CN106587517A - Deaminized landfill leachate treatment method - Google Patents
Deaminized landfill leachate treatment method Download PDFInfo
- Publication number
- CN106587517A CN106587517A CN201611257158.2A CN201611257158A CN106587517A CN 106587517 A CN106587517 A CN 106587517A CN 201611257158 A CN201611257158 A CN 201611257158A CN 106587517 A CN106587517 A CN 106587517A
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- CN
- China
- Prior art keywords
- waste water
- composite powder
- aluminum composite
- ferrum aluminum
- solid
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Classifications
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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
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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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
- C02F1/70—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
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/105—Phosphorus 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
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
-
- 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
- C02F2103/06—Contaminated groundwater or leachate
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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
- C02F3/30—Aerobic and anaerobic 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
Abstract
The invention provides a deaminized landfill leachate treatment method. The treatment method comprises the processes of preneutralization by means of CO2, liquid-solid separation, iron-aluminum composite powder reduction through CO2 pressurization under an ultrasonic wave effect, anaerobic treatment, aerobiotic treatment, biologic filtering tower treatment and the like. Treated waste water can be stably discharged in an up-to-standard mode.
Description
Technical field
The present invention relates to a kind of processing method of the percolate Jing after deamination process.
Background technology
Garbage loading embeading inevitably produces percolate.Pollutants from landfill leachate COD concentration is high, and composition is multiple
Miscellaneous, intractability is big.If the waste water is not processed is directly discharged into environment, severe contamination will be caused to environment.Current percolate
The main method combined using biological treatment and materializing strategy is processed.It is a considerable amount of due to containing in percolate
Persistence organic pollutant(Containing phenyl ring and(Or)Heterocycle Organic substance), thereby resulting in Biochemical method percolate can not be up to standard
Discharge.Generally percolate first uses blow-off method deamination, then Jing biological treatments, eventually passes reverse osmosiss or advanced oxidation(Such as
Fenton methods, catalytic oxidation etc.)Further processing could qualified discharge.Reverse-osmosis treated can produce concentrated water, this part concentrated water
General recharge landfill waste, the salinity for thus causing percolate increases, reverse-osmosis treated is adversely affected, when serious
Reverse osmosis treatment system is caused to be paralysed.Advanced oxidation processes processing cost is high.Development cost is low, the rubbish of energy stably reaching standard discharge oozes
The processing method of filtrate has larger practical value.
The content of the invention
For the problem that current method for treating garbage percolation liquid is present, the purpose of the present invention is to find low cost, can stablize
The processing method of the percolate of qualified discharge, it is characterised in that by the percolate CO Jing after deamination process2(CO2Can
Being industrial CO2, or fuel combustion, the CO that mineral decompose, sweat is produced2)PH value is neutralized less than 7, liquid is carried out
Gu separating, the waste water isolated enters regulating reservoir, and the solid isolated returns refuse landfill landfill.After adjusted pond is adjusted
Waste water sends into voltage-resistant reactor, and cleaning ferrum aluminum composite powder is added into reactor, under ul-trasonic irradiation and is passed through industrial CO2Carry out
Reaction.The granularity of ferrum aluminum composite powder is less than 180 mesh, and the content of every kind of metal is not less than 5% in ferrum aluminum composite powder(What return was used
Ferrum aluminum composite powder is not limited).Every liter of waste water adds ferrum aluminum composite powder 10g~40g.The stirring reaction time be 20min~
45min.Reaction temperature is 25 DEG C~60 DEG C, CO2Pressure be 0.3MPa~1.0MPa.Every cubic metre of waste water is input into ultrasound wave
Power is 2kW~8kW.Reacted waste water carries out solid-liquor separation, the ferrum aluminum composite powder Returning reactor isolated.Solid-liquor separation
Waste water lime cream or other alkaline matters afterwards adjusts its pH value to 7.0~8.5, subsequently into anaerobic reactor.Waste water exists
Anaerobic reactor stops 24h~120h, and anaerobism temperature is 25 DEG C~55 DEG C.Waste water after anaerobism enters biology aerobic Chi Changwenchu
Reason, the Aerobic Process for Treatment time is 6h~16h.Waste water after Aerobic Process for Treatment enters sedimentation tank, and the sedimentation time is 1h~3h.Irregularly from
Extract sludge in sedimentation tank out to be filtered, filter cake returns refuse landfill landfill, filtrate returns Aerobic Pond.The upper waste cleaning of sedimentation tank
Water send multi-layer biological filter tower to process.The filler of biological filtering tower combined working is activated carbon or porous ceramic grain, is 0.5m~2.0m per thickness degree, always
Thickness is 2m~4m.The dominant bacteria of biological filtering tower combined working is the rhodopseudomonas in photosynthetic bacteria(Rhodopseudomonas).It is raw
The hydraulic load of thing filter tower is 40 m3/m2.d~100m3/m2.d.The standard water discharge discharge of biological filtering tower combined working.
The object of the present invention is achieved like this, Jing deaminations process percolate solid matter it is more, basicity compared with
Height, if using adding lime cream to carry out stripping deamination technique, the percolate contains more Ca2+, it and CO2It is anti-in percolate
CaCO should be generated3.Before into ferrum aluminum composite powder reduction reactor, CO is used2Preneutralization precipitation is carried out, and carries out solid-liquor separation, kept away
Exempt from solid matter and generate CaCO3Impact to the reduction of ferrum aluminum composite powder, is also beneficial to the complete ferrum aluminum composite powder of unreacted and reclaims
Recycle.The waste water isolated is entered after ferrum aluminum composite powder reduction reactor, the larger molecular organicses in waste water, particularly persistently
Property organic pollution(Containing phenyl ring and(Or)The Organic substance of heterocycle etc.)The strong reduction free radical for producing is reduced by ferrum aluminum composite powder
Effect and destroy, be subsequent biochemical process create favorable conditions.It is passed through pressure CO2Purpose be to maintain the reduction of ferrum aluminum composite powder
Suitable pH value(2.0~5.0), the effect for being input into ultrasound wave is to speed up the mass transport process of reduction reaction.Waste water after reduction is used
Lime cream or other alkaline matters adjust its pH value, to meet the requirement of follow-up anaerobic and aerobic process.It is premenstrual to state the useless of process
In anaerobic processes, by the effect of microorganism, larger molecular organicses further become small organic molecule to water, are subsequent bio
More favorable condition is created in oxidation.By biological oxidation process, remaining most of Organic substances are removed, while going to denitrogenate the dirts such as phosphorus
Dye thing.Waste water finally enters activated carbon or porous ceramic grain biological filtering tower combined working, in the presence of microorganism, particularly rhodopseudomonas,
The further pollutant such as 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 ferrum aluminum composite powder, by percolate
Persistence organic pollutant is destroyed, and is that subsequent biological treatment creates favorable conditions, so as to ensure the waste water stably reaching standard after processing
Discharge;Relative to the metal deoxidization used in other wastewater treatments, using CO2Now widely used sulphuric acid is replaced to make acid
Agent, does 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-Inhibitory action to microorganism during anaerobic and aerobic, greatly improves the efficiency of biological treatment;Refuse landfill is filled
Containing abundant CO in waste gas2Waste gas is available for utilizing, 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 daily3Deamination percolate(Composition:CODCr45000 mg/L、NH3-N115 mg/L、T-
P30mg/L), Jing CO2Preneutralization, solid-liquor separation, the reduction of ferrum aluminum composite powder(20min、40℃、CO2Pressure 0.8MPa, every liter of waste water
Ferrum aluminum composite powder 30g, every cubic metre of waste water is added to be input into the power 4kW of ultrasound wave), anaerobism(PH8.5,96h, 25 DEG C~35
℃), it is aerobic(10h)And biological filtering tower combined working(Porous ceramic grain packing layer gross thickness 4m, hydraulic load 100m3/m2.d)Water outlet after process
CODCrFor 61mg/L, NH3-N 6.3mg/L、T-P0.2mg/L。
Embodiment 2:5m is processed daily3Deamination percolate(Composition: CODCr18000 mg/L、NH3-N43 mg/L、
T-P13mg/L), Jing CO2Preneutralization, solid-liquor separation, the reduction of ferrum aluminum composite powder(35min、25℃、CO2Pressure 0.3MPa, per liter give up
Water adds ferrum aluminum composite powder 10g, every cubic metre of waste water to be input into the power 2kW of ultrasound wave), anaerobism(PH7.0,24h, 35 DEG C~55
℃), it is aerobic(6h)And biological filtering tower combined working(Active carbon filler layer gross thickness 2m, hydraulic load 50m3/m2.d)Water outlet after process
CODCrFor 53mg/L, NH3-N 5.4mg/L、T-P0.2mg/L。
Claims (1)
1. it is a kind of Jing deamination process after percolate processing method, it is characterised in that by Jing deamination process after rubbish
Percolate CO2PH value is neutralized less than 7, solid-liquor separation is carried out, the waste water isolated enters regulating reservoir, and the solid isolated is returned
Refuse landfill landfill is returned, the waste water after adjusted pond is adjusted sends into voltage-resistant reactor, and cleaning ferrum aluminum composite powder is added into reaction
Device, under ul-trasonic irradiation and is passed through industrial CO2Reacted, the granularity of ferrum aluminum composite powder is less than 180 mesh, in ferrum aluminum composite powder
The content of every kind of metal is not less than 5%, and every liter of waste water adds ferrum aluminum composite powder 10g~40g, the stirring reaction time be 20min~
45min, reaction temperature is 25 DEG C~60 DEG C, CO2Pressure be 0.3MPa~1.0MPa, every cubic metre of waste water input ultrasound wave
Power is 2kW~8kW, and reacted waste water carries out solid-liquor separation, the ferrum aluminum composite powder Returning reactor isolated, solid-liquor separation
Waste water lime cream or other alkaline matters afterwards adjusts its pH value to 7.0~8.5, and subsequently into anaerobic reactor, waste water exists
Anaerobic reactor stops 24h~120h, and anaerobism temperature is 25 DEG C~55 DEG C, and the waste water after anaerobism enters biology aerobic Chi Changwenchu
Reason, the Aerobic Process for Treatment time is 6h~16h, and the waste water after Aerobic Process for Treatment enters sedimentation tank, and the sedimentation time is 1h~3h, irregularly from
Extract sludge in sedimentation tank out to be filtered, filter cake returns refuse landfill landfill, filtrate returns Aerobic Pond, the upper waste cleaning of sedimentation tank
Water 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 gross thickness is 2m~4m, biological
The dominant bacteria of filter tower is the rhodopseudomonas in photosynthetic bacteria, and the hydraulic load of biological filtering tower combined working is 40 m3/m2.d~100m3/
m2.d, the standard water discharge discharge of biological filtering tower combined working.
Priority Applications (1)
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CN201611257158.2A CN106587517A (en) | 2016-12-30 | 2016-12-30 | Deaminized landfill leachate treatment method |
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CN201611257158.2A CN106587517A (en) | 2016-12-30 | 2016-12-30 | Deaminized landfill leachate treatment method |
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CN106587517A true CN106587517A (en) | 2017-04-26 |
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CN201611257158.2A Pending CN106587517A (en) | 2016-12-30 | 2016-12-30 | Deaminized landfill leachate treatment method |
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Citations (2)
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 |
CN102344223A (en) * | 2010-08-03 | 2012-02-08 | 曾明 | Treatment or recycling method and purpose for coal gasification and coal carbonization waste water |
-
2016
- 2016-12-30 CN CN201611257158.2A patent/CN106587517A/en active Pending
Patent Citations (2)
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 |
CN102344223A (en) * | 2010-08-03 | 2012-02-08 | 曾明 | Treatment or recycling method and purpose for coal gasification and coal carbonization waste water |
Non-Patent Citations (1)
Title |
---|
宋志伟等主编: "《水污染控制工程》", 31 July 2013 * |
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