CN109292974A - A kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure - Google Patents

A kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure Download PDF

Info

Publication number
CN109292974A
CN109292974A CN201811503626.9A CN201811503626A CN109292974A CN 109292974 A CN109292974 A CN 109292974A CN 201811503626 A CN201811503626 A CN 201811503626A CN 109292974 A CN109292974 A CN 109292974A
Authority
CN
China
Prior art keywords
well
water
underground water
bearing layer
anaerobic organism
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.)
Granted
Application number
CN201811503626.9A
Other languages
Chinese (zh)
Other versions
CN109292974B (en
Inventor
陈波洋
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.)
Beijing Lixin Bothon Environmental Polytron Technologies Inc
Original Assignee
Beijing Lixin Bothon Environmental Polytron Technologies Inc
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 Beijing Lixin Bothon Environmental Polytron Technologies Inc filed Critical Beijing Lixin Bothon Environmental Polytron Technologies Inc
Priority to CN201811503626.9A priority Critical patent/CN109292974B/en
Publication of CN109292974A publication Critical patent/CN109292974A/en
Application granted granted Critical
Publication of CN109292974B publication Critical patent/CN109292974B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • C02F3/28Anaerobic digestion processes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09CRECLAMATION OF CONTAMINATED SOIL
    • B09C1/00Reclamation of contaminated soil
    • B09C1/002Reclamation of contaminated soil involving in-situ ground water treatment
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09CRECLAMATION OF CONTAMINATED SOIL
    • B09C1/00Reclamation of contaminated soil
    • B09C1/10Reclamation of contaminated soil microbiologically, biologically or by using enzymes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09CRECLAMATION OF CONTAMINATED SOIL
    • B09C2101/00In situ
    • 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
    • C02F2305/00Use of specific compounds during water treatment
    • C02F2305/06Nutrients for stimulating the growth of microorganisms

Abstract

The present invention provides a kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure, which repairs well by laying, and nutriment is injected in repairing well, or double as electron donor, the electron donors such as sulfate or nitrate of supplement filling when necessary.Reinject the anaerobic organism bacterium tamed, quickly nutriment, electron donor or anaerobic organism bacterium are diffused to by injection compressed gas and repaired in well reparation radius, realize that quick anaerobic organism repairs the purpose of underground water and water-bearing layer soil, simultaneously by the laying to well is repaired, recoverable region can be clearly determined.

Description

A kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure
Technical field
The present invention relates to a kind of soil and underground water pollution control technology, and in particular to a kind of underground water and water-bearing layer soil Anaerobic organism restorative procedure in situ.
Background technique
Underground water and water-bearing layer soil in-situ bioremediation technology are by microorganism in underground water and water-bearing layer soil Pollutant is transformed into the recovery technique of innocuous substance by the biodegradation of organic pollutant.Microorganism is by being directly metabolized Or co -metabolic degradation organic pollutant, organic pollutant degradation is the lower pollutant of toxicity or is thoroughly degraded to carbon dioxide And water.Biology in situ recovery technique can be divided into aerobe recovery technique and original in situ by the aerobic or anaerobism characteristic of biological bacteria Position anaerobic organism recovery technique.The pollutants such as carbon tetrachloride, chloroform, tetrachloro-ethylene and trichloro ethylene are difficult to drop by aerobe Solution, but anaerobic biodegradation can be passed through.
Environmental Protection Agency is in " Engineered Approaches to In Situ Bioremediation of Chlorinated Solvents:Fundamentals and Field Applications " (EPA 542-R-00-008, 2000 revised of July) dynamic circulation well In-situ Bioremediation Technology of Contaminated Groundwater is discussed in a book.The technology is in underground water Extraction well is laid in upstream, will come after adding nutriment or microbial inoculum by ground installation on the groundwater extraction of pollution, is recycled into In the reinjection well that underground water downstream is laid, groundwater dynamic circulation is formed.After microorganism in underground water will obtain nutriment Growth and breeding is with degradable organic pollutant.This technology is the disadvantage is that being difficult to determine the underground water model that dynamic circulation well can be repaired It encloses;Additionally needing will be handled on groundwater extraction, and energy consumption is higher, and the ground installation investment of required construction is larger. In addition, this book does not discuss how underground water injector well is laid out in the plane.
Summary of the invention
In order to solve the problems in the existing technology, the present invention provides a kind of underground water and water-bearing layer soil in-situ anaerobism Biological renovation method.The biological renovation method repairs well by laying, and injects nutriment in repairing well, fills sulphur when necessary The electron donors such as hydrochlorate or nitrate can reinject the anaerobic organism bacterium tamed, and pass through injection compressed nitrogen, argon gas or dioxy Change carbon aeration quickly to diffuse in reparation well reparation radius nutriment, electron donor or anaerobic organism bacterium, realize fast Fast anaerobic organism repairs the purpose of underground water and water-bearing layer soil, while by the laying to well is repaired, can clearly determine Recoverable region.
The purpose of the present invention is what is be achieved through the following technical solutions:
A kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure, which comprises the steps of:
1) it lays and repairs well gang of wells;
2) the pressurization injection nutriment in repairing well;
3) the anaerobic organism bacterium that underground water and water-bearing layer soil target contaminant have been tamed is reinjected in repairing well;
4) the intermittent low dose of injection nutriment of every mouthful of reparation well, so that underground water nutrient concentrations reach 2mg/L or more, Continuous service is until underground water and water-bearing layer soil are up to standard.
In repairing well when pressurization injection nutriment, also pressurization injection sulfate or nitrate are supplied as electronics when necessary Body.
In step 2,3), 4) in after injected material, have and inject gas by repairing well injected material is made to diffuse to week The step of side underground reservoir.
The nutriment is lactate, acetate, vegetable oil or molasses, the nutriment or also serves as electron donor.
The gas is nitrogen, argon gas or the carbon dioxide of compression.
The reparation well, which is not only used to pressurize, injects nutriment and anaerobic organism bacterium, but also for the injection gas that pressurizes.
The laying is repaired well gang of wells and is included the following steps:
It 1a) determines and repairs radius R;
Four reparation wells 1b) are laid in place in quasi- repair, so that the regular quadrangle that side length is 2R is formed between four reparation wells, Again in one reparation well of center setting on positive four side;
1c) arrange that other repair well successively according to the method for step 1b), so that the intersection covering of all circles is quasi- to repair place, institute It states circle to refer to centered on repairing well, radius is the circle for repairing radius R.
Further, further include step 1d) lay monitoring well.
The determining method for repairing radius R are as follows: build one in paraprotehetic underground water place and repair well, in the reparation 2m successively lays multiple monitoring wells at equal intervals around well, toward after repairing well continuous injection compressed nitrogen 30 ~ 90 minutes, in underground water Dissolution nitrogen gas concn can rise to 1mg/L or more and be determined as repairing radius R with a distance from the farthest monitoring well of well from repairing.
The monitoring well of laying includes: to lay monitoring well in the points of tangency of any two circle.
Compared with the prior art, the advantages of the present invention are as follows:
1) the groundwater remediation well in the technical program, which is both used to pressurize, injects the battalion such as lactate, acetate, vegetable oil or molasses It supports substance (or doubling as electron donor), the electron donors such as sulfate or nitrate and anaerobic organism bacterium, and for injection of pressurizeing The above substance is quickly quickly diffused to that the underground water for repairing well periphery contains by the inert gases such as compressed nitrogen, argon gas or carbon dioxide In water layer.The breeding of anaerobic organism bacterium raised growth degrades pollutant, has reached quick reparation underground water and water-bearing layer soil Purpose;
2) dynamic circulation well In-situ Bioremediation Technology of Contaminated Groundwater is difficult to determine the underground water that each pair of dynamic circulation well can be repaired Range, the present invention can be apparent centered on clear groundwater remediation well, and radius is that the intersection of the circle of reparation radius covers The underground water pollution region of required reparation.In addition dynamic circulation well In-situ Bioremediation Technology of Contaminated Groundwater needs to take out underground water It is brought up and is handled, energy consumption is higher, and the ground installation investment of required construction is larger.This technology is without building at the surface water Manage facility.
Detailed description of the invention
It is described further with reference to the accompanying drawing:
Fig. 1 is the schematic layout pattern that gang of wells is repaired in the method for the invention.
Specific embodiment
Method and effect of the invention are described in further detail in the following with reference to the drawings and specific embodiments.
A kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure are repaired using well is repaired, including such as Lower step:
1) well J1 is repaired in construction flatly in paraprotehetic underground water place, is at equal intervals being 2m from well 2m, 4m, 6m... is repaired Monitoring well is laid, maximum distance is usually no more than 20m.Toward after repairing well J1 continuous injection compressed nitrogen 30 ~ 90 minutes, underground water Dissolution nitrogen can rise to 1mg/L or more and be determined as repairing radius R with a distance from the farthest monitoring well of well from repairing.
2) groundwater remediation well distribution method is as shown in Figure 1, distance is on the position of 2R on repairing well J1 arbitrary orientation It lays and repairs well J2, using J1 and J2 as vertex, construct a positive square.In other two vertex position of this positive square It lays and repairs well J7 and reparation well J8;It is laid in the center of this positive square and repairs well J4.Actually four reparation wells Centered on J1, J2, J7 and J8, four circles that reparation radius is R are tangent, and the geometric center in the gap that centre is formed is the 5th and repairs The position of multiple well J4.
3) other are according to said method laid successively and repairs well, so that all centered on repairing well, radius is to repair radius The underground water pollution region repaired required for round intersection covering.Underground water prison can be laid in the points of tangency of any two circle Well logging monitors groundwater remediation effect.
4) well pressurization injection certain amount lactate, acetate, vegetable oil or molasses etc. are repaired to every mouth using water pump Nutriment (or doubling as electron donor), and well is repaired by every mouth and injects compressed nitrogen, argon gas or carbon dioxide quickly handle Nutriment quickly diffuses in the aquifer for repairing well periphery.It is certain that well pressurization injection is repaired to every mouth when necessary The electron donors such as quantity sulfate or nitrate, and it is quick by inert gases such as injection compressed nitrogen, argon gas or carbon dioxide Sulfate or nitrate are quickly diffused in the aquifer for repairing well periphery.
5) to be rapidly achieved repairing effect, water pump can be used and repair well pressurization injection certain amount anaerobism life to every mouth again Object microbial inoculum.The anaerobic organism microbial inoculum must be screened in advance, be tamed, and have good biological degradation effect to the pollutant of quasi- improvement.It is logical The inert gases such as every mouth reparation well injection compressed nitrogen, argon gas or carbon dioxide are crossed quickly to quickly diffuse to anaerobic organism bacterium In the aquifer for repairing well periphery.
6) nutriments such as every mouthful of reparation well indirect type low dose pressurization injection lactate, acetate, vegetable oil or molasses (or doubling as electron donor), and make nutriment quick by inert gases such as injection compressed nitrogen, argon gas or carbon dioxide Diffusion, so that underground water nutrient concentrations reach 2mg/L or more.
7) the anaerobic organism bacterium raised growth breeding degradation of indigenous anaerobic organism bacterium or injection is quasi- in aquifer controls The pollutant of reason, until underground water and water-bearing layer soil are up to standard.
Specific embodiment is provided below
Embodiment 1
1) as shown in Figure 1, laying groundwater remediation well J1, J2, J3...J9, groundwater monitoring well H1, H2, H3 and H4 is laid, is repaired Multiple radius is 8m;
2) J1 repaired well continuous injection compressed nitrogen after 30 minutes, and distance J1 can be made to repair the H1 monitoring well underground outside well 8m Water dissolution nitrogen rises to 1mg/L;
3) after repairing well pressurization injection 80L sodium lactate saturated solution to every mouth using water pump, continuous injection compressed nitrogen 30 divides Clock quickly diffuses to sodium lactate in the aquifer for repairing well periphery.
4) well pressurization injection 100L anaerobic organism bacterium solution is repaired to every mouth using water pump, continuous injection compressed nitrogen 30 divides Clock quickly diffuses to anaerobic organism microbial inoculum in the aquifer for repairing well periphery.
5) it after every mouth reparation well is injected sodium lactate saturated solution 30 minutes with the flow persistent pressure of 100L per hour, holds Continuous injection compressed nitrogen 30 minutes, then 12 hours repressurizations of interval inject sodium lactate.So circulation, groundwater monitoring well H1, Lactic acid na concn maintains 2mg/L or more in H2, H3 and H4.Until underground water and water-bearing layer soil are up to standard.
Embodiment 2
1) as shown in Figure 1, laying groundwater remediation well J1, J2, J3...J9, groundwater monitoring well H1, H2, H3 and H4 is laid, is repaired Multiple radius is 12m;
2) J1 repaired well continuous injection compressed nitrogen after 50 minutes, can make distance J1 with repairing the H1 monitoring well outside well 12m It is lauched dissolution nitrogen and rises to 1mg/L;
3) after repairing well pressurization injection 120L sodium lactate saturated solution to every mouth using water pump, continuous injection compressed nitrogen 50 divides Clock quickly diffuses to sodium lactate in the aquifer for repairing well periphery.
4) well pressurization injection 150L anaerobic organism bacterium solution is repaired to every mouth using water pump, continuous injection compressed nitrogen 50 divides Clock quickly diffuses to anaerobic organism microbial inoculum in the aquifer for repairing well periphery.
5) it after every mouth reparation well is injected sodium lactate saturated solution 30 minutes with the flow persistent pressure of 200L per hour, holds Continuous injection compressed nitrogen 50 minutes, then 12 hours repressurizations of interval inject sodium lactate.So circulation, groundwater monitoring well H1, Lactic acid na concn maintains 2mg/L or more in H2, H3 and H4.Until underground water and water-bearing layer soil are up to standard.
Although above having used general explanation, specific embodiment and test, the present invention is made to retouch in detail It states, but on the basis of the present invention, it can be made some modifications or improvements, this is apparent to those skilled in the art 's.Therefore, these modifications or improvements without departing from theon the basis of the spirit of the present invention, belong to claimed Range.

Claims (10)

1. a kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure, which comprises the steps of:
1) it lays and repairs well gang of wells;
2) the pressurization injection nutriment in repairing well;
3) the anaerobic organism bacterium that underground water and water-bearing layer soil target contaminant have been tamed is reinjected in repairing well;
4) the intermittent low dose of injection nutriment of every mouthful of reparation well, so that underground water nutrient concentrations reach 2mg/L or more, Continuous service is until underground water and water-bearing layer soil are up to standard.
2. a kind of underground water as described in claim 1 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that In repairing well when pressurization injection nutriment, also pressurization injection sulfate or nitrate is as electron donor when necessary.
3. a kind of underground water as claimed in claim 2 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that In step 2,3), 4) in after injected material, have and circumferentially contained down by repairing well and injecting gas and diffuse to injected material The step of water layer.
4. a kind of underground water as claimed in claim 3 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that The nutriment is lactate, acetate, vegetable oil or molasses, the nutriment or also serves as electron donor.
5. a kind of underground water as claimed in claim 3 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that The gas is nitrogen, argon gas or the carbon dioxide of compression.
6. a kind of underground water as claimed in claim 3 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that The reparation well, which is not only used to pressurize, injects nutriment and anaerobic organism bacterium, but also for the injection gas that pressurizes.
7. a kind of underground water as described in claim 1 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that The laying is repaired well gang of wells and is included the following steps:
It 1a) determines and repairs radius R;
Four reparation wells 1b) are laid in place in quasi- repair, so that the regular quadrangle that side length is 2R is formed between four reparation wells, Again in one reparation well of center setting on positive four side;
1c) arrange that other repair well successively according to the method for step 1b), so that the intersection covering of all circles is quasi- to repair place, institute It states circle to refer to centered on repairing well, radius is the circle for repairing radius R.
8. a kind of underground water as claimed in claim 7 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that Further include step 1d) lay monitoring well.
9. a kind of underground water as claimed in claim 7 and water-bearing layer soil in-situ anaerobic organism restorative procedure, which is characterized in that The determining method for repairing radius R are as follows: build one in paraprotehetic underground water place and repair well, around the reparation well etc. Interval 2m successively lays multiple monitoring wells, and toward after repairing well continuous injection compressed nitrogen 30 ~ 90 minutes, nitrogen is dissolved in underground water Concentration can rise to 1mg/L or more and be determined as repairing radius R with a distance from the farthest monitoring well of well from repairing.
10. a kind of underground water as claimed in claim 8 and water-bearing layer soil in-situ anaerobic organism restorative procedure, feature exist In the monitoring well of laying includes: to lay monitoring well in the points of tangency of any two circle.
CN201811503626.9A 2018-12-10 2018-12-10 In-situ anaerobic biological remediation method for underground water and aquifer soil Active CN109292974B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811503626.9A CN109292974B (en) 2018-12-10 2018-12-10 In-situ anaerobic biological remediation method for underground water and aquifer soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811503626.9A CN109292974B (en) 2018-12-10 2018-12-10 In-situ anaerobic biological remediation method for underground water and aquifer soil

Publications (2)

Publication Number Publication Date
CN109292974A true CN109292974A (en) 2019-02-01
CN109292974B CN109292974B (en) 2022-03-29

Family

ID=65142499

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811503626.9A Active CN109292974B (en) 2018-12-10 2018-12-10 In-situ anaerobic biological remediation method for underground water and aquifer soil

Country Status (1)

Country Link
CN (1) CN109292974B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114632809A (en) * 2022-03-18 2022-06-17 中国科学院南京土壤研究所 Risk control method for polluted site and in-situ risk control domain of polluted site
CN114653737A (en) * 2022-04-02 2022-06-24 北京博诚立新环境科技股份有限公司 In-situ chemical reduction and enhanced biological combined remediation method for hexavalent chromium contaminated soil and underground water
CN117602742A (en) * 2023-12-15 2024-02-27 广东省环境科学研究院 Groundwater pollution restoration system and restoration method

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1689989A (en) * 2004-04-23 2005-11-02 中国科学院生态环境研究中心 Denitrogenation technique for waste water containing high concentration ammonia nitrogen
CN1792897A (en) * 2005-11-10 2006-06-28 复旦大学 Process for depth treating total nitrogen of urban sewage
CN101200332A (en) * 2006-12-12 2008-06-18 上海水产大学 Method for removing nitrate nitrogen from aquaculture water
CN101808757A (en) * 2007-09-05 2010-08-18 罗狄亚聚酰胺特殊品有限公司 Method for the bioremediation of soil and/or water contaminated by organic and/or inorganic compounds
CN102976490A (en) * 2012-12-19 2013-03-20 天津生态城环保有限公司 Method for in-situ bioremediation of pollution caused by chlorohydrocarbon of underwater
CN103145232A (en) * 2012-02-21 2013-06-12 清华大学 Method and system using micro-nanometer bubbles to repair underground water in in-situ mode
CN107127211A (en) * 2017-05-27 2017-09-05 中科鼎实环境工程股份有限公司 Pollutant site remediation system and method based on regional pollution amount
CN108453128A (en) * 2017-12-28 2018-08-28 江苏盖亚环境科技股份有限公司 A kind of integrated repair system of reinforced soil gas phase extracting and groundwater remediation

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1689989A (en) * 2004-04-23 2005-11-02 中国科学院生态环境研究中心 Denitrogenation technique for waste water containing high concentration ammonia nitrogen
CN1792897A (en) * 2005-11-10 2006-06-28 复旦大学 Process for depth treating total nitrogen of urban sewage
CN101200332A (en) * 2006-12-12 2008-06-18 上海水产大学 Method for removing nitrate nitrogen from aquaculture water
CN101808757A (en) * 2007-09-05 2010-08-18 罗狄亚聚酰胺特殊品有限公司 Method for the bioremediation of soil and/or water contaminated by organic and/or inorganic compounds
CN103145232A (en) * 2012-02-21 2013-06-12 清华大学 Method and system using micro-nanometer bubbles to repair underground water in in-situ mode
CN102976490A (en) * 2012-12-19 2013-03-20 天津生态城环保有限公司 Method for in-situ bioremediation of pollution caused by chlorohydrocarbon of underwater
CN107127211A (en) * 2017-05-27 2017-09-05 中科鼎实环境工程股份有限公司 Pollutant site remediation system and method based on regional pollution amount
CN108453128A (en) * 2017-12-28 2018-08-28 江苏盖亚环境科技股份有限公司 A kind of integrated repair system of reinforced soil gas phase extracting and groundwater remediation

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
孙英杰,孙晓杰,赵由才: "《冶金企业污染土壤和地下水整治与修复》", 31 January 2008 *
温泉,宋俊德,贾威: "《水土修复技术》", 31 October 2017 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114632809A (en) * 2022-03-18 2022-06-17 中国科学院南京土壤研究所 Risk control method for polluted site and in-situ risk control domain of polluted site
CN114653737A (en) * 2022-04-02 2022-06-24 北京博诚立新环境科技股份有限公司 In-situ chemical reduction and enhanced biological combined remediation method for hexavalent chromium contaminated soil and underground water
CN117602742A (en) * 2023-12-15 2024-02-27 广东省环境科学研究院 Groundwater pollution restoration system and restoration method

Also Published As

Publication number Publication date
CN109292974B (en) 2022-03-29

Similar Documents

Publication Publication Date Title
CN109292974A (en) A kind of underground water and water-bearing layer soil in-situ anaerobic organism restorative procedure
CN109824140A (en) A kind of underground water home position strengthening biological renovation method
CN109821887A (en) A kind of aeration zone contaminated soil original position anaerobic organism restorative procedure
CN101898198B (en) Method for remedying oil pollution by unitedly using air shatter crack and microorganism and device thereof
CN102923838B (en) Device and method for repairing underground water nitrate pollution
CN105665433A (en) Soil contamination in-situ desorption method and device
CN104724818B (en) A kind of carbon tetrachloride piece-rate system and separating technology thereof
CN104140153A (en) Device for remediating rocks environmental pollution by nanotechnology and application thereof
CN110842020A (en) Method for repairing petroleum-polluted soil by heat-strengthening-assisted in-situ microorganisms
CN109365522A (en) A method of the reparation of contaminated soil anaerobic organism is carried out using bioreactor
CN113182335A (en) Extraction driving in-situ oxidation repair system
CN104086065B (en) Oil and gas well drilling operation discarded slurry micro-organism treatment process
CN112299554A (en) Biological reaction well group and underground water in-situ reinforced biological reaction wall and laying method thereof
JP5205010B2 (en) In-situ purification method for contaminated groundwater
CN211538968U (en) In-situ bioremediation system for petroleum-polluted soil and underground water
CN216737992U (en) Groundwater remediation system
CN203256034U (en) PRB (Permeable Reactive Barrier) device for repairing groundwater pollution
CN211255442U (en) Long-acting repair system for pollution control site in water-deficient area
CN210497639U (en) Soil and groundwater composite remediation system
CN113102482A (en) In-situ bioremediation system and method for petroleum-polluted soil and underground water
CN109821888A (en) A kind of aeration zone contaminated soil biology in situ renovation method
CN217798058U (en) In-situ repair device for removing semi-volatile pollutants through vapor extraction and microbial degradation
CN205856279U (en) One is volatile organic matter segregation apparatus be applicable to Treated sewage reusing
CN110548761A (en) microbial treatment method for lead and cadmium polluted soil foundation
CN204237624U (en) Underground water ammonia nitrogen In-sltu reinforcement nitrification and denitrification integrated system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant