CN106396294A - Treatment method of lithium battery electrolyte cask washing wastewater - Google Patents
Treatment method of lithium battery electrolyte cask washing wastewater Download PDFInfo
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- CN106396294A CN106396294A CN201611109875.0A CN201611109875A CN106396294A CN 106396294 A CN106396294 A CN 106396294A CN 201611109875 A CN201611109875 A CN 201611109875A CN 106396294 A CN106396294 A CN 106396294A
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- waste water
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- 239000002351 wastewater Substances 0.000 title claims abstract description 63
- 238000000034 method Methods 0.000 title claims abstract description 61
- WHXSMMKQMYFTQS-UHFFFAOYSA-N Lithium Chemical compound [Li] WHXSMMKQMYFTQS-UHFFFAOYSA-N 0.000 title claims abstract description 25
- 239000003792 electrolyte Substances 0.000 title claims abstract description 25
- 229910052744 lithium Inorganic materials 0.000 title claims abstract description 25
- 238000005406 washing Methods 0.000 title claims abstract description 25
- 230000020477 pH reduction Effects 0.000 claims abstract description 18
- 238000004062 sedimentation Methods 0.000 claims abstract description 18
- 230000007062 hydrolysis Effects 0.000 claims abstract description 17
- 238000006460 hydrolysis reaction Methods 0.000 claims abstract description 17
- 238000006243 chemical reaction Methods 0.000 claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 15
- 230000001105 regulatory effect Effects 0.000 claims abstract description 13
- 239000000126 substance Substances 0.000 claims abstract description 11
- 230000003647 oxidation Effects 0.000 claims abstract description 9
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims abstract description 4
- GRYLNZFGIOXLOG-UHFFFAOYSA-N Nitric acid Chemical compound O[N+]([O-])=O GRYLNZFGIOXLOG-UHFFFAOYSA-N 0.000 claims abstract description 4
- 235000011941 Tilia x europaea Nutrition 0.000 claims abstract description 4
- 239000000701 coagulant Substances 0.000 claims abstract description 4
- 239000004571 lime Substances 0.000 claims abstract description 4
- 229910017604 nitric acid Inorganic materials 0.000 claims abstract description 4
- 238000001179 sorption measurement Methods 0.000 claims abstract description 3
- 230000015271 coagulation Effects 0.000 claims abstract 3
- 238000005345 coagulation Methods 0.000 claims abstract 3
- 230000008569 process Effects 0.000 claims description 35
- 238000003672 processing method Methods 0.000 claims description 16
- 239000010865 sewage Substances 0.000 claims description 16
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 11
- 229910052760 oxygen Inorganic materials 0.000 claims description 11
- 239000001301 oxygen Substances 0.000 claims description 11
- 230000001112 coagulating effect Effects 0.000 claims description 9
- 239000002253 acid Substances 0.000 claims description 7
- 238000005273 aeration Methods 0.000 claims description 7
- KLZUFWVZNOTSEM-UHFFFAOYSA-K Aluminium flouride Chemical compound F[Al](F)F KLZUFWVZNOTSEM-UHFFFAOYSA-K 0.000 claims description 6
- 238000001556 precipitation Methods 0.000 claims description 6
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 claims description 4
- 159000000013 aluminium salts Chemical class 0.000 claims description 4
- 229910000329 aluminium sulfate Inorganic materials 0.000 claims description 4
- 239000002699 waste material Substances 0.000 claims description 4
- 238000010521 absorption reaction Methods 0.000 claims description 3
- 210000000481 breast Anatomy 0.000 claims description 3
- WUKWITHWXAAZEY-UHFFFAOYSA-L calcium difluoride Chemical compound [F-].[F-].[Ca+2] WUKWITHWXAAZEY-UHFFFAOYSA-L 0.000 claims description 3
- 229910001634 calcium fluoride Inorganic materials 0.000 claims description 3
- 150000003839 salts Chemical class 0.000 claims description 3
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 abstract 2
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical class [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 abstract 1
- 238000007599 discharging Methods 0.000 abstract 1
- 239000012528 membrane Substances 0.000 abstract 1
- 239000008267 milk Substances 0.000 abstract 1
- 210000004080 milk Anatomy 0.000 abstract 1
- 235000013336 milk Nutrition 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 9
- 239000011575 calcium Substances 0.000 description 5
- 239000010802 sludge Substances 0.000 description 5
- 230000008859 change Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 244000005700 microbiome Species 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 238000009280 upflow anaerobic sludge blanket technology Methods 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- YCKRFDGAMUMZLT-UHFFFAOYSA-N Fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 230000003197 catalytic effect Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 229910052731 fluorine Inorganic materials 0.000 description 2
- 239000011737 fluorine Substances 0.000 description 2
- 238000011534 incubation Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 239000007900 aqueous suspension Substances 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 238000010668 complexation reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000005243 fluidization Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/34—Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1205—Particular type of activated sludge processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1268—Membrane bioreactor systems
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
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 Electricity Or Magnetism (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The invention discloses a treatment method of lithium battery electrolyte cask washing wastewater. The treatment method comprises the following steps: S1, gathering washing wastewater in a regulating tank; S2, performing two-stage chemical coagulation and sedimentation treatment on the wastewater, wherein lime milk is added into the wastewater to perform chemical reaction in the first stage; and coagulant PAC aluminum salt is added into the wastewater to realize sedimentation through chemical reaction and physical adsorption in the second stage, and hydrochloric acid or nitric acid is added to regulate the pH value back to normal at the second stage; S3, introducing the wastewater after sedimentation into a hydrolysis acidification tank, and performing hydrolysis acidification treatment; S4, introducing the wastewater after hydrolysis acidification into a contact oxidation tank, and performing aerobic treatment; S5, passing the wastewater after aerobic treatment through a sedimentation tank and an intermediate water tank, then feeding into a MBR (membrane bioreactor) tank, and performing MBR biomembrane treatment; and S6, finally introducing the wastewater after MBR biomembrane treatment into a clean water tank, and then discharging. The treatment method is simple to operate and can ensure that various indicators of lithium battery electrolyte cask washing wastewater effluent meet the emission requirements.
Description
Technical field
The present invention relates to technical field of waste water processing, particularly relate to a kind of process side of lithium battery electrolytes cask washing waste water
Method.
Background technology
The be recycled and packaged process of bucket of cleaning lithium battery electrolytes can produce acid waste water, and the amount of having is little, intermittent discharge and dense
Spend relatively low feature, its major pollutants is low pH, COD and fluoride, generally adopts traditional handling process, due to Waste
The COD concentration of water is higher, initially with anaerobic technique.Commonly use UASB, AC, anaerobic fluidized bed etc..UASB, AC and anaerobism fluidisation
Bed process is higher to the clearance of COD, but technical requirements are high, and incubation time is long, typically for up to 6-12 month.
Secondly adopt aerobe method:Conventional activated sludge process, oxidation ditch, SBR, biological rotating disk etc., active is dirty
Mud method and biological rotating disk have such problems as construction investment height, complex process and operational management inconvenience.Though oxidation ditch high treating effect,
Excess sludge yield is few, but oxidation ditch floor space is big;Although SBR method only need to set single reaction tank, you can complete adjust,
The functions such as aeration, precipitation, technological process is simple, floor space is few, but this method operation management is strict, and most of automatic control equipment will
Dependence on import, cost is high.
Therefore, it is necessary to design a kind of processing method of new lithium battery electrolytes cask washing waste water, to solve above-mentioned technology
Problem.
Content of the invention
For problem present in background technology, it is an object of the invention to provide a kind of lithium battery electrolytes cask washing waste water
Processing method is it can be ensured that the indices of lithium battery electrolytes cask washing wastewater effluent reach emission request.
The technical scheme is that and be achieved in that:A kind of processing method of lithium battery electrolytes cask washing waste water, including
Following steps:Waste Water Centralized will be cleaned in regulating reservoir;Secondary chemical coagulating kinetics are carried out to the waste water in regulating reservoir, the
One-level is to carry out chemical reaction to feeding lime breast in fluoride waste;The second level is that coagulant PAC aluminium salt is added in waste water,
Settled by chemical reaction and physical absorption, when the second level, salt adding acid or nitric acid recall to PH to normal simultaneously;To precipitate
Waste water after process is introduced to hydrolysis acidification pool and is hydrolyzed acidification;Again the waste water after hydrolysis acidification is introduced to contact oxygen
Change pond and carry out Aerobic Process for Treatment;Then the waste water after Aerobic Process for Treatment is entered to after sedimentation tank and intermediate pool MBR pond to carry out
MBR biology film process;Finally the waste water after MBR biology film process is introduced to after clear water reserviors discharge.
In technique scheme, in described regulating reservoir and intermediate pool, it is provided with the Liquid level system in automatic control system
System.
In technique scheme, the chemical reaction of described first order coagulating sedimentation is:2F-+Ca2+-->CaF2↓,
10Ca2++6PO4 3-+2OH--->Ca10(OH)2(PO4)6↓.
In technique scheme, the chemistry of described second level coagulating sedimentation and adsorption reaction are:Al3++3F--->AlF3
↓, Ca2++F--->CaF↓.
In technique scheme, the reaction expression of described hydrolysis acid and Aerobic Process for Treatment is expressed as:
Organic substance+a`O2+ N+P → a (neoblast)+CO2+H2O+ can not biologicallydegraded effluent,
Cell+b`O2→CO2+H2O+N+P+ residual cell residue.
In technique scheme, described contact-oxidation pool and sedimentation tank pass through the aeration oxygen supply system in automatic control system
System carries out oxygen supply.
In technique scheme, described automatic control system adopts EWS series of high efficiency sewage treating machine, by PLC certainly
Dynamic control mode fully automatic operation controls.
In technique scheme, described secondary chemical coagulating kinetics, hydrolysis acidification pool, contact-oxidation pool and heavy
The mud producing in the pond of shallow lake processes the outward transport in mud cake through sludge filter press after entering sludge-tank.
The processing method of lithium battery electrolytes cask washing waste water of the present invention is by cleaning Waste Water Centralized in regulating reservoir, right
Waste water in regulating reservoir carries out secondary chemical coagulating kinetics and is settled, and the waste water after precipitation process is introduced to hydrolysis acid
Change pond to be hydrolyzed acidification;Again the waste water after hydrolysis acidification is introduced to contact-oxidation pool and carries out Aerobic Process for Treatment;Then will
Waste water after Aerobic Process for Treatment enters to MBR pond after sedimentation tank and intermediate pool and carries out MBR biology film process;Finally by MBR
Waste water after biological film process is discharged after being introduced to clear water reserviors.This processing method is simple to operate, and can ensure that lithium battery electrolytes
The indices of cask washing wastewater effluent reach emission request.
Brief description
Fig. 1 is the handling principle block diagram of lithium battery electrolytes cask washing waste water of the present invention;
Fig. 2 is the process chart of lithium battery electrolytes cask washing waste water of the present invention.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes it is clear that described embodiment is only a part of embodiment of the present invention, rather than whole embodiments.Based on this
Embodiment in invention, the every other reality that those of ordinary skill in the art are obtained under the premise of not making creative work
Apply example, broadly fall into the scope of protection of the invention.
As depicted in figs. 1 and 2, the processing method of a kind of bright lithium battery electrolytes cask washing waste water of the present invention, including
Following steps:
Step S1, Waste Water Centralized will be cleaned in regulating reservoir;In this step, it is provided with to automatically control in described regulating reservoir and be
Tank level control system in system.And automatic control system adopts EWS series of high efficiency sewage treating machine, by the PLC side of automatically controlling
Formula fully automatic operation controls.
Step S2, the waste water in regulating reservoir is carried out with secondary chemical coagulating kinetics, as follows respectively:
The first order is to feeding lime breast in fluoride waste, and reaction principle is as follows:
2F-+Ca2+-->CaF2↓,
10Ca2++6PO4 3-+2OH--->Ca10(OH)2(PO4)6↓.
The second level is that coagulant PAC aluminium salt is added in waste water, after the complexation of Al3+ and F- and aluminium salt hydrolysis
, there is the effects such as a series of exchange physical absorption, simultaneously in second level reaction tank by salt adding acid in the flocculate precipitate producing
Or nitric acid recalls to PH to normal, calcium present in water and fluorine continuing with carrying out the second secondary response sedimentation, thus realize to fluorine from
The removal of son.
Al3++3F--->AlF3↓,
Ca2++F--->CaF↓.
Step S3, the waste water after precipitation process is introduced to hydrolysis acidification pool and is hydrolyzed acidification;
Step S4, again the waste water after hydrolysis acidification is introduced to contact-oxidation pool and carries out Aerobic Process for Treatment;
In this two steps, because this sewage main component is technique waste water, less than 0.3, biodegradability is or not B/C ratio
Good, therefore should adopt hydrolysis acidification unit to improve B/C ratio, then Aerobic Process for Treatment be carried out using contact oxidation technology.This two list
Unit is and uses biological treatment, that is, utilize the metabolism of microorganism in water, the organic pollution in degradation water, reaches net
Change water quality, eliminate the purpose of pollution.Its reaction expression can be expressed as:
Organic substance+a`O2+ N+P → a (neoblast)+CO2+H2O+ can not biologicallydegraded effluent,
Cell+b`O2→CO2+H2O+N+P+ residual cell residue.
Because the COD concentration of technique waste water is higher, leading portion should adopt anaerobic technique.Current anaerobic technique mainly has
UASB, AC, anaerobic fluidized bed, regulation anaerobism etc..UASB, AC and anaerobic fluidized bed technique are higher to the clearance of COD, but technology
Have high demands, incubation time is long, typically for up to 6-12 month, do not meet the requirement of this technique.The effluent quality of this technique requires not
Height, it is therefore possible to use the method that anaerobism is adjusted, arranges anaerobism filler in regulating reservoir, anaerobism and regulating reservoir is combined into one
Body, it is possible to reduce capital expenditure and floor space, reaches the purpose killed two birds with one stone.
Novel combination type filler is set in biological contact oxidation pond, by the aeration oxygen system in automatic control system
Oxygen supply Aeration fan carry out oxygen supply.Here automatic control system adopts EWS series of high efficiency sewage treating machine, by PLC certainly
Dynamic control mode fully automatic operation controls.
Therefore be equipped with EWS high-effective microorganism sewage disposal technology, by means such as chemomorphosises, filter out multiple to sewage
Middle difference pollutant have efficient degradation power efficient microorganism species, after optimized combination, in conjunction with sewage treatment process, then throw in
To different sewage processing unit, thus improving its sewage treating efficiency.
The step S5 and then waste water after Aerobic Process for Treatment is entered to after sedimentation tank and intermediate pool MBR pond carry out MBR
Biological film process;Here, being supplied by the oxygen supply Aeration fan of the aeration oxygen system in automatic control system in sedimentation tank
Oxygen, and it is provided with the tank level control system in automatic control system in intermediate pool, with effective control liquid level.
In order to more effectively cut down pollutant, it is further added by one MBR film biological treatment, film in the end of catalytic oxidation
Biological treatment has sludge concentration height, high treating effect and the feature going out aqueous suspension bottom, increases MBR work in biological processing unit
Skill, in conjunction with EWS high-effective microorganism sewage disposal technology, makes sewage be purified.
Step S6, finally by MBR biology film process after waste water be introduced to after clear water reserviors discharge, so may insure lithium electricity
The indices of pond electrolyte cask washing wastewater effluent reach emission request.
In addition, in above-mentioned several steps, i.e. described secondary chemical coagulating kinetics, hydrolysis acidification pool, catalytic oxidation
The mud producing in pond and sedimentation tank processes the outward transport in mud cake through sludge filter press after entering sludge-tank.
The processing method of the present invention bright lithium battery electrolytes cask washing waste water, by EWS high-efficient sewage processing unit at sewage
During reason, all using automatic control technology, can according to the conditions such as water quality, water temperature change adjust automatically operational factor it is ensured that
Effluent quality, realizes Wastewater Treatment Intelligent.This process structure is compact, take up an area few, economical operation, and shock resistance concentration ability is strong,
Treatment effeciency is high, and management and maintenance is convenient, high degree of automation, and the properties of equipment all meet relevant requirement.Similar with other
Type equipment compares, and has following main feature:
1st, surrounding is no affected, mud yield is few, noise is less than the regional standard of two classes.
2nd, Automatic Control, without professional's management.
3rd, easy and simple to handle, easy to maintenance, technique is new, effect good, long service life.
4th, equipment also can need special arrangement with landform by standard arrangement.
It is specific to the actual water quality of this sewage treatment project, water yield fluctuation greatly;The features such as operational management complex operation is loaded down with trivial details,
After this technology, the inconvenience brought because of factors such as management, Operation and Maintenances can be reduced further, make sewage disposal system
System more stable operation, thus reduce operating cost.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all essences in the present invention
Within god and principle, any modification, equivalent substitution and improvement made etc., should be included within the scope of the present invention.
Claims (8)
1. a kind of processing method of lithium battery electrolytes cask washing waste water it is characterised in that:Comprise the following steps:
S1, Waste Water Centralized will be cleaned in regulating reservoir;
S2, secondary chemical coagulating kinetics are carried out to the waste water in regulating reservoir, the first order is to feeding lime in fluoride waste
Breast carries out chemical reaction;The second level is that coagulant PAC aluminium salt is added in waste water, is carried out by chemical reaction and physical absorption
Sedimentation, when the second level, salt adding acid or nitric acid recall to PH to normal simultaneously;
S3, the waste water after precipitation process is introduced to hydrolysis acidification pool and is hydrolyzed acidification;
S4, again the waste water after hydrolysis acidification is introduced to contact-oxidation pool and carries out Aerobic Process for Treatment;
The S5 and then waste water after Aerobic Process for Treatment is entered to after sedimentation tank and intermediate pool MBR pond carry out at MBR biomembrane
Reason;
S6, finally by MBR biology film process after waste water be introduced to after clear water reserviors discharge.
2. a kind of lithium battery electrolytes cask washing waste water according to claim 1 processing method it is characterised in that:Described tune
It is provided with the tank level control system in automatic control system in section pond and intermediate pool.
3. a kind of lithium battery electrolytes cask washing waste water according to claim 1 processing method it is characterised in that:Described
The chemical reaction of one-level coagulating sedimentation is:
2F-+Ca2+-->CaF2↓,
10Ca2++6PO4 3-+2OH--->Ca10(OH)2(PO4)6↓.
4. a kind of lithium battery electrolytes cask washing waste water according to claim 1 processing method it is characterised in that:Described
The chemistry of two-stage coagulation precipitation and adsorption reaction are:
Al3++3F--->AlF3↓,
Ca2++F--->CaF↓.
5. a kind of lithium battery electrolytes cask washing waste water according to claim 1 processing method it is characterised in that:Described water
The reaction expression of solution acid and Aerobic Process for Treatment is expressed as:
Organic substance+a`O2+ N+P → a (neoblast)+CO2+H2O+ can not biologicallydegraded effluent,
Cell+b`O2→CO2+H2O+N+P+ residual cell residue.
6. a kind of lithium battery electrolytes cask washing waste water according to claim 1 processing method it is characterised in that:Described connect
Tactile oxidation pond and sedimentation tank carry out oxygen supply by the aeration oxygen system in automatic control system.
7. a kind of lithium battery electrolytes cask washing waste water according to claim 2 or 6 processing method it is characterised in that:Institute
State automatic control system and adopt EWS series of high efficiency sewage treating machine, controlled by PLC automatic control mode fully automatic operation.
8. a kind of lithium battery electrolytes cask washing waste water according to claim 1 processing method it is characterised in that:Described two
The mud producing in level chemical coagulation and precipitation process, hydrolysis acidification pool, contact-oxidation pool and sedimentation tank enters dirt.
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Cited By (8)
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CN106865896A (en) * | 2017-03-13 | 2017-06-20 | 苏州宜科环保工程有限公司 | A kind of lithium battery production wastewater treatment system |
CN108191162A (en) * | 2018-01-26 | 2018-06-22 | 河南林泉环保科技有限公司 | A kind for the treatment of process of the organic wastewater with difficult degradation thereby of high content of salt containing aniline |
CN108558126A (en) * | 2018-02-27 | 2018-09-21 | 广东莞绿环保工程有限公司 | A kind of processing method of lithium battery wastewater zero discharge |
CN108675569A (en) * | 2018-07-13 | 2018-10-19 | 苏州爱源环境工程技术服务有限公司 | A kind of Lithium Battery Industry purification method for effluent |
CN109467261A (en) * | 2018-09-29 | 2019-03-15 | 惠州亿纬锂能股份有限公司 | Waste lithium cell electrolyte wastewater treatment method |
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CN110171885A (en) * | 2019-04-16 | 2019-08-27 | 浙江天能能源科技股份有限公司 | The recovery and treatment method of exhaust gas waste water in lithium ion battery material production |
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