CN106517690A - Treatment method of acetone-butanol total solvent production wastewater - Google Patents

Treatment method of acetone-butanol total solvent production wastewater Download PDF

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Publication number
CN106517690A
CN106517690A CN201611259029.7A CN201611259029A CN106517690A CN 106517690 A CN106517690 A CN 106517690A CN 201611259029 A CN201611259029 A CN 201611259029A CN 106517690 A CN106517690 A CN 106517690A
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waste water
composite powder
zinc composite
total solvent
solid
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CN201611259029.7A
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龙炳清
陈俊
万旭
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Sichuan Normal University
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Sichuan Normal University
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/70Treatment of water, waste water, or sewage by reduction
    • C02F1/705Reduction by metals
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F2003/001Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F2003/001Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
    • C02F2003/003Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms using activated carbon or the like
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/34Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32
    • C02F2103/36Nature 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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/02Temperature
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/03Pressure
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/06Controlling or monitoring parameters in water treatment pH
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/10Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/16Total nitrogen (tkN-N)
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/44Time
    • 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
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/308Biological phosphorus removal
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used

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  • 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)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

The invention discloses a treatment method of acetone-butanol total solvent production wastewater. The method comprises the processes of liquid-solid separation, CO2 pressurization iron-manganese-zinc composite powder reduction under ultrasonic effect, anaerobic treatment, aerobic treatment, biological filtering tower treatment and the like; and the treated wastewater can be stably discharged up to standard.

Description

Propyl-butyl total solvent produces the processing method of waste water
Technical field
The present invention relates to a kind of processing method of the waste water 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 mainly produce propyl-butyl total solvent by raw material of oil.The third fourth is produced using biomass ferment in recent years always molten Agent has become a kind of development trend.Ipomoea batatas is to produce one of primary raw material of propyl-butyl total solvent, the organic wastewater that its production is produced Middle pollutant COD concentration is high, and complicated component, intractability are big.If the waste water is not processed is directly discharged into environment, environment will be caused Severe contamination.The processing method that the waste water that propyl-butyl total solvent is produced is produced currently with Ipomoea batatas 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 and is difficult stably reaching standard discharge.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 for the problem that the processing method that the waste water that propyl-butyl total solvent is produced is produced currently with Ipomoea batatas is present, of the invention 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 ferrimanganic zinc composite powder is added reactor, under ul-trasonic irradiation and is passed through work Industry CO2Reacted, the granularity of ferrimanganic zinc composite powder is less than 180 mesh, and in ferrimanganic zinc composite powder, the content of every kind of metal is not less than 5%(The ferrimanganic zinc composite powder that return is used is not limited), every liter of waste water addition ferrimanganic zinc 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 be 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 Ferrimanganic zinc composite powder Returning reactor.Waste water milk of lime or other alkaline matters after solid-liquor separation adjusts its pH value and arrives 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 process 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 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 of biological filtering tower combined working or reuse.
The object of the present invention is achieved like this, and the solid matter of propyl-butyl total solvent waste water is more, multiple into ferrimanganic zinc Before closing powder reduction reactor, carry out solid-liquor separation, it is to avoid the impact that solid matter is reduced to ferrimanganic zinc composite powder, be also beneficial to not The ferrimanganic zinc composite powder recycling reacted.After waste water enters ferrimanganic zinc 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 ferrimanganic zinc composite powder also Originate in the effect of raw strong reduction free radical and destroy, be that subsequent biochemical process creates favorable conditions.It is passed through pressure CO2Purpose It is to maintain ferrimanganic zinc composite powder to reduce suitable pH value(2.0~5.0);The effect of input ultrasonic wave is to speed up the biography of reduction reaction Matter process.Waste water milk of lime or other alkaline matters after reduction adjusts its pH, to meet follow-up anaerobic and aerobic process Require.In anaerobic processes, by the effect of microorganism, larger molecular organicses further become little point to the premenstrual waste water for stating process Sub- organic matter, is that more favorable condition is created in subsequent bio oxidation.By biological oxidation process, 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 process Put.
Relative to existing method, the outstanding advantages of the present invention are reduced using ferrimanganic zinc 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 processing;Relatively In the metal deoxidization used in other wastewater treatments, using CO2Replace now widely used sulfuric acid to make acidulant, 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 process 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), Jing solid-liquor separations, the reduction of ferrimanganic zinc composite powder(10min、40℃、CO2Pressure It is 4kW that power 0.6MPa, every liter of waste water add ferrimanganic zinc 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 processCrFor 49mg/L, T-N6.2mg/L, T-P0.2mg/L, colourity 14.
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), Jing solid-liquor separations, the reduction of ferrimanganic zinc composite powder(20min、25℃、CO2Pressure It is 2kW that power 0.1MPa, every liter of waste water add ferrimanganic zinc 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 processCrFor 56mg/L, T-N5.8mg/L, T-P0.2mg/L, colourity 18.

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 after pond is adjusted sends into voltage-resistant reactor, cleaning ferrimanganic zinc composite powder is added reactor, in ultrasonic wave Effect is lower and is passed through industrial CO2Reacted, the granularity of ferrimanganic zinc composite powder is less than 180 mesh, every kind of gold in ferrimanganic zinc composite powder The content of category is not less than 5%, and every liter of waste water adds ferrimanganic zinc composite powder 5g~30g, and under ul-trasonic irradiation, the stirring reaction time is 10min~35min, reaction temperature are 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 ferrimanganic zinc composite powder isolated returns reaction Device, the 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 process 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 from sedimentation basin extracts sludge out 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.
CN201611259029.7A 2016-12-30 2016-12-30 Treatment method of acetone-butanol total solvent production wastewater Pending CN106517690A (en)

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101665311A (en) * 2009-09-24 2010-03-10 中南大学 Catalysis and micro-electrolysis combined technology for high-concentration refractory organic wastewater

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101665311A (en) * 2009-09-24 2010-03-10 中南大学 Catalysis and micro-electrolysis combined technology for high-concentration refractory organic wastewater

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Application publication date: 20170322