CN108409055A - Screw classifying is coupled effluent treatment plant - Google Patents
Screw classifying is coupled effluent treatment plant Download PDFInfo
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- CN108409055A CN108409055A CN201810397992.4A CN201810397992A CN108409055A CN 108409055 A CN108409055 A CN 108409055A CN 201810397992 A CN201810397992 A CN 201810397992A CN 108409055 A CN108409055 A CN 108409055A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
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- 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
- C02F2003/001—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
- C02F2003/003—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms using activated carbon or the like
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/105—Phosphorus compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
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- 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
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/08—Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/14—NH3-N
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- 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
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- 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
- C02F3/322—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae
- C02F3/325—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae as symbiotic combination of algae and bacteria
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- 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
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- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Water Treatment By Sorption (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention discloses a kind of screw classifyings to be coupled effluent treatment plant, it include the pond body equipped with inlet and outlet, the first resolving cell of circular ring shape being sequentially connected to is arranged in ecto-entad step in the pond body, second absorbing unit, third separative element and the 4th deep purifying unit, wherein the first resolving cell, second absorbing unit and third separative element form form concentric spirals shape structure, the water inlet is arranged on the first resolving cell, the water outlet is arranged on the bottom of the 4th deep purifying unit, phycomycete floating plant module is equipped in the first resolving cell, microbe stuffing module is equipped in the second absorbing unit, volcanic rock zeolite emergent aquactic plant module is equipped in third separative element, activated carbon submerged plant module is equipped in the 4th deep purifying unit.The present invention uses sped structure, and annular water distribution, sewage transport radius is small, and low energy consumption, increases contact of the flow with modular unit, and purified treatment is efficient.
Description
Technical field
The present invention relates to a kind of effluent treatment plants, in particular for river water deep purifying or sewage treatment plant tail water depth
The sewage-treatment plant of purification.
Background technology
Currently, the processing structure form of effluent treatment plant is mostly based on rectangle, each sewage treatment unit includes grid
Between, anaerobic pond and artificial swamp be attached respectively by pipeline or elevator pump, sewage flows in the horizontal direction in each unit
It crosses.The Structural visual effect of this rectangle processing unit is poor, and inside be easy to cause dead angle position, and connecting pipe is easy to block, pass
Defeated distance need to pass through and be repeatedly lifted up, and energy consumption is big, fails to make full use of the surface microorganism filler of each unit hypothallus to go to play
The effect of purification of water quality.
In addition, at present mainstream sewage purification technology based on activated sludge process, based on activated sludge to waste water
In be continuously passed through air, after a certain period of time, aerobic microorganism breeding can form sludge-like flocculate for operation, utilize activity dirty
Biological flocculation and precipitation, absorption and the oxidation of mud, to decompose the organic pollution removed in sewage, then again by sludge and moisture
From most of sludge flows back into aeration tank again, and activated Sludge System is then discharged in redundance.Using the processing method, although not
It is different using the treatment and purification effect of this method with the wastewater influent of degree, but most of treated that level-one is still not achieved in water quality
The water standard of A is still pollution sources for surface water environment, causes water body long even if water outlet reaches the standard of level-one A
Phase is in bad five classes water level, influences environmental sanitation and common people's health;Secondly the processing method excessively relies on the effect of microorganism,
Decomposition, absorption detach entirely by microorganism progress, if exception occurs in micropopulation kind, it will cause total system collapses, use
There are instabilities.
Invention content
The object of the present invention is to provide a kind of saving energy, reduce dead angle and short flow phenomenon and purified treatment effect is better
Screw classifying is coupled effluent treatment plant.
Technical solution of the invention is:A kind of screw classifying is coupled effluent treatment plant, including be equipped with water inlet and
The pond body of water outlet, the setting of ecto-entad step is sequentially connected in the pond body the first resolving cell of circular ring shape, the second absorption
Unit, third separative element and the 4th deep purifying unit, wherein the first resolving cell, the second absorbing unit and third separation are single
Member forms form concentric spirals shape structure, and the water inlet is arranged on the first resolving cell, and the water outlet is arranged in the 4th depth
On the bottom of clean unit, it is equipped with algae-bacterium-floating plant module in the first resolving cell, is equipped in the second absorbing unit
Microbe stuffing module is equipped with volcanic rock zeolite-emergent aquactic plant module, in the 4th deep purifying unit in third separative element
It is interior to be equipped with activated carbon-submerged plant module.
The first resolving cell of circular ring shape connected in sequence, the second absorbing unit, is arranged in step from outside to inside in pond body
Three separative elements and the 4th deep purifying unit, wherein the first resolving cell, the second absorbing unit, third separative element are formed together
Heart helical structure can utilize the centripetal force of flow, and annular water distribution, the water inlet in each unit can be all single with spiral flow
Member, structure dead angle is few, and energy consumption is low, and the function module in unit can be come into full contact with water body, improves purification efficiency.
It is total that algae, aerobic bacteria, floating plant can be formed in the algae-bacterium-floating plant module being arranged in first resolving cell
Raw body system, algae utilize the CO in water by photosynthesis2With the nutriments such as nitrogen phosphorus, O is released2, aerobic bacteria utilization
O in water2Decomposition and inversion is carried out to organic matter, generates CO2It is used for algae with nutriments such as nitrogen phosphorus, forms cycle,
Realize sewage purification, floating plant can form Competitive assays to algae, and convert larger molecular organics to small molecule
Organic matter and fixation;The microbe stuffing module being arranged in second absorbing unit can form biomembrane on the surface, will be in water
The degradation of organic matter quick adsorption, significantly reducing COD and ammonia nitrogen, phosphide concentration, the biomembrane of aging can also shear with flow
Stripping adsorbs vacating space for new mould;Volcanic rock zeolite-emergent aquactic plant module in third separative element can be by having in water
The transfer of machine object is fixed in plant, and by gathering in plant removal, volcanic rock and zeolite can play the role of fixed root system of plant,
Its micropore can also adsorb aerobic microbiological and carry out nitration reaction, by NH4 +It is converted to gas release;In 4th deep purifying unit
Planting soil of the activated carbon submerged plant mould activated carbon in the block as plant, organic matter and fixed submerged plant can be adsorbed,
Submerged plant can directly absorb the nutriment adsorbed in polluter and activated carbon in sewage, and stabilizing water quality is purifying
The usage time of activated carbon can be extended while water quality again.Pass through the purified water quality of aforementioned four processing unit neutralisation treatments
It can stablize more than five class water, good purification.
The spiral gradient of first resolving cell, the second absorbing unit and third separative element is respectively 2%-4%.Water
Body can be utilized respectively gravity in three units and voluntarily fully flow, and can make full use of structural area, while can protect again
The residence time for demonstrate,proving flow ensures clean-up effect to improve the time of contact of flow and function module.
Radial core wall is respectively equipped in the first resolving cell, the second absorbing unit and third separative element, it is described
Water inlet, the water inlet of second absorbing unit, the water inlet of the third separative element and the 4th deep purifying list
Radially core wall both sides are staggered the water inlet of member respectively, first resolving cell, the second absorbing unit and third point
It is opposite with the hand of spiral of adjacent cells respectively from the hand of spiral of unit.The water inlet of each processing unit is in two top-cross of core wall
Mistake setting, sequentially staggeredly sewage is reduced in rotational flow, the distance between the water outlet of reduction adjacent cells and water inlet to sewage in pond body
Radius is transmitted, intensive treatment effect makes flow flow through inside entire unit, makes full use of space.
It is respectively equipped with along core wall two in first resolving cell, the second absorbing unit and the third separative element
What side was arranged alternately catchment inspection-pit.The convenient waste deposited to each unit water outlet or rubbish are collected.
It is equipped with grille well in the water inlet.Convenient for filtering larger floating material.
It is an advantage of the invention that:Using sped structure, annular water distribution guides flow centripetal rotating flow under the effect of gravity
Dynamic, sewage transport radius is small, and low energy consumption, increases the contact area and contact of flow and processing module unit, purified treatment
Efficient, treatment effect is more preferable.
Description of the drawings
Attached drawing 1 is the structural schematic diagram of the embodiment of the present invention;
Attached drawing 2 is the sectional structure chart of the embodiment of the present invention;
1, pond body, 2, water inlet, 3, water outlet, the 4, first resolving cell, the 5, second absorbing unit, 6, third separation it is single
Member, the 7, the 4th deep purifying unit, 8, algae-bacterium-floating plant module, 9, microbe stuffing module, 10, volcanic rock zeolite-very
Water plant modules, 11, activated carbon-submerged plant module, 12, core wall, the 13, second absorbing unit water inlet, 14, third separation
Unit water inlet, the 15, the 4th deep purifying unit water inlet, 16, catchment inspection-pit, 17, catchment inspection-pit, 18, maintenance of catchmenting
Well, 19, grille well.
Specific implementation mode
Embodiment:
Refering to fig. 1-2, it is that a kind of screw classifying is coupled effluent treatment plant, includes the pond equipped with water inlet 2 and water outlet 3
Body 1, sequentially step connection setting circular ring shape the first resolving cell 4, the second absorbing unit 5, third are divided from outside to inside in pond body 1
From unit 6 and the 4th deep purifying unit 7, wherein the first resolving cell 4, the second absorbing unit 5 and the formation of third separative element 6
Form concentric spirals shape structure, water inlet 2 are arranged on the first separative element 4, and water outlet 3 is arranged in the 4th deep purifying unit 7
Bottom, the first resolving cell 4 is interior equipped with algae-bacterium-floating plant module 8, and the second absorbing unit 5 is interior equipped with microbe stuffing module
9, third separative element 6 is interior to be equipped with volcanic rock zeolite-emergent aquactic plant module 10, and activated carbon-is equipped in the 4th deep purifying unit 7
Submerged plant module 11.
In pond body 1 from outside to inside sequentially step setting the first resolving cell 4, the second absorbing unit 5, third separative element
6 and the 4th deep purifying unit 7, and first three unit is spiral shape circular ring structure, guides the centripetal force of flow, annular cloth
Water, sequentially spiral flows through each unit for water inlet, and structure dead angle is few, and energy consumption is low, and the function module in unit can be with water body
It is come into full contact with, improves purification efficiency.It can be formed in the algae-bacterium-floating plant module 8 being arranged in first resolving cell 4
Algae, aerobic bacteria, floating plant syntaxial system, algae utilize the CO in water by photosynthesis2With nitrogen phosphorus etc.
Nutriment releases O2, aerobic bacteria utilize water in O2Decomposition and inversion is carried out to organic matter, generates CO2With the nutrition such as nitrogen phosphorus
Substance is used for algae, forms cycle, realizes that sewage purification, floating plant can form algae competition suppression
System, and convert larger molecular organics to small organic molecule and fixation;The microbe stuffing mould being arranged in second absorbing unit 5
Block 9 can form biomembrane on the surface, and the organic matter quick adsorption in water is degraded, and significantly reduce COD and ammonia nitrogen, phosphide
Concentration, the biomembrane of aging can also be sheared with flow to be removed, and vacating space is adsorbed for new mould;Volcano in third separative element 6
Organic matter in water can be shifted and is fixed in plant by rock zeolite-emergent aquactic plant module 10, by gathering in plant removal, volcano
Rock and zeolite can play the role of fixed root system of plant, and micropore can also adsorb aerobic microbiological and carry out nitration reaction, will
NH4 +It is converted to gas release;The activated carbon in activated carbon submerged plant module 11 in 4th deep purifying unit 7 is as plant
Planting soil, can adsorb organic matter and fixed submerged plant, submerged plant can directly absorb polluter in sewage and
The nutriment adsorbed in activated carbon, stabilizing water quality can extend the usage time of activated carbon again while purifying water.It is logical
Crossing the purified water quality of aforementioned four processing unit neutralisation treatments can stablize more than five class water, good purification.
The spiral gradient of first resolving cell 4, the second absorbing unit 5 and third separative element 6 is 2%-4%.First
Radial core wall 12 is equipped in resolving cell 4, the second absorbing unit 5 and third separative element 6, the absorption of water inlet 2, second is single
First water inlet 13, third separative element water inlet 14 and the 4th deep purifying unit water inlet 15 distinguish radially 12 liang of core wall
Side is staggered.The hand of spiral of first resolving cell 4, the second absorbing unit 5 and third separative element 6 respectively with adjacent cells
The hand of spiral it is opposite.The disengaging water-bound formed in this way so that water inlet rotational flow counterclockwise in the first resolving cell 4,
Flowing is rotated clockwise again after into the second absorbing unit 5, enter back into after third separative element 6 and starts rotating flow counterclockwise
It is dynamic, 1 space of existing pond body is taken full advantage of, ensures flow time of contact and pressure in each unit, it is ensured that function module
Treatment effect.The water inlet of each processing unit is staggered in 12 both sides of core wall, sewage in pond body sequentially interlock rotating flow
It is dynamic, the distance between adjacent cells water outlet and water inlet are reduced, reduces sewage transport radius, it is whole that intensive treatment effect makes flow flow through
Inside a unit, space is made full use of.It is corresponding in the first resolving cell 4, the second absorbing unit 5 and third separative element 6
Interior 12 both sides of core wall are staggeredly equipped with the inspection-pit 16,17,18 that catchments respectively.Grille well 19 is equipped at water inlet 2.
The sewage of introducing system swims according to sewage disposal related specifications operation and emergent aquactic plant cleaning every half a year is primary,
The cleaning of second absorbing unit 1 year is primary, and pond body entirety sediment outflow, spoil disposal are primary every half a year.
For the advantageous effect further illustrated the present invention, further illustrated below by way of experimental example data.
Experimental example 1:
The processing of certain sewage plant tail water, 1 total floor space of pond body are 20000 square metres, and water body capacity is 20000m3, water inlet
Water-quality COD 50mg/L, ammonia nitrogen 3.5mg/l, total phosphorus 0.1mg/l, transparency 20cm, original adoption oxidation pond+MBR+ undercurrent type people
It is COD30mg/L, ammonia nitrogen 1.2mg/l, total phosphorus 0.05mg/l, transparency that its effluent quality of work wetland+surface-flow technology, which reaches,
30cm, 30000 square metres of total floor space, total residence time 20 hours;
Using the technology of the present invention, 3300 square metres of 4 floor space of the first resolving cell, flow residence time 5h, using work
The property symbiosis such as algae and Eichhornia crassipes, the depth of water about 1.2m;3300 square metres of second absorbing unit, 5 floor space, residence time 5h is put
Modified filler is set, per interfascicular every 300mm;4400 square metres of 6 floor space of third separative element, 5 hours residence times, using fire
Mountain rock-zeolite filler plants reed, the emergent aquactic plants such as wild rice stem;2400 square metres of 4th deep purifying unit, 7 floor space, water level
1.5m fills activated carbon 300mm thickness, kind planting submerged plant eel grass etc..Its treatment effect first order is discharged COD32mg/L, ammonia
Nitrogen 2.5mg/l, total phosphorus 0.04mg/l, transparency 20cm;The second level is discharged COD28mg/L, ammonia nitrogen 2mg/l, total phosphorus 0.035mg/
L, transparency 30cm;The third level is discharged COD20mg/L, ammonia nitrogen 1.2mg/l, total phosphorus 0.032mg/l, transparency 35cm, by 15
After hour level Four series connection processing, effluent quality reaches COD18mg/L, ammonia nitrogen 1mg/l, total phosphorus 0.03mg/l, transparency 60cm.
Experimental example 2:
Certain rural domestic sewage treatment, 1 total floor space of pond body are 2000 square metres, and water body capacity is 2000m3, water inlet
Water-quality COD 150mg/L, ammonia nitrogen 5.5mg/l, total phosphorus 0.5mg/l, transparency 10cm, original adoption oxidation pond+MBR+ undercurrent type people
Its effluent quality of work wetland+surface-flow technology reaches COD45mg/L, ammonia nitrogen 1.2mg/l, total phosphorus 0.05mg/l, transparency
40cm, 3000 square metres of total floor space, total residence time 20 hours;
Screw classifying coupling effluent treatment plant using the present invention, 300 square metres of 4 floor space of the first resolving cell,
Residence time 5h, using the symbiosis such as active algae and water hyacinth, duckweed, the depth of water about 1.2m;Second absorbing unit, 5 floor space
300 square metres, residence time 5h, modified filler is placed, per interfascicular every 100mm;400 squares of 6 floor space of third separative element
Rice, 5 hours residence times plant reed, the emergent aquactic plants such as wild rice stem using volcanic rock-zeolite filler;4th deep purifying unit 7
200 square metres, water level 1.5m of floor space fills activated carbon 300mm thickness, kind planting submerged plant eel grass, bog pondweed etc..At it
It manages the effect first order and is discharged COD100mg/L, ammonia nitrogen 3mg/l, total phosphorus 0.2mg/l, transparency 20cm;The second level is discharged
COD60mg/L, ammonia nitrogen 2mg/l, total phosphorus 0.1mg/l, transparency 30cm;The third level is discharged COD50mg/L, ammonia nitrogen 1.3mg/l, always
Phosphorus 0.08mg/l, transparency 35cm, after 15 hours level Four are handled, effluent quality reaches COD40mg/L, ammonia nitrogen 1.2mg/
L, total phosphorus 0.05mg/l, transparency 60cm.
Experimental example 3:
The processing of certain black-odor riverway river water, 1 total floor space of pond body are 10000 square metres, and water body capacity is 10000m3, into
Water water-quality COD 80mg/L, ammonia nitrogen 4mg/l, total phosphorus 0.1mg/l, transparency 30cm, original adoption oxidation pond+MBR+ undercurrent type people
Its effluent quality of work wetland+surface-flow technology reaches COD39mg/L, ammonia nitrogen 1.0mg/l, total phosphorus 0.05mg/l, transparency
40cm, 15000 square metres of total floor space, total residence time 20 hours;
Screw classifying coupling effluent treatment plant using the present invention, 2000 square metres of 4 floor space of the first resolving cell,
Residence time 5h, using the symbiosis such as active algae and Eichhornia crassipes, the depth of water about 1.2m;Second absorbing unit, 5 floor space 2000 is flat
Square rice, residence time 5h place modified filler, per interfascicular every 300mm;3000 square metres of 6 floor space of third separative element, stops
It stays the time 5 hours, reed, the emergent aquactic plants such as wild rice stem, Lythrum salicaria is planted using volcanic rock-zeolite filler;4th deep purifying list
First 1200 square metres, water level 1.5m of 7 floor space fills activated carbon 300mm thickness, kind planting submerged plant hornwort etc..At it
It manages the effect first order and is discharged COD60mg/L, ammonia nitrogen 2.5mg/l, total phosphorus 0.05mg/l, transparency 35cm;The second level is discharged
COD50mg/L, ammonia nitrogen 2mg/l, total phosphorus 0.035mg/l, transparency 38cm;The third level is discharged COD30mg/L, ammonia nitrogen 1.2mg/l,
Total phosphorus 0.032mg/l, transparency 50cm, after the processing of level Four processing in 15 hours, effluent quality reaches COD25mg/L, ammonia
Nitrogen 0.8mg/l, total phosphorus 0.03mg/l, transparency 80cm.
Above-listed detailed description is illustrating for possible embodiments of the present invention, which is not to limit this hair
Bright the scope of the claims, all equivalence enforcements or change without departing from carried out by the present invention are intended to be limited solely by the scope of the claims of this case.
Claims (5)
- Include the pond body equipped with inlet and outlet 1. a kind of screw classifying is coupled effluent treatment plant, it is characterised in that:Institute State the setting of ecto-entad step is sequentially connected in pond body the first resolving cell of circular ring shape, the second absorbing unit, third separation list Member and the 4th deep purifying unit, wherein the first resolving cell, the second absorbing unit and third separative element form form concentric spirals Shape structure, the water inlet are arranged on the first resolving cell, and the water outlet is arranged in the bottom of the 4th deep purifying unit On, it is equipped with algae-bacterium-floating plant module in the first resolving cell, microbe stuffing module is equipped in the second absorbing unit, It is equipped with volcanic rock zeolite-emergent aquactic plant module in third separative element, it is heavy that activated carbon-is equipped in the 4th deep purifying unit Water plant modules.
- 2. screw classifying according to claim 1 is coupled effluent treatment plant, it is characterised in that:Described first decomposes list The spiral gradient of member, the second absorbing unit and third separative element is respectively 2%-4%.
- 3. screw classifying according to claim 2 is coupled effluent treatment plant, it is characterised in that:The first resolving cell, Radial core wall, the water inlet, second absorbing unit are respectively equipped in second absorbing unit and third separative element Water inlet, the water inlet of the third separative element and the water inlet radially water proof respectively of the 4th deep purifying unit Wall both sides are staggered, the hand of spiral of first resolving cell, the second absorbing unit and third separative element respectively with phase The hand of spiral of adjacent unit is opposite.
- 4. screw classifying according to claim 3 is coupled effluent treatment plant, it is characterised in that:It is decomposed described first single It is respectively equipped with the inspection-pit that catchments being arranged alternately along core wall both sides in member, the second absorbing unit and the third separative element.
- 5. screw classifying according to claim 3 is coupled effluent treatment plant, it is characterised in that:It is set in the water inlet There is grille well.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109042464A (en) * | 2018-09-13 | 2018-12-21 | 天津市益多利来水产养殖有限公司 | A kind of aquaculture device |
CN111285474A (en) * | 2020-03-19 | 2020-06-16 | 弘筑(福建)建设集团有限公司 | Method for purifying water by using composite biological agent |
CN111635012A (en) * | 2020-06-23 | 2020-09-08 | 南宁师范大学 | Sewage purification and treatment device based on the symbiosis of aquatic plants and bacteria and algae |
CN115159770A (en) * | 2022-06-17 | 2022-10-11 | 深水海纳水务集团股份有限公司 | Sewage treatment method combining hydrotalcite adsorption pretreatment and biochemical treatment and integrated sewage treatment device thereof |
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CN106745472A (en) * | 2017-01-04 | 2017-05-31 | 广州市水之道生态环境修复有限公司 | A kind of lake solar energy high energy gas water purification system |
CN208603950U (en) * | 2018-04-28 | 2019-03-15 | 广州市水之道生态环境修复有限公司 | Screw classifying is coupled effluent treatment plant |
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SU1595796A1 (en) * | 1988-10-31 | 1990-09-30 | Ленинградское Отделение Государственного Республиканского Института По Проектированию Коммунальных Водопроводов И Канализаций "Гипрокоммунводоканал" | Apparatus for biological purification of waste water |
JPH10192884A (en) * | 1997-01-10 | 1998-07-28 | Japan Steel Works Ltd:The | Aerobic sewage treatment equipment |
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KR20010111996A (en) * | 2000-06-14 | 2001-12-20 | 안재순 | Hydraulic mixing and circulating system in water treatment |
KR100444972B1 (en) * | 2003-02-26 | 2004-08-21 | 변우일 | Constructed wetland system and method for controlling wastewater and nonpoint pollution source adopting multi-cells |
CN106745472A (en) * | 2017-01-04 | 2017-05-31 | 广州市水之道生态环境修复有限公司 | A kind of lake solar energy high energy gas water purification system |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN109042464A (en) * | 2018-09-13 | 2018-12-21 | 天津市益多利来水产养殖有限公司 | A kind of aquaculture device |
CN111285474A (en) * | 2020-03-19 | 2020-06-16 | 弘筑(福建)建设集团有限公司 | Method for purifying water by using composite biological agent |
CN111285474B (en) * | 2020-03-19 | 2022-08-09 | 弘筑(福建)建设集团有限公司 | Method for purifying water by using composite biological agent |
CN111635012A (en) * | 2020-06-23 | 2020-09-08 | 南宁师范大学 | Sewage purification and treatment device based on the symbiosis of aquatic plants and bacteria and algae |
CN115159770A (en) * | 2022-06-17 | 2022-10-11 | 深水海纳水务集团股份有限公司 | Sewage treatment method combining hydrotalcite adsorption pretreatment and biochemical treatment and integrated sewage treatment device thereof |
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