CN106673322A - Sweet potato alcohol wastewater treatment method - Google Patents
Sweet potato alcohol wastewater treatment method Download PDFInfo
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- CN106673322A CN106673322A CN201611255004.XA CN201611255004A CN106673322A CN 106673322 A CN106673322 A CN 106673322A CN 201611255004 A CN201611255004 A CN 201611255004A CN 106673322 A CN106673322 A CN 106673322A
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- waste water
- composite powder
- solid
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- radix ipomoeae
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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
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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
- C02F2001/007—Processes including a sedimentation step
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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
- 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
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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
- 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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
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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
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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
- C02F2301/04—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
-
- 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
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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)
- Physical Water Treatments (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
The invention introduces a sweet potato alcohol wastewater treatment method. The method comprises the procedures of solid-liquid separation, CO2 pressurized reduction of iron manganese composite powder under the action of ultrasonic waves, anaerobic treatment, aerobic treatment, biological filtration tower treatment and the like, and the treated wastewater can be stably discharged to reach the standard.
Description
Technical field
The present invention relates to a kind of processing method of Radix Ipomoeae alcohol waste water.
Background technology
Radix Ipomoeae is to produce one of primary raw material of ethanol, and the organic waste water pollutant COD concentration that its production is produced is high, into
Divide complexity, intractability is big.If the waste water is not processed is directly discharged into environment, severe contamination will be caused to environment.Current sweet potato wine
The processing method of smart waste water is mainly biological treatment.Due to containing persistence organic pollutant in Radix Ipomoeae alcohol waste water(Containing benzene
Ring and(Or)Heterocycle Organic substance), especially with fresh sweet potatoes be primary raw material when, the concentration of persistence organic pollutant is higher,
Thereby result in Biochemical method Radix Ipomoeae alcohol waste water and be difficult stably reaching standard discharge.The Radix Ipomoeae ethanol of exploitation energy stably reaching standard discharge gives up
The processing method of water has larger practical value.
The content of the invention
For the problem of current Radix Ipomoeae ethanol method of wastewater treatment, the purpose of the present invention is to find energy stably reaching standard discharge
The processing method of Radix Ipomoeae alcohol waste water, it is characterised in that Radix Ipomoeae alcohol waste water is carried out solid-liquor separation, the waste water isolated are entered
Regulating reservoir, the solid isolated make feedstuff.Radix Ipomoeae alcohol waste water after adjusted pond is adjusted sends into voltage-resistant reactor, will clean ferrum
Manganese composite powder adds reactor, and is passed through industrial CO2Reacted.The granularity of ferrimanganic composite powder is less than 180 mesh, ferrimanganic composite powder
In the content of every kind of metal be not less than 5%(The ferrimanganic composite powder that return is used is not limited), every liter of waste water adds ferrimanganic to be combined
Powder 5g~30g.Under ul-trasonic irradiation, the stirring reaction time is 10min~40min.Reaction temperature is 25 DEG C~60 DEG C.CO2's
Pressure is 0.1MPa~0.6MPa.The ultrasonic power of every cubic metre of waste water input is 2kW~8kW.Reacted waste water is carried out
Solid-liquor separation, the ferrimanganic composite powder Returning reactor isolated.Waste water lime cream or other alkaline matters after solid-liquor separation
Its pH value is adjusted to 7.0~8.5, subsequently into anaerobic reactor.Waste water stops 24h~120h, anaerobism temperature in anaerobic reactor
Spend for 25 DEG C~55 DEG C.Into the process of biology aerobic pond room temperature, the Aerobic Process for Treatment time is 4h~12h to waste water after anaerobism.It is aerobic
Waste water after process enters sedimentation tank, and the sedimentation time is 1h~3h.Irregularly extract sludge out from sedimentation tank to be filtered, filter cake
Make general disposition of solid waste, filtrate returns Aerobic Pond.The supernatant waste water of sedimentation tank send multi-layer biological filter tower to process.Biological filter
The filler of tower is activated carbon or porous ceramic grain, is 0.5m~1.0m per thickness degree, and gross thickness is 1m~3m.The advantage of biological filtering tower combined working
Strain is the rhodopseudomonas in photosynthetic bacteria(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 Radix Ipomoeae alcohol waste water is more, into ferrimanganic composite powder
Before reduction reactor, solid-liquor separation is carried out, it is to avoid the impact that solid matter is reduced to ferrimanganic composite powder, be also beneficial to unreacted complete
Ferrimanganic composite powder recycling.After waste water enters ferrimanganic composite powder reduction reactor, the larger molecular organicses in waste water are special
It is not persistence organic pollutant(Containing phenyl ring and(Or)The Organic substance of heterocycle etc.)The strong also of generation is reduced by ferrimanganic composite powder
The effect of former free radical and destroy, be subsequent biochemical process create favorable conditions.It is passed through pressure CO2Purpose be to maintain ferrimanganic multiple
Close powder and reduce suitable pH value(2.0~5.0);The effect of input ultrasound wave is the mass transport process of Accelerating reduction reaction.After reduction
Waste water lime cream or other alkaline matters adjust its pH, to meet the requirement of follow-up anaerobic and aerobic process.It is premenstrual to state place
In anaerobic processes, by the effect of microorganism, larger molecular organicses further become small organic molecule to the waste water of reason, after being
Continuous biological oxidation creates more favorable condition.By biological oxidation process, remaining most of Organic substances are removed, while going to denitrogenate
The pollutant such as phosphorus.Waste water finally enters activated carbon or porous ceramic grain biological filtering tower combined working, in the work of microorganism, particularly rhodopseudomonas
With under, the pollutant such as further organics removal and nitrogen phosphorus, it is ensured that the waste water stably reaching standard discharge after process.
Relative to existing method, the outstanding advantages of the present invention are reduced using ferrimanganic composite powder, by the persistency in waste water
Pollutant are destroyed, and are that subsequent biological treatment creates favorable conditions, so as to ensure the waste water stably reaching standard discharge after processing;Relative to
Metal deoxidization used in other wastewater treatments, using CO2Replace now widely used sulphuric acid to make acidulant, do not introduce
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 and
The inhibitory action of microorganism in aerobic process, greatly improves the efficiency of biological treatment;Boiler, fuel combustion are all had in Radix Ipomoeae Alcohol Plant
Burn the CO for producing2Waste gas can make full use of, and can not only reduce processing cost, and can reduce carbon emission;Waste water after process
Energy stably reaching standard discharge, with obvious economic benefit and environmental benefit.
Specific implementation method
Embodiment 1:1m is processed daily3Radix Ipomoeae alcohol waste water(Composition: CODCr38500 mg/L、T-N42.2m/L、
SS28000mg/L, T-P4.5mg/L, colourity 750), Jing solid-liquor separations, the reduction of ferrimanganic composite powder(10min、40℃、CO2Pressure
0.6MPa, every liter of waste water add ferrimanganic composite powder 15g, the ultrasonic power 4kW of every cubic metre of waste water input), 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)Place
The COD of water outlet after reasonCrFor 60mg/L, T-N7.2mg/L, T-P0.2mg/L, colourity 20.
Embodiment 2:5m is processed daily3Radix Ipomoeae alcohol waste water(Composition:CODCr40500 mg/L、T-N45.1m/L、
SS31500mg/L, T-P4.2mg/L, colourity 780), Jing solid-liquor separations, the reduction of ferrimanganic composite powder(25min、25℃、CO2Pressure
0.1MPa, every liter of waste water add ferrimanganic composite powder 5g, the ultrasonic power 2kW of every cubic metre of waste water input), 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)Place
The COD of water outlet after reasonCrFor 65mg/L, T-N7.5mg/L, T-P0.2mg/L, colourity 23.
Claims (1)
1. a kind of processing method of Radix Ipomoeae alcohol waste water, it is characterised in that Radix Ipomoeae alcohol waste water is carried out into solid-liquor separation, is isolated
Waste water enter regulating reservoir, the solid isolated makees feedstuff, and the Radix Ipomoeae alcohol waste water after adjusted pond is adjusted sends into pressure reaction
Cleaning ferrimanganic composite powder is added reactor, and is passed through industrial CO by device2Reacted, the granularity of ferrimanganic composite powder is less than 180
Mesh, in ferrimanganic composite powder, the content of every kind of metal is not less than 5%, and every liter of waste water adds ferrimanganic composite powder 5g~30g, in ultrasound wave
The effect lower stirring reaction time is 10min~40min, and reaction temperature is 25 DEG C~60 DEG C, CO2Pressure be 0.1MPa~
0.6MPa, the ultrasonic power of every cubic metre of waste water input is 2kW~8kW, and reacted waste water carries out solid-liquor separation, isolates
Ferrimanganic composite powder Returning reactor, the waste water lime cream or other alkaline matters after solid-liquor separation adjust its pH value to 7.0
~8.5, subsequently into anaerobic reactor, waste water stops 24h~120h in anaerobic reactor, and anaerobism temperature is 25 DEG C~55 DEG C,
Waste water after anaerobism is 4h~12h into the process of biology aerobic pond room temperature, Aerobic Process for Treatment time, and the waste water after Aerobic Process for Treatment is entered
Sedimentation tank, sedimentation time are 1h~3h, irregularly extract sludge out from sedimentation tank and are filtered, and filter cake makees general solid waste
Dispose, filtrate returns Aerobic Pond, the supernatant waste water of sedimentation tank send multi-layer biological filter tower to process, and the filler of biological filtering tower combined working is activated carbon
Or porous ceramic grain, filler gross thickness is 1m~3m, and the dominant bacteria of biological filtering tower combined working is the rhodopseudomonas in photosynthetic bacteria, biological
The hydraulic load of filter tower 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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CN201611255004.XA CN106673322A (en) | 2016-12-30 | 2016-12-30 | Sweet potato alcohol wastewater treatment method |
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CN201611255004.XA CN106673322A (en) | 2016-12-30 | 2016-12-30 | Sweet potato alcohol wastewater treatment method |
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CN201611255004.XA Pending CN106673322A (en) | 2016-12-30 | 2016-12-30 | Sweet potato alcohol wastewater treatment method |
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Citations (1)
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 |
-
2016
- 2016-12-30 CN CN201611255004.XA patent/CN106673322A/en active Pending
Patent Citations (1)
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 |
Non-Patent Citations (6)
Title |
---|
宋志伟 等: "《水污染控制工程》", 31 July 2013, 中国矿业大学出版社 * |
张修正: "《化工厂电气手册》", 31 December 1994, 化学工业出版 * |
施悦 等: "《环境氧化还原处理技术原理与应用》", 31 August 2013, 哈尔滨工业大学出版 * |
湖南省爱国卫生运动委员会办公室: "《爱国卫生运动工作手册》", 31 July 1986, 湖南人民出版社出版 * |
郑西来: "《地下水污染控制》", 31 July 2009, 华中科技大学出版社 * |
陈武: "《环境污染治理的电化学技术》", 31 March 2013, 石油工业出版社 * |
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