中铁广州工程局集团有限公司 | Construction method for brushing broken surrounding rock high slope at tunnel portal of high-speed railway |
| CN117164100A (en) * | 2023-11-02 | 2023-12-05 | 日照城投环境科技集团有限公司 | Water treatment system and water treatment method for river entering sea |
| CN117164100B (en) * | 2023-11-02 | 2024-01-26 | 日照城投环境科技集团有限公司 | Water treatment system and water treatment method for river entering sea |
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