CN106430863A - Landfill leachate treatment method - Google Patents
Landfill leachate treatment method Download PDFInfo
- Publication number
- CN106430863A CN106430863A CN201611173512.3A CN201611173512A CN106430863A CN 106430863 A CN106430863 A CN 106430863A CN 201611173512 A CN201611173512 A CN 201611173512A CN 106430863 A CN106430863 A CN 106430863A
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- China
- Prior art keywords
- treatment
- leachate
- garbage
- garbage leachate
- anaerobic
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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
-
- 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
- C02F1/20—Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
-
- 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
- C02F1/30—Treatment of water, waste water, or sewage by irradiation
- C02F1/302—Treatment of water, waste water, or sewage by irradiation with microwaves
-
- 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
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
-
- 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
- C02F1/66—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
- C02F2001/007—Processes including a sedimentation step
-
- 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
-
- 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
- C02F3/30—Aerobic and anaerobic 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)
Abstract
The invention relates to a sewage treatment method, in particular to a treatment method for landfill leachate generated in a refuse landfill. The landfill leachate treatment method comprises the steps of performing neutralization and sedimentation treatment on the leachate, then performing microwave treatment on the leachate, performing anaerobic and aerobic biological treatment on the leachate, performing microelectrolysis to further degrade residual macromolecules difficult to degrade, and then sequentially performing iron-carbon microelectrolysis, post-denitrification treatment and sedimentation separation emission. As macromolecule organism and heavy metal ions are remarkably removed before deep treatment in a treatment process, the treatment cost is reduced.
Description
Technical field
The present invention relates to a kind of garbage leachate process side of the output of sewage water treatment method, specially refuse landfill
Method.
Background technology
Leachate site produced by municipal refuse sanitary landfills disposal process is a kind of high concentration organic waste of complicated
Water, containing large amount of organic, float, ammonia nitrogen, heavy metal ion and pathogenic bacterium etc., and as physics, chemistry, biology etc. are all
Multifactor impact, water quality and quantity amplitude of variation is very big.
The domestic process to garbage leachate is usually employing mode anaerobism-aerobic treatment process, anaerobism-oxidation at present
Ditch handling process, Activated Sludge Process and SBR method etc., with the raising of environmental protection standard, these handling process process Leachate site
It is difficult to reach new discharge standard.And only relying on increase advanced treating so that processing cost steeply rises.
Content of the invention
For above-mentioned technical problem, present invention offer is a kind of can both to have caused Chinese effluent to reach high standard, while lowering
The garbage percolation liquid treatment method of processing cost, specific method is:
Garbage percolation liquid treatment method, comprises the following steps:
(1)PH is adjusted, Leachate site calls in regulating reservoir by elevator pump, the balanced water yield is carried out, and in regulating reservoir, adds Calx to enter
Row Acidity of Aikalinity is adjusted, and is adjusted to neutrality, and the sewage after neutralization is called in preliminary sedimentation tank again, carries out primary precipitation, the precipitate of primary
Harmless treatment is carried out according to solid waste;
(2)Microwave treatment, the garbage leachate after just precipitating calls in the processing pond for being provided with microwave generator, uses frequency 2450Hz
The microwave irradiation of power 300W 3 ~ 6 minutes;
(3)Deamination is processed, and garbage leachate importing ammonia-nitrogen stripping tower is carried out deamination reaction, and ammonia-contaminated gas are entered greatly through air channel
Gas;Garbage leachate after deamination enters second pond, stops 0.5 ~ 1 hour and adds flocculant to be precipitated;
(4)Anaerobic treatment, garbage leachate imports anaerobic pond, carries out anaerobic nitrification process, and the macromole for decomposing in sewage is organic
Thing, and remove part SS, COD;
(5)Aerobic Process for Treatment, the Leachate site after anaerobic treatment is entered type sequence intermittent activated sludge reactor carries out aerobic reaction 5
~ 13 days;Using the Organic substance in the further oxidation Decomposition garbage leachate of aerobic microbiological;
(6)Iron-carbon micro-electrolysis are processed, and in the importing iron-carbon micro-electrolysis treatment reactor after Aerobic Process for Treatment, are added in garbage leachate
Entering sulphuric acid and hydrogen peroxide, and carry out aeration carries out micro-electrolysis reaction, eliminates the organic macromolecule of bioanalysises difficult degradation;
(7)Denitrogenation processing afterwards, the garbage leachate that anaerobic treatment is crossed is entered in rear denitrification column, and provides hydrogen donor;Then enter
Enter the pond that deaerates to be de-gassed;
(8)Precipitate and separate is discharged, and last Leachate site enters concentration basin and precipitated, and supernatant is vented back to regulating reservoir, the dirt of precipitation
Mud waste residue enters pressure filter filter pressing, and pressing filtering liquid is vented back to regulating reservoir, and after filter pressing, sludge is used as fixed-end forces.
The garbage percolation liquid treatment method that the present invention is provided, will be pre- for garbage leachate advanced using microwave in preamble is processed
Row is processed, and microwave carries out selectivity heating to material in sewage, has low-temperature catalyzed effect to inhaling ripple material;Can speed up in fluid
Solid, liquid is separated;And sterilized.After anaerobic and aerobic biological treatment, one is entered to the macromole light electrolysis of remaining difficult degradation
Step degraded, is processed through said process, and larger molecular organicses are compared than traditional method with heavy metal ion, are greatly lowered,
Reduce processing cost.
Specific embodiment
It is described in conjunction with the embodiments the garbage percolation liquid treatment method specific implementation method of the present invention:
With certain urban refuse sanitary landfill garbage leachate as sample, its Leachate site 300m for producing3/ d, its water quality BOD5For
1218 mg/L, COD are 13750mg/L, NH3- N is 1520 mg/L, coli-group 1 × 105.
(1)PH being adjusted, Leachate site calls in regulating reservoir by elevator pump, the balanced water yield is carried out, and stone is added in regulating reservoir
Ash carries out Acidity of Aikalinity adjustment, is adjusted to neutrality, and the sewage after neutralization is called in preliminary sedimentation tank again, is precipitated, 8 ~ 15 minutes anti-
Should after precipitated, sedimentation time >=2 hour, precipitate is processed according to solid waste.
(2)Microwave treatment, the garbage leachate after just precipitating calls in the processing pond for being provided with microwave generator, uses frequency
The microwave irradiation of 2450Hz power 300W 3 ~ 6 minutes.
(3)Deamination is processed, and garbage leachate importing ammonia-nitrogen stripping tower is carried out deamination reaction, and ammonia-contaminated gas are entered through air channel
Air;Garbage leachate after deamination enters second pond, stops 0.5 ~ 1 hour and adds flocculant to be precipitated;
(4)Anaerobic treatment, garbage leachate imports anaerobic pond, carries out anaerobic nitrification process, temperature stabilization at 35 ~ 37 DEG C, load
For 2 ~ 5kgCOD/ (m3D), 3 ~ 5d of the time of staying;Decompose the larger molecular organicses in sewage, and remove part SS, COD.
(5)Aerobic Process for Treatment, by the Leachate site after anaerobic treatment enter type sequence intermittent activated sludge reactor carry out aerobic
Reaction 5 ~ 13 days;Reactor volume load is 0.1 ~ 0.18kgBOD/ (kgMLSS d), 0.02 ~ 0.05kgNH4+-N/
(kgMLSS d), using the Organic substance in the further oxidation Decomposition garbage leachate of aerobic microbiological.
(6)Iron-carbon micro-electrolysis are processed, in the importing iron-carbon micro-electrolysis treatment reactor after Aerobic Process for Treatment, to garbage leachate
Middle addition sulphuric acid and hydrogen peroxide, and carry out aeration and carry out micro-electrolysis reaction, eliminate the organic macromolecule of bioanalysises difficult degradation;
Water quality BOD after light electrolysis5It is 200mg/L, NH for 40mg/L, COD3- N is 25 mg/L;Each pollutant in index
Concentration be greatly reduced, alleviate successive depths process film burden.
(7)Denitrogenation processing afterwards, the garbage leachate that anaerobic treatment is crossed is entered in rear denitrification column, and provides hydrogen donor;So
Enter degassing pond afterwards to be de-gassed;
(8)Precipitate and separate is discharged, and last Leachate site enters concentration basin and precipitated, and supernatant is vented back to regulating reservoir, the dirt of precipitation
Mud waste residue enters pressure filter filter pressing, and pressing filtering liquid is vented back to regulating reservoir, and after filter pressing, sludge is used as fixed-end forces.
Water quality BOD of last water outlet5It is 50mg/L, NH for 12 mg/L, COD3- N is 8 mg/L, coli-group 35;
Water quality can be with qualified discharge.
Claims (1)
1. garbage percolation liquid treatment method, it is characterised in that:Comprise the following steps:
(1)PH is adjusted, Leachate site calls in regulating reservoir by elevator pump, the balanced water yield is carried out, and in regulating reservoir, adds Calx to enter
Row Acidity of Aikalinity is adjusted, and is adjusted to neutrality, and the sewage after neutralization is called in preliminary sedimentation tank again, carries out primary precipitation, the precipitate of primary
Harmless treatment is carried out according to solid waste;
(2)Microwave treatment, the garbage leachate after just precipitating calls in the processing pond for being provided with microwave generator, uses frequency 2450Hz
The microwave irradiation of power 300W 3 ~ 6 minutes;
(3)Deamination is processed, and garbage leachate importing ammonia-nitrogen stripping tower is carried out deamination reaction, and ammonia-contaminated gas are entered greatly through air channel
Gas;Garbage leachate after deamination enters second pond, stops 0.5 ~ 1 hour and adds flocculant to be precipitated;
(4)Anaerobic treatment, garbage leachate imports anaerobic pond, carries out anaerobic nitrification process, and the macromole for decomposing in sewage is organic
Thing, and remove part SS, COD;
(5)Aerobic Process for Treatment, the Leachate site after anaerobic treatment is entered type sequence intermittent activated sludge reactor carries out aerobic reaction 5
~ 13 days;Using the Organic substance in the further oxidation Decomposition garbage leachate of aerobic microbiological;
(6)Iron-carbon micro-electrolysis are processed, and in the importing iron-carbon micro-electrolysis treatment reactor after Aerobic Process for Treatment, are added in garbage leachate
Entering sulphuric acid and hydrogen peroxide, and carry out aeration carries out micro-electrolysis reaction, eliminates the organic macromolecule of bioanalysises difficult degradation;
(7)Denitrogenation processing afterwards, the garbage leachate that anaerobic treatment is crossed is entered in rear denitrification column, and provides hydrogen donor;Then enter
Enter the pond that deaerates to be de-gassed;
(8)Precipitate and separate is discharged, and last Leachate site enters concentration basin and precipitated, and supernatant is vented back to regulating reservoir, the dirt of precipitation
Mud waste residue enters pressure filter filter pressing, and pressing filtering liquid is vented back to regulating reservoir, and after filter pressing, sludge is used as fixed-end forces.
Priority Applications (1)
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CN201611173512.3A CN106430863A (en) | 2016-12-19 | 2016-12-19 | Landfill leachate treatment method |
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CN201611173512.3A CN106430863A (en) | 2016-12-19 | 2016-12-19 | Landfill leachate treatment method |
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CN201611173512.3A Pending CN106430863A (en) | 2016-12-19 | 2016-12-19 | Landfill leachate treatment method |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108862813A (en) * | 2017-05-12 | 2018-11-23 | 中国石油天然气股份有限公司 | A kind of processing method of waste water |
CN110240357A (en) * | 2019-06-17 | 2019-09-17 | 重庆耐德环境技术有限公司 | A kind of processing equipment and method of landfill leachate |
CN113754151A (en) * | 2021-10-27 | 2021-12-07 | 广东益诺欧环保股份有限公司 | Method and system for pretreating landfill leachate |
Citations (5)
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---|---|---|---|---|
CN101428938A (en) * | 2008-12-04 | 2009-05-13 | 杨青淼 | Treatment process for garbage leachate |
CN102206022A (en) * | 2011-05-05 | 2011-10-05 | 镇江维赛科技发展有限公司 | Physicochemical biological ecological method of system applied to sewage advanced treatment |
CN102786183A (en) * | 2012-03-29 | 2012-11-21 | 波鹰(厦门)科技有限公司 | Method for processing garbage leachate |
CN104671613A (en) * | 2015-02-28 | 2015-06-03 | 北京科益创新环境技术有限公司 | Landfill leachate treatment technology |
CN106219846A (en) * | 2016-08-25 | 2016-12-14 | 四川深蓝环保科技有限公司 | Percolate film-filter concentration liquid processing method |
-
2016
- 2016-12-19 CN CN201611173512.3A patent/CN106430863A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101428938A (en) * | 2008-12-04 | 2009-05-13 | 杨青淼 | Treatment process for garbage leachate |
CN102206022A (en) * | 2011-05-05 | 2011-10-05 | 镇江维赛科技发展有限公司 | Physicochemical biological ecological method of system applied to sewage advanced treatment |
CN102786183A (en) * | 2012-03-29 | 2012-11-21 | 波鹰(厦门)科技有限公司 | Method for processing garbage leachate |
CN104671613A (en) * | 2015-02-28 | 2015-06-03 | 北京科益创新环境技术有限公司 | Landfill leachate treatment technology |
CN106219846A (en) * | 2016-08-25 | 2016-12-14 | 四川深蓝环保科技有限公司 | Percolate film-filter concentration liquid processing method |
Non-Patent Citations (1)
Title |
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岳秀: "垃圾渗滤液的预处理方法及其机理研究", 《工程科技Ⅰ辑》 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108862813A (en) * | 2017-05-12 | 2018-11-23 | 中国石油天然气股份有限公司 | A kind of processing method of waste water |
CN108862813B (en) * | 2017-05-12 | 2021-05-28 | 中国石油天然气股份有限公司 | Wastewater treatment method |
CN110240357A (en) * | 2019-06-17 | 2019-09-17 | 重庆耐德环境技术有限公司 | A kind of processing equipment and method of landfill leachate |
CN113754151A (en) * | 2021-10-27 | 2021-12-07 | 广东益诺欧环保股份有限公司 | Method and system for pretreating landfill leachate |
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