CN106746258A - Propyl-butyl total solvent produces the processing method of waste water - Google Patents
Propyl-butyl total solvent produces the processing method of waste water Download PDFInfo
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- CN106746258A CN106746258A CN201611255566.4A CN201611255566A CN106746258A CN 106746258 A CN106746258 A CN 106746258A CN 201611255566 A CN201611255566 A CN 201611255566A CN 106746258 A CN106746258 A CN 106746258A
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- waste water
- aluminum
- iron
- composite powder
- propyl
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/34—Treatment of water, waste water, or sewage with mechanical oscillations
- C02F1/36—Treatment of water, waste water, or sewage with mechanical oscillations ultrasonic vibrations
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- 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
- C02F1/70—Treatment of water, waste water, or sewage by reduction
- C02F1/705—Reduction by metals
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F2003/001—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F2003/001—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
- C02F2003/003—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms using activated carbon or the like
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- 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
- C02F2103/36—Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32 from the manufacture of organic compounds
-
- 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
- C02F2301/04—Flow arrangements
- C02F2301/046—Recirculation with an external loop
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/24—Separation of coarse particles, e.g. by using sieves or screens
-
- 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
- C02F3/28—Anaerobic digestion 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
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- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
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)
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Removal Of Specific Substances (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The processing method of the propyl-butyl total solvent production waste water that the present invention is introduced includes solid-liquor separation, the CO under ul-trasonic irradiation2The operations such as the reduction of pressurization iron-aluminum-manganese composite powder, anaerobism, the treatment of aerobic and biological filtering tower combined working, the waste water after treatment can stably reaching standard discharge.
Description
Technical field
A kind of processing method of the waste water the present invention relates to be produced as main material production propyl-butyl total solvent with Ipomoea batatas.
Background technology
Acetone, butanol, ethanol are referred to as propyl-butyl total solvent, are medicine, agricultural chemicals, plastics, paint, national defence and light industry
Important source material, early stage is mainly that raw material produces propyl-butyl total solvent with oil.The third fourth to be produced using biomass ferment always molten in recent years
Agent has turned into a kind of development trend.Ipomoea batatas is one of primary raw material of production propyl-butyl total solvent, the organic wastewater that its production is produced
Middle pollutant COD concentration is high, and complicated component, intractability is big.If the waste water is not processed is directly discharged into environment, environment will be caused
Severe contamination.The processing method of the waste water produced currently with Ipomoea batatas production propyl-butyl total solvent is mainly biological treatment.Due to
Contain persistence organic pollutant in the waste water(Containing phenyl ring and(Or)Heterocycle organic matter), it is main former especially with fresh sweet potatoes
During material, the concentration of persistence organic pollutant is higher, thereby results in the Biochemical method waste water it is difficult to stably reaching standard is discharged.Exploitation
The processing method of the waste water that the utilization Ipomoea batatas production propyl-butyl total solvent of energy stably reaching standard discharge is produced has larger practical value.
The content of the invention
It is of the invention for the problem that the processing method of the waste water produced currently with Ipomoea batatas production propyl-butyl total solvent is present
Purpose is the processing method of the propyl-butyl total solvent waste water for finding energy stably reaching standard discharge, it is characterised in that by propyl-butyl total solvent waste water
Solid-liquor separation is carried out, the waste water isolated enters regulating reservoir, the solid comprehensive utilization isolated.The third fourth after adjusted pond regulation
Total solvent waste water sends into voltage-resistant reactor, and cleaning iron-aluminum-manganese composite powder is added into reactor, under ul-trasonic irradiation and is passed through work
Industry CO2Reacted, the granularity of iron-aluminum-manganese composite powder is less than 180 mesh, and the content of every kind of metal is not less than in iron-aluminum-manganese composite powder
5%(The iron-aluminum-manganese composite powder that return is used is not limited), every liter of waste water addition iron-aluminum-manganese composite powder 5g~30g.In ultrasonic wave
The effect lower stirring reaction time is 10min~35min.Reaction temperature is 25 DEG C~60 DEG C.CO2Pressure for 0.1MPa~
0.6MPa.The power of every cubic metre of waste water input ultrasonic wave is 2kW~8kW.Reacted waste water carries out solid-liquor separation, isolates
Iron-aluminum-manganese composite powder Returning reactor.Waste water milk of lime or other alkaline matters after solid-liquor separation adjust its pH value and arrive
7.0~8.5, subsequently into anaerobic reactor.Waste water stops 24h~120h in anaerobic reactor, and anaerobism temperature is 25 DEG C~55
℃.Into the treatment of biology aerobic pond normal temperature, the Aerobic Process for Treatment time is 4h~12h to waste water after anaerobism.Waste water after Aerobic Process for Treatment
Into sedimentation basin, the sedimentation time is 1h~3h.Irregularly extract sludge out from sedimentation basin to be filtered, filter cake is made general solid and given up
Gurry is disposed, and filtrate returns to Aerobic Pond.The supernatant waste water of sedimentation basin send multi-layer biological filter tower to process.The filler of biological filtering tower combined working is work
Property charcoal or porous ceramic grain, be 0.5m~1.0m per thickness degree, gross thickness is 1m~3m.The dominant bacteria of biological filtering tower combined working is photosynthetic thin
Red pseudomonas in bacterium(Rhodopseudomonas).The hydraulic load of biological filtering tower combined working is 50 m3/m2.d~150m3/m2.d。
The standard water discharge discharge or reuse of biological filtering tower combined working.
The object of the present invention is achieved like this, and the solid matter of propyl-butyl total solvent waste water is more, is answered iron-aluminum-manganese is entered
Before closing powder reduction reactor, solid-liquor separation is carried out, it is to avoid the influence that solid matter is reduced to iron-aluminum-manganese composite powder, be also beneficial to not
The iron-aluminum-manganese composite powder recycling reacted.After waste water enters iron-aluminum-manganese composite powder reduction reactor, big point in waste water
Sub- organic matter, particularly persistence organic pollutant(Containing phenyl ring and(Or)The organic matter of heterocycle etc.)By iron-aluminum-manganese composite powder also
Originate in the effect of raw strong reduction free radical and destroy, be that subsequent biochemical treatment creates favorable conditions.It is passed through pressure CO2Purpose
It is to maintain iron-aluminum-manganese composite powder to reduce suitable pH value(2.0~5.0);The effect for being input into ultrasonic wave is to speed up the biography of reduction reaction
Matter process.Waste water milk of lime or other alkaline matters after reduction adjust its pH, to meet follow-up anaerobic and aerobic process
It is required that.Through the waste water of aforementioned processing in anaerobic processes, by the effect of microorganism, larger molecular organicses further become small point
Sub- organic matter, is that more favorable condition is created in subsequent bio oxidation.Processed by biological oxidation, remaining most of organic matters are gone
Remove, while going to denitrogenate the pollutants such as phosphorus.Waste water finally enters activated carbon or porous ceramic grain biological filtering tower combined working, in microorganism, particularly
In the presence of red pseudomonas, the pollutant such as further organics removal and nitrogen phosphorus, it is ensured that the waste water stably reaching standard row after treatment
Put.
Relative to existing method, outstanding advantages of the invention are reduced using iron-aluminum-manganese composite powder, will be lasting in waste water
Contact scar thing is destroyed, and is that subsequent biological treatment creates favorable conditions, so as to ensure the waste water stably reaching standard discharge after treatment;Relatively
In the metal deoxidization used in other wastewater treatments, using CO2Make acidulant instead of now widely used sulfuric acid, do not draw
Enter SO4 2-Ion, eliminates generation H2The material base of S, so as to avoid H2The pollution of S, while it also avoid SO4 2-To anaerobism
With it is aerobic during microorganism inhibitory action, greatly improve the efficiency of biological treatment;Boiler is all had in propyl-butyl total solvent factory, combustion
The CO that material burning is produced2Waste gas can make full use of, and can not only reduce processing cost, and can reduce carbon emission;After treatment
Waste water energy stably reaching standard is discharged, with obvious economic benefit and environmental benefit.
Specific implementation method
Embodiment 1:1m is processed daily3Propyl-butyl total solvent waste water(Composition:CODCr39000 mg/L、T-N40.8 mg/L、
SS29000mg/L T-P4.2mg/L, colourity 720), reduced through solid-liquor separation, iron-aluminum-manganese composite powder(10min、40℃、CO2Pressure
It is 4kW that power 0.6MPa, every liter of waste water add iron-aluminum-manganese composite powder 15g, the power of every cubic metre of waste water input ultrasonic wave), anaerobism
(PH8.5,72h, 25 DEG C~35 DEG C), it is aerobic(4h)And biological filtering tower combined working(Porous ceramic grain packing layer gross thickness 1m, hydraulic load
50m3/m2.d)The COD of water outlet after treatmentCrIt is 77mg/L, T-N7.7mg/L, T-P0.2mg/L, colourity 18.
Embodiment 2:5m is processed daily3Propyl-butyl total solvent waste water(Composition: CODCr41000 mg/L、T-N38.5mg/L、
SS31500mg/L, T-P4.7mg/L, colourity 760), reduced through solid-liquor separation, iron-aluminum-manganese composite powder(20min、25℃、CO2Pressure
It is 2kW that power 0.1MPa, every liter of waste water add iron-aluminum-manganese composite powder 5g, the power of every cubic metre of waste water input ultrasonic wave), anaerobism
(PH7.0,24h, 35 DEG C~55 DEG C), it is aerobic(6h)And biological filtering tower combined working(Active carbon filler layer gross thickness 2m, hydraulic load 150m3/
m2.d)The COD of water outlet after treatmentCrIt is 86mg/L, T-N6.6mg/L, T-P0.2mg/L, colourity 24.
Claims (1)
1. a kind of utilization Ipomoea batatas is the processing method of the waste water that main material production propyl-butyl total solvent is produced, it is characterised in that will
Propyl-butyl total solvent waste water carries out solid-liquor separation, and the waste water isolated enters regulating reservoir, the solid comprehensive utilization isolated, adjusted
Propyl-butyl total solvent waste water feeding voltage-resistant reactor after the regulation of pond, adds reactor, in ultrasonic wave by cleaning iron-aluminum-manganese composite powder
Effect is lower and is passed through industrial CO2Reacted, the granularity of iron-aluminum-manganese composite powder is less than 180 mesh, every kind of gold in iron-aluminum-manganese composite powder
The content of category is not less than 5%, and every liter of waste water adds iron-aluminum-manganese composite powder 5g~30g, and the stirring reaction time is under ul-trasonic irradiation
10min~35min, reaction temperature be 25 DEG C~60 DEG C, CO2Pressure be 0.1MPa~0.6MPa, the input of every cubic metre of waste water
The power of ultrasonic wave is 2kW~8kW, and reacted waste water carries out solid-liquor separation, and the iron-aluminum-manganese composite powder isolated returns to reaction
Device, waste water milk of lime or other alkaline matters after solid-liquor separation adjust its pH value to 7.0~8.5, anti-subsequently into anaerobism
Device, waste water is answered to stop 24h~120h in anaerobic reactor, anaerobism temperature is 25 DEG C~55 DEG C, and the waste water after anaerobism enters biological
The treatment of Aerobic Pond normal temperature, the Aerobic Process for Treatment time is 4h~12h, and the waste water after Aerobic Process for Treatment enters sedimentation basin, and the sedimentation time is 1h
~3h, irregularly extracts sludge out from sedimentation basin and is filtered, and filter cake makees general disposition of solid waste, and filtrate returns aerobic
Pond, the supernatant waste water of sedimentation basin send multi-layer biological filter tower to process, and the filler of biological filtering tower combined working is activated carbon or porous ceramic grain, and filler is total
Thickness is 1m~3m, and the dominant bacteria of biological filtering tower combined working is the red pseudomonas in photosynthetic bacteria, and the hydraulic load of biological filtering tower combined working is
50 m3/m2.d~150m3/m2.d, the standard water discharge discharge or reuse of biological filtering tower combined working.
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01224096A (en) * | 1988-03-04 | 1989-09-07 | Kurita Water Ind Ltd | Treatment of organic waste water |
CN101234812A (en) * | 2008-02-05 | 2008-08-06 | 中国科学院沈阳应用生态研究所 | Method for decoloring burned waste water by using zero-valent iron/ultrasonic wave synergistic reaction |
CN102757158A (en) * | 2012-08-07 | 2012-10-31 | 常州大学 | Residence community domestic sewage treating system and method |
CN103755102A (en) * | 2014-01-24 | 2014-04-30 | 常州大学 | Garlic wastewater treatment method and device |
CN104986919A (en) * | 2015-06-29 | 2015-10-21 | 常州大学 | Wastewater advanced treatment system for corn processing |
-
2016
- 2016-12-30 CN CN201611255566.4A patent/CN106746258A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01224096A (en) * | 1988-03-04 | 1989-09-07 | Kurita Water Ind Ltd | Treatment of organic waste water |
CN101234812A (en) * | 2008-02-05 | 2008-08-06 | 中国科学院沈阳应用生态研究所 | Method for decoloring burned waste water by using zero-valent iron/ultrasonic wave synergistic reaction |
CN102757158A (en) * | 2012-08-07 | 2012-10-31 | 常州大学 | Residence community domestic sewage treating system and method |
CN103755102A (en) * | 2014-01-24 | 2014-04-30 | 常州大学 | Garlic wastewater treatment method and device |
CN104986919A (en) * | 2015-06-29 | 2015-10-21 | 常州大学 | Wastewater advanced treatment system for corn processing |
Non-Patent Citations (2)
Title |
---|
冯晓西等: "《精细化工废水治理技术》", 31 March 2000, 北京:化学工业出版社 * |
湖南省爱国卫生运动委员会办公室等编: "《爱国卫生运动工作手册》", 31 July 1986, 湖南人民出版社 * |
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Application publication date: 20170531 |