CN102229460B - Method for inducing aerobic sludge to granulate by using sludge micropowder - Google Patents
Method for inducing aerobic sludge to granulate by using sludge micropowder Download PDFInfo
- Publication number
- CN102229460B CN102229460B CN2011101410207A CN201110141020A CN102229460B CN 102229460 B CN102229460 B CN 102229460B CN 2011101410207 A CN2011101410207 A CN 2011101410207A CN 201110141020 A CN201110141020 A CN 201110141020A CN 102229460 B CN102229460 B CN 102229460B
- Authority
- CN
- China
- Prior art keywords
- sludge
- micropowder
- reactor
- aerobic
- mud
- Prior art date
Links
- 239000010802 sludge Substances 0.000 title claims abstract description 62
- 239000008187 granular materials Substances 0.000 title abstract description 13
- 230000001939 inductive effects Effects 0.000 title abstract description 4
- 239000010865 sewage Substances 0.000 claims abstract description 13
- 239000011901 water Substances 0.000 claims abstract description 8
- 239000011499 joint compounds Substances 0.000 claims description 31
- 239000003595 mist Substances 0.000 claims description 18
- 238000005273 aeration Methods 0.000 claims description 7
- 229960004249 Sodium Acetate Drugs 0.000 claims description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound 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[C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 238000001035 drying Methods 0.000 claims description 3
- VMHLLURERBWHNL-UHFFFAOYSA-M sodium acetate Chemical compound 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[Na+].CC([O-])=O VMHLLURERBWHNL-UHFFFAOYSA-M 0.000 claims description 3
- 235000017281 sodium acetate Nutrition 0.000 claims description 3
- 239000001632 sodium acetate Substances 0.000 claims description 3
- 235000003642 hunger Nutrition 0.000 claims description 2
- 230000037351 starvation Effects 0.000 claims description 2
- 101710034473 SUN1 Proteins 0.000 claims 1
- 210000004940 Nucleus Anatomy 0.000 abstract description 9
- 238000009833 condensation Methods 0.000 abstract description 9
- 230000005494 condensation Effects 0.000 abstract description 9
- 238000000034 methods Methods 0.000 abstract description 7
- 241000276438 Gadus morhua Species 0.000 abstract description 4
- 235000019516 cod Nutrition 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- CVTZKFWZDBJAHE-UHFFFAOYSA-N [N].N Chemical compound 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- 229910052700 potassium Inorganic materials 0.000 description 1
- 239000011591 potassium Substances 0.000 description 1
- 238000002360 preparation methods Methods 0.000 description 1
- 230000035812 respiration Effects 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 230000028327 secretion Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000000243 solutions Substances 0.000 description 1
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- 231100000167 toxic agents Toxicity 0.000 description 1
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Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/20—Sludge processing
Abstract
Description
(1) technical field
The present invention relates to a kind of mud micro mist and induce Miniaturation method of aerobic sludge.
(2) background technology
Aerobic Granular Sludge Technology is a kind of novel wastewater processing technology, because it has good settling property; High sludge concentration; Can bear high organic loading, load impact and toxic substance etc., therefore more and more receive people's concern in field of waste water treatment.The formation of aerobic particle mud is a complex process that comprises physics, chemistry and biological action, and this process can be regarded as under hydrodynamic condition, the organism clustering phenomena that the effect of microorganism self-retaining forms.Because operational condition, type of reactor, influent quality, cultivation purpose are different, the Formation Mechanism of Granular Sludge that Chinese scholars proposes on experimental study basis separately can not be annotated all Granular sludge formation situations.At present, Granular sludge formation mechanism mainly contains the outer polymer hypothesis of born of the same parents, self coagulation principle, thread fungus hypothesis and nucleus of condensation mechanism.
Nucleus of condensation mechanism is exactly that the formation of aerobic particle mud at first will have nucleus of condensation to come to provide the place for gathering and the growth of microorganism, these nucleus of condensation can be the larger suspended particles of quality in the water, can be anaerobism or the aerobic particle mud of inoculation, also can be the microbial film that forms on the reactor wall.Even can be thread fungus larger in seed sludge or the mixed solution.Inorganic granule wherein can with a small amount of electric charge, when this electric charge is positive charge, can adsorb the microorganisms such as a certain amount of bacterium under the effect of hydraulic shear; Organic granule wherein can the secretion extracellular polymeric under the hydraulic shear effect, improves the hydrophobicity of cell surface, reduces the cell surface Gibbs free energy, for cell-cell interaction and stick favourable condition is provided.Under reactor intermittent operation operating mode, control the operational conditions such as the suitable sedimentation degree of depth, water discharging time, larger particles is stayed in the reactor, thereby the microorganism that makes the nucleus of condensation and stick on it has sufficient time and nutriment to grow, and further stick more microorganism, form the irregular mud granule of profile, i.e. embryo's granule sludge.Embryo's granule sludge forms the aerobic particle mud with regular profile and solid 3-D solid structure gradually under the effect of hydraulic shear, after particle reaches certain size because the restriction of oxygen transfer and matrix mass transfer, particle size reached zero growth, the aerobic particle mud that form this moment are ripe aerobic particle mud.
The present invention utilizes sewage treatment plant residual mud micro mist to induce granular sludge as the nucleus of condensation in the aerobic particle mud forming process in conjunction with the formation mechanism of nucleus of condensation mechanism.Also waste sludge is carried out recycling treatment, obtain certain economic benefit.
(3) summary of the invention
The technological method that the purpose of this invention is to provide a kind of low cost, inducing culture granule sludge easy to operate, high efficiency.
The technical solution used in the present invention is:
A kind of mud micro mist is induced Miniaturation method of aerobic sludge, and described method comprises:
(1) get the excess sludge of sewage work, drying is crushed to 100~800 orders and obtains the mud micro mist; Described excess sludge refers to the excess sludge that sludge thickener is got rid of.
(2) get active sludge in the sewage disposal plant aeration tank, drop in the reactor with 800~1000mg/L left and right sides input amount; The granulating of described aerobic sludge also can directly be carried out in the aeration tank of sewage work; Described active sludge comprises microorganism and the organism that depends on and inorganics etc.
(3) after reactor elder generation sky exposed to the sun 2 days, step (1) mud micro mist is pressed 100mg/L left and right sides addition drop in the reactor;
(4) at 5~10kg/m 3Under the condition of high volumetric loading .d and biological hungry (refer to that carbon source exhausts in the water, bacterium enters the endogenous respiration stage), adopt the sewage take sodium-acetate as carbon source, water inlet moves under normal condition continuously; 5~10 days, in reactor, obtain aerobic granular sludge.
Preferably, reactor operational conditions setting time of repose is 1.5h in the described step (4), and aeration time is 2.5h, and the cycle of operation is 4h.
Beneficial effect of the present invention is mainly reflected in:
1) utilizes nucleus of condensation mechanism, adopt the excess sludge of Sewage Plant to make the mud micro mist, be fed in aerobic treatment pond or the reactor, induce the generation aerobic particle mud;
2) turn waste into wealth, eliminate mud to the secondary pollution of environment, so that the recycling sludge utilization;
3) mud itself is exactly the used additive of the residuals of active sludge and part water treatment, and its characteristic and active sludge character approach, and is little on the impact of sewage treatment process;
4) production cost of mud micro mist is low, production technique is simple;
5) induce the aerobic particle mud of preparation to have a lot of technical advantages than common active sludge, substantially remain on about 95% such as the clearance that adds the granule sludge ammonia nitrogen that micro mist forms by this experiment, the clearance of COD is about 90%, compared preferably settling property with ordinary activated sludge, settling velocity is 20~24m/h.
(4) description of drawings
Fig. 1 is embodiment 1 reactor used structural representation;
Fig. 2 is the mud photo of inoculation;
Fig. 3 cultivates 5 days mud granule photo after adding micro mist.
(5) embodiment
The present invention is described further below in conjunction with specific embodiment, but protection scope of the present invention is not limited in this:
Embodiment 1:
Reactor usedly formed by sludge reaction district 1 and gas-liquid-solid three-phase separator 2 (comprising the settling region) two parts.Place an aerating apparatus in the bottom, the experimental installation structural representation is seen Fig. 1.
Granulating is cultivated:
(1) get the excess sludge of urban wastewater treatment firm, drying is crushed to 500 orders and obtains the mud micro mist;
(2) get active sludge (mud form photo is referring to Fig. 2) in the urban wastewater treatment firm aeration tank, drop in the reactor with 900mg/L left and right sides input amount;
(3) after reactor elder generation sky exposed to the sun 2 days, step (1) mud micro mist is pressed 100mg/L left and right sides addition drop in the reactor;
(4) at 8kg/m 3.d the high volumetric loading about and in advance under the biological starvation conditions adopts and is configured to COD as 1500mg/L, NH take sodium-acetate, ammonia chloride, potassium primary phosphate 4-N concentration is that 50mg/L, TP concentration are the sewage of 12.5mg/L, continuously water inlet operation; The setting time of repose is 1.5h, and aeration time is 2.5h, and the cycle of operation is 4h, moves about 5 days, can begin to take shape mud granule (referring to Fig. 3), and steady running is after 10 days, the SVI<40ml/g of granule sludge, and settling property is good.
As can be seen from Figures 2 and 3, add after the micro mist, the performance of active sludge has obtained very large improvement, and mud is granulating in the short period of time, and the mud micro mist that namely adds can effectively be induced aerobic sludge granulation.
The clearance that the present invention adds the granule sludge ammonia nitrogen of micro mist formation remains on about 95% substantially, the clearance of COD is about 90%, compared preferably settling property with ordinary activated sludge, settling velocity is 20~24m/h, and sludge volume index (SVI) drops to below the 40ml/g from the 120ml/g of seed sludge.
Claims (2)
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CN103553288B (en) * | 2013-11-21 | 2015-01-14 | 武汉森泰环保工程有限公司 | Method for preparing water treatment biological activity accelerant from winery wastewater treatment sludge |
CN103708688B (en) * | 2013-12-10 | 2015-11-25 | 浙江工业大学 | A kind of crystal micro-powder promotes the method for aerobic sludge granulation |
CN103936245B (en) * | 2014-02-28 | 2016-06-22 | 浙江工业大学 | A kind of granular sludge for improving dewatering performance of sludge processes technique |
CN105731636A (en) * | 2014-12-11 | 2016-07-06 | 中国矿业大学 | Method for rapidly cultivating aerobic granular sludge |
CN105858871A (en) * | 2015-01-22 | 2016-08-17 | 中国矿业大学 | Process for rapid primary granulation of sludge |
CN105502641B (en) * | 2015-12-03 | 2018-07-17 | 中矿(天津)岩矿检测有限公司 | A kind of method of inhibitory activity sludge bulking |
CN106145328A (en) * | 2016-08-02 | 2016-11-23 | 浙江工业大学 | A kind of method utilizing alum sludge to promote aerobic sludge granulation |
CN106145327A (en) * | 2016-08-02 | 2016-11-23 | 浙江工业大学 | A kind of promote aerobic particle mud to be formed and stable compound feed intake and preparation method thereof |
CN106219740B (en) * | 2016-08-11 | 2019-07-30 | 浙江工业大学 | A method of film blocking and dephosphorization in MBR reactor are reduced using alum sludge |
CN106167340B (en) * | 2016-08-22 | 2020-05-05 | 浙江工业大学 | AAO continuous flow aerobic granular sludge nitrogen and phosphorus removal process and system |
CN106809948A (en) * | 2016-12-14 | 2017-06-09 | 浙江工业大学 | A kind of method that utilization excess sludge feedback mechanism promotes aerobic sludge granulation |
CN107043170A (en) * | 2017-04-18 | 2017-08-15 | 中国矿业大学 | One kind traps CO in aerobic water treatment procedure2Method |
CN109231444A (en) * | 2018-09-27 | 2019-01-18 | 华南师范大学 | A kind of calcification anaerobic grain sludge secondary nucleation reuse method and system |
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