CN107032481A - A kind of biofilm packing and preparation method thereof and biofilm reactor - Google Patents

A kind of biofilm packing and preparation method thereof and biofilm reactor Download PDF

Info

Publication number
CN107032481A
CN107032481A CN201710300532.0A CN201710300532A CN107032481A CN 107032481 A CN107032481 A CN 107032481A CN 201710300532 A CN201710300532 A CN 201710300532A CN 107032481 A CN107032481 A CN 107032481A
Authority
CN
China
Prior art keywords
biofilm
biofilm packing
parts
sewage
packing
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.)
Granted
Application number
CN201710300532.0A
Other languages
Chinese (zh)
Other versions
CN107032481B (en
Inventor
蒋树贤
付丰连
张智远
李冬梅
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.)
Guangdong University of Technology
Original Assignee
Guangdong University of Technology
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 Guangdong University of Technology filed Critical Guangdong University of Technology
Priority to CN201710300532.0A priority Critical patent/CN107032481B/en
Publication of CN107032481A publication Critical patent/CN107032481A/en
Application granted granted Critical
Publication of CN107032481B publication Critical patent/CN107032481B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • C02F3/02Aerobic processes
    • C02F3/10Packings; Fillings; Grids
    • C02F3/105Characterized by the chemical composition
    • C02F3/107Inorganic materials, e.g. sand, silicates
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Materials Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

The invention belongs to water treatment field, more particularly to a kind of biofilm packing and preparation method thereof and biofilm reactor.The biofilm packing is made up of water with the siccative including following parts by weight:25~30 parts of sludge organism charcoal;30~35 parts of walnut shell charcoal;15~20 parts of quick lime;20~25 parts of portland cement;0.3~0.5 part of aluminium powder.The present invention to the raw material type and content that prepare biofilm packing by optimizing, and acquisition intensity is high, biological affinity is good, and surface has more gauffer and the biofilm packing in duct.It is applied in biofilm reactor, the microorganism in sewage can not only be made in the firm attachment in its surface and quick breeding, higher transmission efficiency can also be kept with the oxygen in biofilm reactor, so as to shorten biofilm time of the microorganism on filler surface in sewage, the proportion and activity of aerobic microbiological in the biomembrane of filler surface adhesion are improved, and then improves the sewage degradation efficiency of membrane bioreactor.

Description

A kind of biofilm packing and preparation method thereof and biofilm reactor
Technical field
The invention belongs to water treatment field, more particularly to a kind of biofilm packing and preparation method thereof and biomembrane reaction Device.
Background technology
In recent years, along with economic fast development, China also brings a series of environment while GDP growths are pursued Problem, wherein freshwater resources be in short supply to be forced town domestic sewage treatment technology to seem to be even more important.However as people's life water The content of nitrogen and phosphorous increase in flat raising, town domestic sewage, organic principle is complicated, and traditional biological sewage treatment technology is Paces can not be followed closely, treatment effect is not good, and biomembrance process handling process is by its treatment effeciency height, excess sludge sludge output Less, the features such as operational management facilitates quickly is sent out, and is had broad application prospects in sewage disposal.
So-called biomembrance process, refers to that the microorganism (i.e. biomembrane) using apposition growth in some solids surfaces is had The method of machine sewage disposal.Wherein, biomembrane is by the aerobic bacteria of highly dense, anaerobic bacteria, amphimicrobe, fungi, protozoan And the ecosystem of the composition such as algae, and the solid dielectric of its attachment is then referred to as filler or carrier.At present, in biomembrane reaction There are sand, anthracite, marble, dolomite, magnetic iron ore, garnet, manganese sand etc. natural using more extensive filler in device Filler, and the artificial filler such as styrofoam ball, high-efficiency fiber beam, ceramic filter material, but using the life of above-mentioned filler The problem of thing membrane reactor generally existing biofilm time length and low sewage degradation efficiency.
The content of the invention
In view of this, it is an object of the invention to provide a kind of biofilm packing and preparation method thereof and biomembrane reaction Device, the biofilm reactor biofilm time for being filled with filler of the present invention is short, and sewage degradation efficiency is high.
The invention provides a kind of biofilm packing, it is made up of water with the siccative including following parts by weight:
It is preferred that, the average grain diameter of the sludge organism charcoal is 0.1~1mm.
It is preferred that, the average grain diameter of the walnut shell charcoal is 0.2~2cm.
It is preferred that, the mesh number of the aluminium powder is 50~500 mesh.
It is preferred that, the portland cement marked as P.C32.5, P.C42.5, P.C52.5, P.F32.5, P.F42.5, One or more in P.F52.5, P.P42.5, P.P52.5, P.O42.5 and P.O52.5.
It is preferred that, the mass ratio of the water and siccative is (30~45):(100~110).
The invention provides a kind of preparation method of biofilm packing described in above-mentioned technical proposal, comprise the following steps:
A) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement, aluminium powder and water mixing, obtain material feeding to be poured Slurry;
B) by the slip casting to be cast into mould, slurry is got angry and solidified in a mold, obtains biofilm packing.
It is preferred that, the step a) is specifically included:
A1) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement and water mixing, obtain primary slurry;
A2) the primary slurry is mixed with aluminium powder, obtains slurry to be cast.
It is preferred that, in step b), in addition to:
After the slurry is got angry and solidified in a mold, conserved in feeding still kettle, obtain biofilm packing.
The invention provides a kind of biofilm reactor, including biofilm packing or above-mentioned skill described in above-mentioned technical proposal Biofilm packing prepared by art scheme methods described.
Compared with prior art, the invention provides a kind of biofilm packing and preparation method thereof and biofilm reactor. The biofilm packing that the present invention is provided is made up of water with the siccative including following parts by weight:25~30 parts of sludge organism charcoal;Walnut 30~35 parts of shell charcoal;15~20 parts of quick lime;20~25 parts of portland cement;0.3~0.5 part of aluminium powder.The present invention passes through The raw material type and content for preparing biofilm packing are in optimized selection, acquisition intensity is high, biological affinity is good, and surface has There are more gauffer and the biofilm packing in duct.It is applied in biofilm reactor, can not only makes the microorganism in sewage Firm attachment and quick breeding on its surface, additionally it is possible to keep higher transmission efficiency with the oxygen in biofilm reactor, from And shorten microorganism in sewage and, in the biofilm time on filler surface, improve aerobic microbiological in the biomembrane of filler surface adhesion Proportion and activity, and then improve the sewage degradation efficiency of membrane bioreactor.Used in addition, preparing biofilm packing of the present invention Sludge organism charcoal can be made up of sewage plant excess sludge, you can satisfaction recycle the need for, sludge treatment can be solved again The problem of.Test result indicates that, under equal conditions, compared to the biofilm reactor of filling conventional filler, the filling present invention The biofilm time of the biofilm reactor of filler shortens 6 days, biofilm thickness increase by 18.5%, water outlet TN < after maturation 10mg/L, COD < 50mg/L, BOD < 10mg/L.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this The embodiment of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can also basis The accompanying drawing of offer obtains other accompanying drawings.
Fig. 1 is the structural representation of biofilm reactor provided in an embodiment of the present invention;
Fig. 2 is the structural representation that bubble provided in an embodiment of the present invention cuts orifice plate;
Fig. 3 is the scanning electron microscopic observation figure for a certain position of filler that the embodiment of the present invention 1 is provided;
Fig. 4 is the scanning electron microscopic observation figure for the filler another location that the embodiment of the present invention 1 is provided.
Embodiment
The technical scheme in the embodiment of the present invention is clearly and completely described below, it is clear that described embodiment Only a part of embodiment of the invention, rather than whole embodiments.Based on the embodiment in the present invention, the common skill in this area The every other embodiment that art personnel are obtained under the premise of creative work is not made, belongs to the model that the present invention is protected Enclose.
The invention provides a kind of biofilm packing, it is made up of water with the siccative including following parts by weight:
The biofilm packing that the present invention is provided is made up of water and siccative, and the siccative includes sludge organism charcoal, walnut shell and given birth to Thing charcoal, quick lime, portland cement and aluminium powder.Wherein, the average grain diameter of the sludge organism charcoal is preferably 0.1~1mm, specifically Can for 0.15mm, 0.2mm, 0.25mm, 0.3mm, 0.31mm, 0.32mm, 0.33mm, 0.34mm, 0.35mm, 0.36mm, 0.37mm、0.38mm、0.39mm、0.4mm、0.41mm、0.42mm、0.43mm、0.44mm、0.45mm、0.5mm、0.55mm、 0.6mm, 0.65mm, 0.7mm, 0.75mm, 0.8mm, 0.85mm, 0.9mm or 0.95mm;The specific surface area of the sludge organism charcoal Preferably 10~100m2/ g, concretely 15m2/g、20m2/g、25m2/g、30m2/g、35m2/g、40m2/g、41m2/g、42m2/ g、43m2/g、44m2/g、45m2/g、46m2/g、47m2/g、48m2/g、49m2/g、50m2/g、51m2/g、52m2/g、53m2/g、 54m2/g、55m2/g、56m2/g、57m2/g、58m2/g、59m2/g、60m2/g、61m2/g、62m2/g、63m2/g、64m2/g、 65m2/g、66m2/g、67m2/g、68m2/g、69m2/g、70m2/g、75m2/g、80m2/g、85m2/g、90m2/ g or 95m2/g;Institute The pore volume for stating sludge organism charcoal is preferably 0.01~0.1cm3/ g, concretely 0.015cm3/g、0.02cm3/g、 0.025cm3/g、0.03cm3/g、0.031cm3/g、0.032cm3/g、0.033cm3/g、0.034cm3/g、0.035cm3/g、 0.036cm3/g、0.037cm3/g、0.038cm3/g、0.039cm3/g、0.04cm3/g、0.041cm3/g、0.042cm3/g、 0.043cm3/g、0.044cm3/g、0.045cm3/g、0.046cm3/g、0.047cm3/g、0.048cm3/g、0.049cm3/g、 0.05cm3/g、0.051cm3/g、0.052cm3/g、0.053cm3/g、0.054cm3/g、0.055cm3/g、0.056cm3/g、 0.057cm3/g、0.058cm3/g、0.059cm3/g、0.06cm3/g、0.065cm3/g、0.07cm3/g、0.075cm3/g、 0.08cm3/g、0.085cm3/g、0.09cm3/ g or 0.095cm3/g.In the present invention, sludge organism carbon content described in siccative For 25~30 parts by weight, concretely 25 parts by weight, 26 parts by weight, 27 parts by weight, 28 parts by weight, 29 parts by weight or 30 weight Part.The source of the sludge organism charcoal is not particularly limited the present invention, can prepare in accordance with the following methods:Sewage disposal After the residual active sludge of factory is dehydrated, dried, crushed and is carbonized successively, sludge organism charcoal is obtained.Wherein, it is described remaining living Property sludge moisture content can be 40~70%, concretely 50%, 55%, 60% or 65%;The temperature of the drying is preferably >=100 DEG C, more preferably 100~150 DEG C, concretely 105 DEG C, 110 DEG C, 115 DEG C, 120 DEG C, 125 DEG C, 130 DEG C, 135 DEG C, 140 DEG C or 145 DEG C;The time of the drying is not particularly limited the present invention, dries to constant weight;Obtained after the crushing The average grain diameter of pellet be preferably 0.1~1mm, concretely 0.2mm, 0.3mm, 0.4mm, 0.5mm, 0.6mm, 0.7mm, 0.8mm or 0.9mm;The temperature of the carbonization is preferably 300~500 DEG C, concretely 310 DEG C, 320 DEG C, 330 DEG C, 340 DEG C, 350℃、360℃、370℃、380℃、390℃、400℃、410℃、420℃、430℃、440℃、450℃、460℃、470 DEG C, 480 DEG C or 490 DEG C;The time of the carbonization is preferably 0.5~2h, concretely 0.6h, 0.7h, 0.8h, 0.9h, 1h, 1.1h, 1.2h, 1.3h, 1.4h, 1.5h, 1.6h, 1.7h, 1.8h or 1.9h.
In the present invention, the average grain diameter of the walnut shell charcoal is preferably 0.2~2cm, concretely 0.25cm, 0.3cm、0.35cm、0.36cm、0.37cm、0.38cm、0.39cm、0.4cm、0.41cm、0.42cm、0.43cm、0.44cm、 0.45cm、0.46cm、0.47cm、0.48cm、0.49cm、0.5cm、0.55cm、0.6cm、0.65cm、0.7cm、0.71cm、 0.72cm、0.73cm、0.74cm、0.75cm、0.76cm、0.77cm、0.78cm、0.79cm、0.8cm、0.81cm、0.82cm、 0.83cm、0.84cm、0.85cm、0.86cm、0.87cm、0.88cm、0.89cm、0.9cm、0.91cm、0.92cm、0.93cm、 0.94cm, 0.95cm, 0.96cm, 0.97cm, 0.98cm or 0.99cm;The specific surface area of the walnut shell charcoal is preferably 50 ~100m2/ g, concretely 55m2/g、60m2/g、65m2/g、66m2/g、67m2/g、68m2/g、69m2/g、70m2/g、71m2/ g、72m2/g、73m2/g、74m2/g、75m2/g、76m2/g、77m2/g、78m2/g、79m2/g、80m2/g、81m2/g、82m2/g、 83m2/g、84m2/g、85m2/g、90m2/ g or 95m2/g.In the present invention, the content of walnut shell charcoal is 30~35 in siccative Parts by weight, concretely 30 parts by weight, 31 parts by weight, 32 parts by weight, 33 parts by weight, 34 parts by weight or 35 parts by weight.The present invention The source of the walnut shell charcoal is not particularly limited, can be prepared in accordance with the following methods:Walnut shell particle is successively After drying and carbonization, walnut shell charcoal is obtained.Wherein, the temperature of the drying is preferably >=100 DEG C, more preferably 100~150 DEG C, concretely 105 DEG C, 110 DEG C, 115 DEG C, 120 DEG C, 125 DEG C, 130 DEG C, 135 DEG C, 140 DEG C or 145 DEG C;Institute It is preferably 12~96h to state the dry time, more preferably 24~72h, specifically may be selected to be 30h, 36h, 40h, 48h, 50h, 55h, 60h, 65h or 70h;The temperature of the carbonization is preferably 500~1000 DEG C, specifically may be selected to be 550 DEG C, 600 DEG C, 650 DEG C, 700 DEG C, 750 DEG C, 800 DEG C, 850 DEG C, 900 DEG C or 950 DEG C;The time of the carbonization is preferably 1~3h, specific to may be selected For 1.1h, 1.2h, 1.3h, 1.4h, 1.5h, 1.6h, 1.7h, 1.8h, 1.9h, 2h, 2.1h, 2.2h, 2.3h, 2.4h, 2.5h, 2.6h, 2.7h, 2.8h, 2.9h or 3h.
In the present invention, the content of quick lime (CaO) is 15~20 parts by weight in siccative, concretely 15 parts by weight, 16 Parts by weight, 17 parts by weight, 18 parts by weight, 19 parts by weight or 20 parts by weight.The present invention is not special to the source of the quick lime Limit, using commercially available quick lime.
In the present invention, the content of portland cement is 20~25 parts by weight in siccative, concretely 20 parts by weight, 21 weights Measure part, 22 parts by weight, 23 parts by weight, 24 parts by weight or 25 parts by weight.In the present invention, the portland cement includes but not limited One or more in portland-pozzolan cement, Portland fly ash cement and composite Portland cement;The silicate The label of cement include but is not limited to P.C32.5, P.C42.5, P.C52.5, P.F32.5, P.F42.5, P.F52.5, One or more in P.P42.5, P.P52.5, P.O42.5 and P.O52.5.The present invention does not have to the source of the portland cement It is particularly limited to, using commercially available quick lime.
In the present invention, the content of aluminium powder is 0.3~0.5 parts by weight in siccative, concretely 0.31 parts by weight, 0.32 weight Measure part, 0.33 parts by weight, 0.34 parts by weight, 0.35 parts by weight, 0.36 parts by weight, 0.37 parts by weight, 0.38 parts by weight, 0.39 weight Measure part, 0.4 parts by weight, 0.41 parts by weight, 0.42 parts by weight, 0.43 parts by weight, 0.44 parts by weight, 0.45 parts by weight, 0.46 weight Measure part, 0.47 parts by weight, 0.48 parts by weight or 0.49 parts by weight.In the present invention, the mesh number of the aluminium powder is preferably 50~500 Mesh, concretely 100 mesh, 150 mesh, 200 mesh, 250 mesh, 300 mesh, 350 mesh, 400 mesh or 450 mesh.
In the present invention, biofilm packing is made up of above-mentioned siccative and water.The mass ratio of the water and siccative is preferably (30 ~45):(100~110), more preferably (30~45):(101~105), specifically may be selected to be 35:(101~105) or 40: (101~105).In one embodiment for providing of the present invention, the water is 30~45 parts by weight, concretely 30 parts by weight, 31 parts by weight, 32 parts by weight, 33 parts by weight, 34 parts by weight, 35 parts by weight, 36 parts by weight, 37 parts by weight, 38 parts by weight, 39 weights Measure part, 40 parts by weight, 41 parts by weight, 42 parts by weight, 43 parts by weight, 44 parts by weight or 45 parts by weight.
The shape of the biofilm packing is not particularly limited the present invention, can be seedpod of the lotus shape, fusiform, spherical or band Shape etc..In one embodiment that the present invention is provided, the aeration tube phase that the biofilm packing can directly with biofilm reactor Even, i.e., aeration tube can be preferably connected through a screw thread directly to aeration inside biofilm packing between biofilm packing and aeration tube.
The present invention obtains intensity high, raw by the way that the raw material type and content that prepare biofilm packing are in optimized selection Thing affinity is good, and surface has more gauffer and the biofilm packing in duct.It is applied in biofilm reactor, not only The microorganism in sewage can be made in the firm attachment in its surface and quick breeding, additionally it is possible to keep with the oxygen in biofilm reactor Higher transmission efficiency, so that shortening microorganism in sewage, in the biofilm time on filler surface, improves the life of filler surface adhesion The proportion and activity of aerobic microbiological in thing film, and then improve the sewage degradation efficiency of membrane bioreactor.In addition, preparing this hair Sludge organism charcoal can be made up of sewage plant excess sludge used in bright biofilm packing, you can the need for satisfaction is recycled, The problem of sludge treatment being solved again.
Test result indicates that, the surface for the biofilm packing that the present invention is provided is covered with duct and gauffer, and outside duct is under It is supreme to become big successively, connected mostly between internal gutter, the filler of this pattern is favorably improved filler and the transmission of oxygen is imitated Rate, so as to improve the proportion and activity of aerobic microbiological on filler, and then improves sewage degradation efficiency;Under equal conditions, phase Compared with the biofilm reactor of filling conventional filler, the biofilm time for loading the biofilm reactor of filler of the present invention shortens 6 My god, biofilm thickness increase by 18.5%, water outlet TN < 10mg/L, COD < 50mg/L, BOD < 10mg/L after maturation.
The invention provides a kind of preparation method of biofilm packing described in above-mentioned technical proposal, comprise the following steps:
A) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement, aluminium powder and water mixing, obtain material feeding to be poured Slurry;
B) by the slip casting to be cast into mould, slurry to be cast is got angry and solidified in a mold, obtains biology Film filler.
In the preparation method that the present invention is provided, first by sludge organism charcoal, walnut shell charcoal, quick lime, silicate Cement, aluminium powder and water mixing, obtain slurry to be cast.In the present invention, above-mentioned raw materials are preferably mixed in such a way:
A1) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement and water mixing, obtain primary slurry;
A2) the primary slurry is mixed with aluminium powder, obtains slurry to be cast;Wherein, the primary slurry is mixed with aluminium powder Time be preferably 5~15min, concretely 5min, 6min, 7min, 8min, 9min, 10min, 11min, 12min, 13min, 14min or 15min.
Obtain after slurry to be cast, by the slip casting to be cast into mould, slurry is got angry and solidified in a mold. In the present invention, the mould is porous mold, and the gas that slurry is produced during getting angry discharges mould by hole.In the present invention In, the time that slurry is got angry and solidified in a mold is preferably 2~15h, concretely 3h, 4h, 5h, 6h, 7h, 8h, 9h, 10h, 11h, 12h, 13h or 14h.After slurry is got angry and solidifies and finish in a mold, biofilm packing is obtained.In the present invention, it is described After slurry is got angry and solidified in a mold, it is preferably sent to conserve in still kettle.Wherein, the vapour pressure of the maintenance is preferably 0.5 ~1.5MPa, specifically may be selected to be 0.6MPa, 0.7MPa, 0.8MPa, 0.9MPa, 1MPa, 1.1MPa, 1.2MPa, 1.3MPa or 1.4MPa;The temperature of the maintenance is preferably 60~120 DEG C, specifically may be selected to be 70 DEG C, 80 DEG C, 90 DEG C, 100 DEG C or 110 DEG C; The time of the maintenance is preferably 6~24h, specifically may be selected to be 7h, 8h, 9h, 10h, 11h, 12h, 13h, 14h, 15h, 16h, 17h, 18h, 19h, 20h, 21h, 22h or 23h.After maintenance is finished, go out kettle, obtain intensity more excellent biofilm packing.
The present invention obtains intensity high, raw by the way that the raw material type and content that prepare biofilm packing are in optimized selection Thing affinity is good, and surface has more gauffer and the biofilm packing in duct.It is applied in biofilm reactor, not only The microorganism in sewage can be made in the firm attachment in its surface and quick breeding, additionally it is possible to keep with the oxygen in biofilm reactor Higher transmission efficiency, so that shortening microorganism in sewage, in the biofilm time on filler surface, improves the life of filler surface adhesion The proportion and activity of aerobic microbiological in thing film, and then improve the sewage degradation efficiency of membrane bioreactor.In addition, preparing this hair Sludge organism charcoal can be made up of sewage plant excess sludge used in bright biofilm packing, you can the need for satisfaction is recycled, The problem of sludge treatment being solved again.Test result indicates that, under equal conditions, compared to the biomembrane of filling conventional filler Reactor, the biofilm time for loading the biofilm reactor of filler of the present invention shortens 6 days, biofilm thickness increase after maturation 18.5%, water outlet TN < 10mg/L, COD < 50mg/L, BOD < 10mg/L.
The invention provides a kind of biofilm reactor, including biofilm packing or above-mentioned skill described in above-mentioned technical proposal Biofilm packing prepared by art scheme methods described.
Referring to Fig. 1, Fig. 1 is the structural representation of biofilm reactor provided in an embodiment of the present invention.In Fig. 1,1 is sewage Reaction tank, 2 be aeration tube, and 3 be outlet position, and 4 be biofilm packing, and 5 be bubble cutter.6 be air blower.
The biofilm reactor that the present invention is provided includes sewage reaction tank 1, is arranged on the aeration tube 2 in sewage reaction tank 1, With the filler being seated in sewage reaction tank 1.Wherein, water inlet and delivery port are provided with sewage reaction tank 1, it is pending Sewage enters in sewage reaction tank 1 from water inlet, and progress biomembrance process processing, the sewage after processing in sewage reaction tank 1 From delivery port discharge, subsequent handling is flowed into.
In the present invention, aeration tube 2 is used to be aerated into sewage reaction tank 1, is that sewage reaction tank 1 provides oxygen atmosphere. In the present invention, gas in several outlets position 3, aeration tube 2 is provided with aeration tube 2 to discharge from outlet position 3.Carried in the present invention In one embodiment of confession, valve is provided with each outlet position 3, the capacity for adjusting outlet position 3.In present invention offer One embodiment in, the air inlet of aeration tube 2 is connected with the gas outlet of air blower 6.
In the present invention, biofilm packing 4 is located at the inner chamber of sewage reaction tank 1, when biofilm reactor is run, in sewage Microorganism can form biomembrane on the surface of biofilm packing 4, and biomembrane can degrade to the polluter in sewage.In this hair In one embodiment of bright offer, biofilm packing 4 is connected with outlet position 3.It is biological in one embodiment that the present invention is provided It is connected through a screw thread between film filler 4 and outlet position 3.In the present invention, biofilm packing 4 is connected with outlet position 3 can make aeration Pipe is directly to aeration inside biofilm packing, so that the microorganism in the biomembrane adhered on biofilm packing obtains abundance Oxygen amount, it is ensured that microorganism is fully in aerobic environment, improves degraded of the aerobic microbiological to water pollutant in biomembrane and imitates Rate.The shape of biofilm packing 3 is not particularly limited the present invention, can be seedpod of the lotus shape, fusiform, spherical or with shape etc..
In one embodiment that the present invention is provided, bubble cutter is additionally provided between biofilm packing 4 and outlet position 3 5, the bubble for the air of the discharge of outlet position 3 to be cut into certain diameter improves oxygen transfer efficiency.Bubble cutter 5 Inlet end is connected with outlet position 3, and the outlet side of bubble cutter 5 is connected with biofilm packing 4, the inner chamber edge of bubble cutter 5 Gas motion direction is provided with bubble cutting orifice plate, cut as shown in Fig. 2 Fig. 2 is bubble provided in an embodiment of the present invention Cut the structural representation of orifice plate.In one embodiment that the present invention is provided, spiral shell is passed through between bubble cutter 5 and outlet position 3 Line is connected, and is connected through a screw thread between bubble cutter 5 and biofilm packing 4.In one embodiment that the present invention is provided, gas Handle is provided with the outer wall for steeping cutter 5, consequently facilitating the dismounting and installation of bubble cutter 5.
In the present invention, the running of biofilm reactor is as follows:Sewage enters anti-from the water inlet of sewage reaction tank Ying Chi, while being aerated to improve the microorganism in the oxygen content in sewage, sewage in reaction tank into reaction tank by aeration tube Interior filler surface biofilm, the microorganism formed after a period of time in stable biomembrane, biomembrane is to the pollutant in sewage Degraded, so as to realize the purification to sewage.
The microorganism that the biofilm reactor that the present invention is provided is filled with homemade biofilm packing, sewage can be in the life The firm attachment in thing film filler surface and quick breeding, and the biofilm packing can be kept with the oxygen in biofilm reactor compared with High transmission efficiency, in the biofilm time on filler surface, the life of filler surface adhesion is improved so as to shorten microorganism in sewage The proportion and activity of aerobic microbiological in thing film, and then there is the biofilm reactor for providing the present invention higher sewage to drop Solve efficiency.Test result indicates that, under equal conditions, compared to traditional biofilm reactor is filled, biomembrane of the present invention is anti- The biofilm time of device is answered to shorten 6 days, biofilm thickness increase by 18.5%, water outlet TN < 10mg/L, COD < 50mg/ after maturation L, BOD < 10mg/L.
In addition, biofilm reactor and its preferred implementation scheme that the present invention is provided are compared to traditional biomembrane reaction Device, also has the following advantages that:
(1) purpose of biofilm aeration is to make to be attached to aerobic microbiological in biomembrane to obtain sufficient oxygen amount, traditional The approach that microorganism on biomembrane obtains oxygen is:" aeration follicular rupture → Dissolved Oxygen in Water increase → biomembrane obtains oxygen → contaminant degradation ", oxygen transmission chain is long, and transfer efficiency is low, causes substantial amounts of energy waste.The optimization technique side of the present invention Biofilm packing is connected by case with aeration tube, and biofilm packing inside is aerated, and the approach that microorganism obtains oxygen is changed into:" expose Bubbles burst → biomembrane obtains oxygen → contaminant degradation ", oxygen transmission chain is shortened, filling for biomembrane is substantially increased Oxygen efficiency, reduces aeration power consumption.
(2) oxygen is transferred to biofilm surface by conventional art indirectly by sewage, is caused in biofilm surface and sewage Oxygen content is higher, and the inside oxygen content of film is not high, and research shows, generally maximum penetration depth of the oxygen in biomembrane No more than 150um, and biofilm thickness is generally 2mm or so, therefore in biomembrane inner most region in anaerobic state, So as to limit degradation efficiency of the aerobic microbiological to pollutant.The preferred technical solution of the present invention is by biofilm packing with being aerated Pipe is connected, and biofilm packing inside is aerated, and can make to be in aerobic state inside biomembrane, is conducive to improving aerobic on biomembrane The proportion and activity of microorganism, so as to improve sewage degradation efficiency.
(3) traditional biofilm reactor according to by filler fixed placement after certain block region, filler filling with dismounting very Filler is connected through a screw thread by inconvenience, the preferred technical solution of the present invention with aerator, and periphery is provided with handle convenient use Instrument or hand dismounting and installation.One side filler can be directly installed on newly-built pond in other ripe water environments after biofilm In, reduce debug time;On the other hand, the type and quantity of biomembrane can according to different quality water demand arbitrarily increase and decrease and Change;Meanwhile, the mode of dismantled and assembled connection is also beneficial to equipment inspection and maintenance.
(4) the preferred technical solution of the present invention is provided with valve on the outlet position of aeration tube, can be according to technique needs By Valve controlling aeration quantity, regulation biofilm thickness and dominant bacteria.
(5) the preferred technical solution of the present invention can freely load and unload biofilm packing movement, can make biomembrane suitable Environment in be transferred to new cesspool after culture biofilm, shorten the engineering debugging startup time, also can run process in reactor In inoculation benign strain elsewhere as needed, be easy to maintenance and management.
For the sake of becoming apparent from, it is described in detail below by following examples.
Embodiment 1
Prepare biofilm packing
The weight proportion of biofilm packing each component composition is as follows:Aluminium powder (200 mesh) 0.35g, sludge organism charcoal 30g, fire Mountain ash portland cement (P.P32.5) 25g, walnut shell charcoal 30g, lime 17g, water 40g.
(1) preparation of sludge organism charcoal:Guangzhou sewage disposal plant excess sludge (moisture content 55%), after dehydration Dried in baking oven under the conditions of 105 DEG C to constant weight, be ground into 0.5mm or so particle, then move into isolation air heating in Muffle furnace To 400 DEG C of constant temperature charing 60min, stop heating, be detained 1 hour in stove, take out standby.To the flat of the sludge organism charcoal of preparation Equal particle diameter, specific surface area and pore volume detected, as a result for:Average grain diameter 0.38mm, specific surface area 51.332m2/ g, pore volume Product 0.04621cm3/g。
(2) preparation of walnut shell charcoal:Walnut shell powder is broken into 1cm × 1cm bulk, in an oven 120 DEG C of conditions Lower drying 48 hours, moves into isolation air in Muffle furnace and is heated to 700 DEG C of constant temperature charing 1.5h, stop heating, be detained in stove 1h, takes out standby.Average grain diameter and specific surface area to the walnut shell charcoal of preparation detect, as a result for:Average grain diameter 0.39cm, specific surface area 74.252m2/g。
(3) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement are pressed into the dry-mixed stirring of above-mentioned weight proportion Uniformly, primary slurry is made in the stirring that adds water, and adds aluminium powder stirring 10min, and injection porous mold is got angry 6h, finally sends into steam pressure Kettle, conserves 12h under the conditions of 0.85MPa vapour pressures, 90 DEG C, obtains biofilm packing.
Electron microscopic observation, specific surface area detection and aperture size detection are scanned to obtained biofilm packing.Wherein, sweep Retouch electron microscopic observation figure as shown in Figure 3 and Figure 4, Fig. 3 and Fig. 4 are the scanning electricity for the filler diverse location that the embodiment of the present invention 1 is provided Sem observation figure.By Fig. 3~4 as can be seen that the surface of biofilm packing manufactured in the present embodiment is covered with duct and gauffer.Compare table Area detecting result is:45.486m2/g.Aperture size testing result is:Average pore size is in 1mm or so inside biofilm packing, And connected mostly between duct;Outside duct becomes big, bottom average pore size 5mm or so, top average pore size successively from bottom to up 20mm or so.
Using GB/T17671-1999《Test method for strength of hydraulic cement mortar (ISO methods)》Testing procedure and requirement are to obtained Biofilm packing carries out strength test, using shake table mode, 8 ° of Intensity of Breaking Tester, and counterweight lever is in equilbrium position, supports 17 DEG C of temperature, loading speed 1700N/s are protected, test result is that 3d rupture strengths are 2.0MPa, and 3d compression strength is 10.1MPa.
Embodiment 2
Prepare biofilm packing
The weight proportion of biofilm packing each component composition is as follows:Aluminium powder (300 mesh) 0.40g, sludge organism charcoal 25g, powder Coal ash portland cement (P.F42.5) 25g, walnut shell charcoal 32g, lime 18g, water 42g.
(1) preparation of sludge organism charcoal:Guangzhou sewage disposal plant excess sludge (moisture content 60%), after dehydration Dried in baking oven under the conditions of 110 DEG C to constant weight, be ground into 0.5mm or so particle, then move into isolation air heating in Muffle furnace To 430 DEG C of constant temperature charing 1.2h, stop heating, be detained 1 hour in stove, take out standby.To the flat of the sludge organism charcoal of preparation Equal particle diameter, specific surface area and pore volume detected, as a result for:Average grain diameter 0.36mm, specific surface area 60.401m2/ g, pore volume Product 0.06471cm3/g。
(2) preparation of walnut shell charcoal:Walnut shell powder is broken into 1cm × 1cm bulk, in an oven 105 DEG C of conditions Lower drying 48 hours, moves into isolation air in Muffle furnace and is heated to 600 DEG C of constant temperature charing 2h, stop heating, 1h is detained in stove, Take out standby.Average grain diameter and specific surface area to the walnut shell charcoal of preparation detect, as a result for:Average grain diameter 0.45cm, specific surface area 79.203m2/g。
(3) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement are pressed into the dry-mixed stirring of above-mentioned weight proportion Uniformly, primary slurry is made in the stirring that adds water, and adds aluminium powder stirring 10min, and injection porous mold is got angry 7h, finally sends into steam pressure Kettle, conserves 12h under the conditions of 0.85MPa vapour pressures, 90 DEG C, obtains biofilm packing.
Specific surface area detection and aperture size detection are carried out to obtained biofilm packing.Specific surface area testing result is: 51.691m2/g.Aperture size testing result is:Average pore size is most between 1mm or so, and duct inside biofilm packing Connection;Outside duct becomes big, bottom average pore size 5mm or so, top average pore size 20mm or so successively from bottom to up.
Using GB/T17671-1999《Test method for strength of hydraulic cement mortar (ISO methods)》Testing procedure and requirement are to obtained Biofilm packing carries out strength test, using shake table mode, 9 ° of Intensity of Breaking Tester, and counterweight lever is in equilbrium position, supports 17 DEG C of temperature, loading speed 1500N/s are protected, test result is that 3d rupture strengths are 2.3MPa, and 3d compression strength is 10.9MPa.
Embodiment 3
Prepare biofilm packing
The weight proportion of biofilm packing each component composition is as follows:Aluminium powder (400 mesh) 0.45g, sludge organism charcoal 27g is multiple Close portland cement (P.C42.5) 25g, walnut shell charcoal 30g, lime 19g, water 44g.
(1) preparation of sludge organism charcoal:Guangzhou sewage disposal plant excess sludge (moisture content 65%), after dehydration Dried in baking oven under the conditions of 105 DEG C to constant weight, be ground into 0.5mm or so particle, then move into isolation air heating in Muffle furnace To 450 DEG C of constant temperature charing 1.2h, stop heating, be detained 1 hour in stove, take out standby.To the flat of the sludge organism charcoal of preparation Equal particle diameter, specific surface area and pore volume detected, as a result for:Average grain diameter 0.35mm, specific surface area 59.732m2/ g, pore volume Product 0.05381cm3/g。
(2) preparation of walnut shell charcoal:Walnut shell powder is broken into 1cm × 1cm bulk, in an oven 120 DEG C of conditions Lower drying 48 hours, moves into isolation air in Muffle furnace and is heated to 650 DEG C of constant temperature charing 2h, stop heating, 1h is detained in stove, Take out standby.Average grain diameter and specific surface area to the walnut shell charcoal of preparation detect, as a result for:Average grain diameter 0.42cm, specific surface area 81.065m2/g。
(3) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement are pressed into the dry-mixed stirring of above-mentioned weight proportion Uniformly, primary slurry is made in the stirring that adds water, and adds aluminium powder stirring 10min, and injection porous mold is got angry 8h, finally sends into steam pressure Kettle, conserves 12h under the conditions of 0.85MPa vapour pressures, 90 DEG C, obtains biofilm packing.
Specific surface area detection and aperture size detection are carried out to obtained biofilm packing.Specific surface area testing result is: 48.266m2/g.Aperture size testing result is:Average pore size is most between 1mm or so, and duct inside biofilm packing Connection;Outside duct becomes big, bottom average pore size 5mm or so, top average pore size 20mm or so successively from bottom to up.
Using GB/T17671-1999《Test method for strength of hydraulic cement mortar (ISO methods)》Testing procedure and requirement are to obtained Biofilm packing carries out strength test, using shake table mode, 10 ° of Intensity of Breaking Tester, and counterweight lever is in equilbrium position, supports 17 DEG C of temperature, loading speed 1700N/s are protected, test result is that 3d rupture strengths are 2.3MPa, and 3d compression strength is 11.1MPa.
Embodiment 4
Biofilm reactor
The present embodiment 1 provides a kind of biofilm reactor of structure shown in Fig. 1, biomembrane provided in an embodiment of the present invention Reactor includes sewage reaction tank 1, is arranged on the aeration tube 2 in sewage reaction tank 1, and be seated in filling out in sewage reaction tank 1 Material.
Wherein, water inlet and water outlet are provided with sewage reaction tank 1 (length × width × height=0.8m × 0.32m × 0.45m) Mouthful.The air inlet of aeration tube 2 is connected with the gas outlet of air blower 6, and being averagely provided with 2 along its length on aeration tube 2 goes out Valve is provided with gas position 3, each outlet position 3, the outlet side of each outlet position 3 is respectively connected with bubble cutter 5, and bubble is cut The inner chamber edge of cutter 5 is provided with bubble cutting orifice plate, the outer wall of bubble cutter 5 perpendicular to gas motion direction and is provided with hand Handle, the outlet side of each bubble cutter 5 is connected with a biofilm packing 4, leads between bubble cutter 5 and outlet position 3 Threaded connection is crossed, is connected through a screw thread between bubble cutter 5 and biofilm packing 4.
In the present embodiment, the biofilm packing that biofilm packing 4 is prepared using embodiment 1, it is shaped as seedpod of the lotus shape, tool Body size is maximum gauge × height=0.2m × 0.32m.
The running of the biofilm reactor is:The water inlet of sewage from sewage reaction tank enters reaction tank, leads to simultaneously Cross aeration tube to be aerated to the inside of biofilm packing, filler surface biofilm of the microorganism in sewage in reaction tank, at one section Between after the microorganism that is formed in stable biomembrane, biomembrane the pollutant in sewage is degraded, so as to realize to sewage Purification.
Embodiment 5
Biofilm reactor
With reference to the biofilm reactor of embodiment 4, it differs only in the life that biofilm packing 4 is prepared using embodiment 2 Thing film filler, the shape and size of filler keep constant.
Embodiment 6
Biofilm reactor
With reference to the biofilm reactor of embodiment 4, it differs only in the life that biofilm packing 4 is prepared using embodiment 3 Thing film filler, the shape and size of filler keep constant.
Comparative example
Biofilm reactor
With reference to the biofilm reactor of embodiment 4, it is public using Guangdong environmental protection equipment that it differs only in biofilm packing 4 The polypropylene filler for flower ring of department, material:PP, specification:DG20 rings, 145 × 48 × 3 × 6mm.
Embodiment 7
The wastewater treatment efficiency of different biofilm reactors compares
The biofilm reactor that embodiment 4~6 and comparative example is respectively adopted carries out sewage disposal, and service condition is:One Between atmospheric pressure, 20~30 DEG C of water temperature, sewage quality (COD=247 ± 15mg/L, BOD=135 ± 12mg/L, TN=14.2 ± 0.9mg/L, NH4+- N=8.1 ± 1.3mg/L), biofilm surface dissolved oxygen content 1.8-2.6mg/L, pH value 6.2-7.5, sewage Residence time is 7.5h.
On this condition, the biofilm time of embodiment 4 is 23 days, and the thickness after biomembrane is ripe is 1.50mm;Embodiment 5 The biofilm time be 25 days, the thickness after biomembrane is ripe is 1.44cm;The biofilm time of embodiment 6 be 23 days, biomembrane into Thickness after ripe is 1.47cm;The biofilm time of comparative example is 30 days, and the thickness after biomembrane is ripe is 1.24mm.
After stable operation, water outlet TN < 5mg/L, COD < 50mg/L, the BOD < 10mg/ of the biofilm reactor of embodiment 4 L, water outlet TN < 6mg/L, COD < 50mg/L, the BOD < 13mg/L of the biofilm reactor of embodiment 5, the biomembrane of embodiment 6 is anti- Water outlet TN < 5mg/L, COD < 50mg/L, the BOD < 12mg/L of device are answered, is reached《Urban wastewater treatment firm pollutant emission mark Accurate (GB18918-2002)》One-level B standard;Water outlet TN < 10mg/L, COD < 58mg/L, BOD of comparative example biofilm reactor < 20mg/L.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should It is considered as protection scope of the present invention.

Claims (10)

1. a kind of biofilm packing, is made up of water with the siccative including following parts by weight:
2. biofilm packing according to claim 1, it is characterised in that the average grain diameter of the sludge organism charcoal is 0.1 ~1mm.
3. biofilm packing according to claim 1, it is characterised in that the average grain diameter of the walnut shell charcoal is 0.2~2cm.
4. biofilm packing according to claim 1, it is characterised in that the mesh number of the aluminium powder is 50~500 mesh.
5. biofilm packing according to claim 1, it is characterised in that the portland cement marked as P.C32.5, In P.C42.5, P.C52.5, P.F32.5, P.F42.5, P.F52.5, P.P42.5, P.P52.5, P.O42.5 and P.O52.5 It is one or more.
6. biofilm packing according to claim 1, it is characterised in that the mass ratio of the water and siccative for (30~ 45):(100~110).
7. a kind of preparation method of any one of claim 1~6 biofilm packing, comprises the following steps:
A) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement, aluminium powder and water mixing, obtain slurry to be cast;
B) by the slip casting to be cast into mould, slurry is got angry and solidified in a mold, obtains biofilm packing.
8. preparation method according to claim 7, it is characterised in that the step a) is specifically included:
A1) sludge organism charcoal, walnut shell charcoal, quick lime, portland cement and water mixing, obtain primary slurry;
A2) the primary slurry is mixed with aluminium powder, obtains slurry to be cast.
9. preparation method according to claim 7, it is characterised in that in step b), in addition to:
After the slurry is got angry and solidified in a mold, conserved in feeding still kettle, obtain biofilm packing.
10. a kind of biofilm reactor, including biofilm packing or claim 7~9 described in any one of claim 1~6 Biofilm packing prepared by any one methods described.
CN201710300532.0A 2017-05-02 2017-05-02 Biofilm filler, preparation method thereof and biofilm reactor Expired - Fee Related CN107032481B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710300532.0A CN107032481B (en) 2017-05-02 2017-05-02 Biofilm filler, preparation method thereof and biofilm reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710300532.0A CN107032481B (en) 2017-05-02 2017-05-02 Biofilm filler, preparation method thereof and biofilm reactor

Publications (2)

Publication Number Publication Date
CN107032481A true CN107032481A (en) 2017-08-11
CN107032481B CN107032481B (en) 2021-03-30

Family

ID=59538152

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710300532.0A Expired - Fee Related CN107032481B (en) 2017-05-02 2017-05-02 Biofilm filler, preparation method thereof and biofilm reactor

Country Status (1)

Country Link
CN (1) CN107032481B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112588103A (en) * 2020-11-16 2021-04-02 同济大学 Membrane-based waste gas biological treatment method and system
CN113248075A (en) * 2021-03-29 2021-08-13 贵州雏阳生态环保科技有限公司 Preparation and use method of wetland filler
CN113772809A (en) * 2021-09-14 2021-12-10 同济大学 Adsorption filler synergistic bioactivation permeable reaction column and preparation method and application thereof
CN114890533A (en) * 2022-05-20 2022-08-12 中冶生态环保集团有限公司 Sludge-based biochar carrier material, preparation method thereof and water purification system

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000084578A (en) * 1998-09-17 2000-03-28 Kopurosu:Kk Contact aeration tank
KR20030033645A (en) * 2001-10-24 2003-05-01 에스케이건설 주식회사 Wastewater treatment with biological porous media
CN2714554Y (en) * 2004-06-25 2005-08-03 上海万森水处理有限公司 Variable microporous aeration hose pipe
CN1699214A (en) * 2004-05-18 2005-11-23 中国水利水电科学研究院 Compound filling for sewage treatment
KR100822667B1 (en) * 2007-11-06 2008-04-16 신양용역개발(주) Advanced treatment apparatus for sewage using the sy-sfbnr
CN101229946A (en) * 2007-12-29 2008-07-30 兰州大学 Biological aerated filter filtering material for treating sewage and preparation method thereof
CN101798140A (en) * 2010-03-26 2010-08-11 河海大学 Filter material for biological aerated filter and preparation method thereof
CN101928092A (en) * 2009-06-22 2010-12-29 鞍钢股份有限公司 Sewage treatment method adopting baffle plate and membrane aeration coupling device
CN103663450A (en) * 2013-12-19 2014-03-26 中国科学院过程工程研究所 Carbon microspheres with high specific surface area and preparation method for carbon microspheres with high specific surface area
CN103801261A (en) * 2013-11-14 2014-05-21 淮南矿业(集团)有限责任公司 Adsorbing material as well as preparation method and application thereof
CN106186358A (en) * 2016-09-07 2016-12-07 江苏凯米膜科技股份有限公司 A kind of charcoal viscose rayon slow release carbon source filler and preparation method

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000084578A (en) * 1998-09-17 2000-03-28 Kopurosu:Kk Contact aeration tank
KR20030033645A (en) * 2001-10-24 2003-05-01 에스케이건설 주식회사 Wastewater treatment with biological porous media
CN1699214A (en) * 2004-05-18 2005-11-23 中国水利水电科学研究院 Compound filling for sewage treatment
CN2714554Y (en) * 2004-06-25 2005-08-03 上海万森水处理有限公司 Variable microporous aeration hose pipe
KR100822667B1 (en) * 2007-11-06 2008-04-16 신양용역개발(주) Advanced treatment apparatus for sewage using the sy-sfbnr
CN101229946A (en) * 2007-12-29 2008-07-30 兰州大学 Biological aerated filter filtering material for treating sewage and preparation method thereof
CN101928092A (en) * 2009-06-22 2010-12-29 鞍钢股份有限公司 Sewage treatment method adopting baffle plate and membrane aeration coupling device
CN101798140A (en) * 2010-03-26 2010-08-11 河海大学 Filter material for biological aerated filter and preparation method thereof
CN103801261A (en) * 2013-11-14 2014-05-21 淮南矿业(集团)有限责任公司 Adsorbing material as well as preparation method and application thereof
CN103663450A (en) * 2013-12-19 2014-03-26 中国科学院过程工程研究所 Carbon microspheres with high specific surface area and preparation method for carbon microspheres with high specific surface area
CN106186358A (en) * 2016-09-07 2016-12-07 江苏凯米膜科技股份有限公司 A kind of charcoal viscose rayon slow release carbon source filler and preparation method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
罗舒君等: "竹炭曝气生物滤池去除水中有机物的研究", 《水处理技术》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112588103A (en) * 2020-11-16 2021-04-02 同济大学 Membrane-based waste gas biological treatment method and system
CN112588103B (en) * 2020-11-16 2022-07-29 同济大学 Membrane-based waste gas biological treatment method and system
CN113248075A (en) * 2021-03-29 2021-08-13 贵州雏阳生态环保科技有限公司 Preparation and use method of wetland filler
CN113772809A (en) * 2021-09-14 2021-12-10 同济大学 Adsorption filler synergistic bioactivation permeable reaction column and preparation method and application thereof
CN114890533A (en) * 2022-05-20 2022-08-12 中冶生态环保集团有限公司 Sludge-based biochar carrier material, preparation method thereof and water purification system

Also Published As

Publication number Publication date
CN107032481B (en) 2021-03-30

Similar Documents

Publication Publication Date Title
CN107055752A (en) A kind of biofilm reactor
CN107337414B (en) Carbonized baking-free brick prepared from marine waste sludge and preparation method thereof
CN107032481A (en) A kind of biofilm packing and preparation method thereof and biofilm reactor
CN104927961B (en) A kind of biomass granule fuel and preparation method thereof
CN101850574B (en) Process for preparing sludge autoclaved aerated concrete building block
CN102351557B (en) Method for preparing non-sintered ceramsite from activated sludge blended with fly ash
CN104909460B (en) Porosity denitrogenation dephosphorizing filler for artificial swamp and preparation method thereof
CN105481094B (en) It is a kind of for the ceramics filling of sewage disposal, production method and sewage-treatment plant
CN100424034C (en) Compound bricks of phosphogypsum, and producing method
CN114163176B (en) Sintering-free raw material ball filler for rural sewage treatment system, and preparation and maintenance methods thereof
CN109608151A (en) A method of high-strength carbonization building materials are prepared using slag micro powder
CN103833407A (en) Papermaking waste residue aerated brick and manufacturing method thereof
CN107188601A (en) A kind of method that utilization city sewage and sludge prepares light porous haydite
CN107252680A (en) A kind of preparation method of biofilm carrier
CN101672084A (en) Fly ash stilled brick and preparation method thereof
CN109912289A (en) A kind of industrialized preparing process and system of sludge autoclaved brick
CN101700942B (en) Device and method for processing waste firedamp liquid
CN108264308A (en) It is a kind of heat-insulated non-burning brick and preparation method thereof
CN101805204A (en) Shale, water-containing sludge, biomass ceramsite and production method thereof
CN105668970A (en) Method for preparing marsh gas from deer manure through efficient anaerobic fermentation
CN106630815B (en) Waste incineration bottom ash baking-free ceramicite and preparation method thereof
CN111848015A (en) Method for preparing foaming wall material by using municipal sludge
CN103496933A (en) Preparation method of high-ferrosilicon tailing autoclaved brick
CN102503061B (en) Inorganic-organic composite conditioner for sludge composting
CN108503334A (en) A kind of large dosage paper mill sludge air-entrained concrete building block and preparation method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210330

CF01 Termination of patent right due to non-payment of annual fee