CN106430863A - Landfill leachate treatment method - Google Patents

Landfill leachate treatment method Download PDF

Info

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
Authority
CN
China
Prior art keywords
treatment
leachate
garbage
garbage leachate
anaerobic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201611173512.3A
Other languages
Chinese (zh)
Inventor
姚力智
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yixing Yigang Environmental Protection Engineering & Materials Co Ltd
Original Assignee
Yixing Yigang Environmental Protection Engineering & Materials Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yixing Yigang Environmental Protection Engineering & Materials Co Ltd filed Critical Yixing Yigang Environmental Protection Engineering & Materials Co Ltd
Priority to CN201611173512.3A priority Critical patent/CN106430863A/en
Publication of CN106430863A publication Critical patent/CN106430863A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • C02F1/20Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
    • 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
    • C02F1/30Treatment of water, waste water, or sewage by irradiation
    • C02F1/302Treatment of water, waste water, or sewage by irradiation with microwaves
    • 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
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • 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
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • 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
    • C02F2001/007Processes including a sedimentation step
    • 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
    • C02F2103/06Contaminated groundwater or leachate
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • 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

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

Garbage percolation liquid treatment method
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.
CN201611173512.3A 2016-12-19 2016-12-19 Landfill leachate treatment method Pending CN106430863A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611173512.3A CN106430863A (en) 2016-12-19 2016-12-19 Landfill leachate treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611173512.3A CN106430863A (en) 2016-12-19 2016-12-19 Landfill leachate treatment method

Publications (1)

Publication Number Publication Date
CN106430863A true CN106430863A (en) 2017-02-22

Family

ID=58217416

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611173512.3A Pending CN106430863A (en) 2016-12-19 2016-12-19 Landfill leachate treatment method

Country Status (1)

Country Link
CN (1) CN106430863A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
Title
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)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN104609658B (en) A kind of catalyzed internal electrocatalysis-improvement BAF processes the method for reverse osmosis concentrated water
CN103739157B (en) Method for processing middle and late period of landfill leachate
CN107698037B (en) Method for deeply treating reverse osmosis concentrated water of landfill leachate by three-dimensional electrochemical coupling three-dimensional electrobiology
CN101219842A (en) Technique and equipment for recycling leachate of garbage
CN106554126B (en) Deep standard-reaching treatment method and system for reverse osmosis concentrated water
CN101698550A (en) Advanced treating method of landfill leachate
CN1872745A (en) Infiltration method for treating garbage
CN105800871A (en) Method for treating refuse leachate membrane-concentrated liquid by using ozone advanced oxidation
CN109534601A (en) A kind of biochemical method for combining electrocatalytic oxidation processing landfill leachate
CN104891733A (en) Treatment method of landfill leachate
CN204198558U (en) A kind of trade effluent cyclic utilization system
CN105776735B (en) A kind of water purification new method of the different odor type organic removal of micro polluted source
CN115231774B (en) Treatment method and system for aged garbage leachate
CN106430863A (en) Landfill leachate treatment method
CN211198962U (en) Non-membrane method landfill leachate treatment system
CN203653393U (en) Landfill leachate treatment device
CN102363549A (en) Deep treatment system of membraneless industrial organic wastewater
CN105417898A (en) Method for treating reverse osmosis concentrated water and ultrafiltration back washing water in double-membrane method system
CN105541005A (en) Degradation-resistant salt chemical wastewater deep treatment method
CN105254117A (en) Treatment method of fine chemical engineering oily wastewater
CN103739158B (en) Method for treating early-stage landfill leachate
EP1531123A3 (en) Method and installation for the treatment of soil water from ships
CN109502911A (en) A kind of sewage water treatment method
CN111547938B (en) Electrochemical dephosphorization treatment process for wastewater
CN105130131A (en) Treatment system and method of landfill refuse leachate

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20170222

WD01 Invention patent application deemed withdrawn after publication