[go: up one dir, main page]

CN108409055A - Screw classifying is coupled effluent treatment plant - Google Patents

Screw classifying is coupled effluent treatment plant Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
unit
separative element
resolving cell
water
absorbing unit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810397992.4A
Other languages
Chinese (zh)
Inventor
黎德俊
杨曦
黄龙翔
唐波
黄海宇
李笛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Shuizhidao Ecological Environmental Modification Co Ltd
Original Assignee
Guangzhou Shuizhidao Ecological Environmental Modification Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangzhou Shuizhidao Ecological Environmental Modification Co Ltd filed Critical Guangzhou Shuizhidao Ecological Environmental Modification Co Ltd
Priority to CN201810397992.4A priority Critical patent/CN108409055A/en
Publication of CN108409055A publication Critical patent/CN108409055A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/281Treatment of water, waste water, or sewage by sorption using inorganic sorbents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/283Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F2003/001Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
    • C02F2003/003Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms using activated carbon or the like
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/105Phosphorus compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/16Nitrogen compounds, e.g. ammonia
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2203/00Apparatus and plants for the biological treatment of water, waste water or sewage
    • C02F2203/006Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/14NH3-N
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • C02F3/322Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae
    • C02F3/325Biological 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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • 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

Screw classifying is coupled effluent treatment plant
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)

  1. 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. 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. 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. 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. 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.
CN201810397992.4A 2018-04-28 2018-04-28 Screw classifying is coupled effluent treatment plant Pending CN108409055A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810397992.4A CN108409055A (en) 2018-04-28 2018-04-28 Screw classifying is coupled effluent treatment plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810397992.4A CN108409055A (en) 2018-04-28 2018-04-28 Screw classifying is coupled effluent treatment plant

Publications (1)

Publication Number Publication Date
CN108409055A true CN108409055A (en) 2018-08-17

Family

ID=63137145

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810397992.4A Pending CN108409055A (en) 2018-04-28 2018-04-28 Screw classifying is coupled effluent treatment plant

Country Status (1)

Country Link
CN (1) CN108409055A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE19755447A1 (en) * 1997-12-13 1999-06-17 Paul Dipl Ing Schaad Waste water treatment basin having spiral-walled channel
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
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

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE19755447A1 (en) * 1997-12-13 1999-06-17 Paul Dipl Ing Schaad Waste water treatment basin having spiral-walled channel
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
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

Cited By (5)

* Cited by examiner, † Cited by third party
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
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

Similar Documents

Publication Publication Date Title
CN101475284B (en) Domestic sewage treatment process and apparatus
Vymazal The use of hybrid constructed wetlands for wastewater treatment with special attention to nitrogen removal: a review of a recent development
US4415450A (en) Method for treating wastewater using microorganisms and vascular aquatic plants
CN101905944B (en) Composite-type sewage sludge treatment system for artificial wetland
CN101665310B (en) Method for treating sewage by artificial wetland and sewage treatment device for realizing method
CN108409055A (en) Screw classifying is coupled effluent treatment plant
CN103951067A (en) System and method for treating rural sewage by using ecological system based on multi-submerged plant combinations
CN201942568U (en) Biochemical membrane automatic aeration vertical subsurface flow constructed wetland sewage treatment device
CN103241907B (en) Method and device for treating organic oil-containing wastewater
Mažeikienė Improving small-scale wastewater treatment plant performance by using a filtering tertiary treatment unit
CN104761102A (en) Comprehensive reaction purification treatment method for recycling culture tail water
CN103435155A (en) Low-energy and intelligent three-dimensional ecological self-refluxing circulation nitrification method and apparatus
CN104058545A (en) A method for treating aquaculture sewage by combining biological carrier and ecological restoration technology
CN104692590A (en) Sewage treatment system
CN105016579A (en) Rural sewage treatment system
CN103265145A (en) Method for purifying river water with low load and low temperature by using natural biofilm reactor
CN102040316B (en) Method for purifying ecological compound sludge water body
CN107162315A (en) Biological cycle method sewage disposal system
CN112939381A (en) Multi-efficiency combined biological filter
CN206886902U (en) A kind of biological cycle method sewage disposal system
CN215049509U (en) Multi-efficiency combined biological filter
CN208603950U (en) Screw classifying is coupled effluent treatment plant
CN209974535U (en) Artificial wetland sewage treatment device for northern cold regions
CN103241906A (en) Sewage treatment method and device for reusing reclaimed water as landscape water
CN207792859U (en) Adsorption filter screen

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
CB02 Change of applicant information

Address after: Room 1703, 17th Floor, No. 83 Huadi Avenue Middle, Liwan District, Guangzhou City, Guangdong Province, 510380 (Office only)

Applicant after: Guangzhou Shuizhidao Environmental Technology Co.,Ltd.

Address before: Room 1616, 16th floor, Jinhao building, 83 Huadi Avenue middle, Liwan District, Guangzhou, Guangdong 510380

Applicant before: GUANGZHOU SHUIZHIDAO ECOLOGICAL ENVIRONMENT RESTORATION Co.,Ltd.

CB02 Change of applicant information
RJ01 Rejection of invention patent application after publication

Application publication date: 20180817

RJ01 Rejection of invention patent application after publication