CN109824140A - A kind of underground water home position strengthening biological renovation method - Google Patents

A kind of underground water home position strengthening biological renovation method Download PDF

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Publication number
CN109824140A
CN109824140A CN201811214599.3A CN201811214599A CN109824140A CN 109824140 A CN109824140 A CN 109824140A CN 201811214599 A CN201811214599 A CN 201811214599A CN 109824140 A CN109824140 A CN 109824140A
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well
underground water
reparation
aerated
home position
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CN109824140B (en
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陈波洋
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Beijing Lixin Bothon Environmental Polytron Technologies Inc
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Beijing Lixin Bothon Environmental Polytron Technologies Inc
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The present invention provides a kind of underground water home position strengthening biological renovation method, the biological renovation method repairs well by laying, it is successively aerated after injecting aerobe microbial inoculum in repairing well, complete the reparation of underground water, it is repaired in well reparation radius by being aerated quickly to diffuse to aerobic biological bacteria, the purpose for quickly repairing underground water is realized, while by the laying to well is repaired, can clearly determine recoverable region.

Description

A kind of underground water home position strengthening biological renovation method
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 home position strengthening biology Restorative procedure.
Background technique
In-situ Bioremediation Technology of Contaminated Groundwater is the biodegradation by microorganism to Organic Chemicals In Groundwater, Pollutant is transformed into the recovery technique of innocuous substance.Microorganism by resolution organic pollutant, provide nutrient needed for itself and Organic pollutant is decomposed into carbon dioxide and water by energy.The reparation of underground water biology in situ can be divided into two kinds: the first is logical The growth and breeding of indigenous microorganism in stimulation oversaturation water-bearing layer carrys out degradable organic pollutant, and it is to pass through that stimulation indigenous microorganism, which is grown, To water-bearing layer electron injection donor (being suitable for anaerobic organism bacterium) or electron acceptor (being suitable for aerobe bacterium) and nutrients Matter is realized.The electron donor usually injected includes lactate, the vegetable oil of emulsification or molasses etc., and electron acceptor includes sky Gas, oxygen or oxygen release compound etc..Second is to inject external artificial culture to water-bearing layer to tame specific microorganism, Also electron injection donor or electron acceptor, nutriment simultaneously, promote the growth and breeding of microorganism.Second method is known as underground Water home position strengthening bioremediation technology.
Golden morning sunlight etc. " In-situ Bioremediation Technology of Contaminated Groundwater " (" urban environment and urban ecology ", 2 months 2002, The phase of volume 15 1) dynamic circulation well In-situ Bioremediation Technology of Contaminated Groundwater is discussed in a text.The technology is laid in underground water upstream and is taken out Well is mentioned, will come on the groundwater extraction of pollution after adding nutriment and oxygen by ground installation, be recycled under underground water The reinjection well laid is swum, groundwater dynamic circulation is formed.After aerobic microbiological in underground water will obtain nutriment and oxygen Growth and breeding is with degradable organic pollutant.This technical disadvantages is the underground water range for being difficult to determine that dynamic circulation well can be repaired, Additionally needing will be handled on groundwater extraction, and energy consumption is higher, and the ground installation investment of required construction is larger.
Suthan S. Suthersan etc. is in " Remediation Engineering-Design Concepts Second Edition " it discusses in a book to underground water and injects compressed air technique, promote original aerobic micro- life in underground water Object growth and breeding is with degradable organic pollutant.This technical disadvantages is original aerobic microbiological limited amount, underground water in underground water Repairing efficiency is longer, at least needs for 2 ~ 3 years.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 biological prosthetic side of underground water home position strengthening Method, the biological renovation method repair well by laying, and are successively aerated after injecting aerobe microbial inoculum in repairing well, complete underground The reparation of water.It is repaired in well reparation radius, is realized quickly in repair by being aerated quickly to diffuse to aerobic biological bacteria The purpose being lauched.
The purpose of the present invention is what is be achieved through the following technical solutions:
A kind of underground water home position strengthening biological renovation method, which comprises the steps of:
1) it lays and repairs well;
2) the pressurization injection aerobe microbial inoculum in repairing well;
3) it successively recycles in turn and reparation well is aerated, until quality of groundwater is up to standard.
Further, the laying is repaired well 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 reparation well continuous injection compressed air or after oxygen 30 ~ 90 minutes, ground It is lauched dissolved oxygen and can rise to 2 ~ 10mg/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.
The aerobe microbial inoculum need to be screened in advance, be tamed, and have good biological degradation effect to the pollutant of quasi- improvement.
Successively recycle be aerated to reparation well in turn in step 3) and refer to: arbitrarily choosing N number of reparation well is one group, is used Air compressor or pressure gas tank are aerated in turn, and preceding a bite repairs well injecting compressed air or oxygen is aerated 30 ~ 90 points Clock, interval 15 ~ 30 minutes, after the completion of interval, lower a bite repairs well and starts to be aerated, and N number of reparation well starts after completing a wheel The circulation of next round.
Compared with the prior art, the advantages of the present invention are as follows:
1) the groundwater remediation well in the technical program had not only been used for aerobe microbial inoculum, but also for injecting compression air or oxygen. Compressed air or oxygen, which quickly diffuse to aerobic bacteria agent by microbubble, repairs well reparation radius.Aerobe bacterium Raised growth breeding degrades pollutant, has achieved the purpose that quick reparation underground water;
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;
3) compared with simple underground water injects compressed air technique, it is good that this technology method has been injected using groundwater remediation well Oxygen bacteria agent substantially reduces the groundwater remediation time.
Detailed description of the invention
It is described further with reference to the accompanying drawing:
Fig. 1 is the schematic layout pattern that well 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 home position strengthening biological renovation method is repaired using well is repaired, is included the following steps:
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 reparation well J1 continuous injection compressed air or after oxygen 30 ~ 90 minutes, Underground water dissolved oxygen can rise to 2 ~ 10mg/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 aerobe microbial inoculum is repaired to every mouth using water pump.The aerobe microbial inoculum palpus It screened, tamed in advance, have good biological degradation effect to the pollutant of quasi- improvement.
5) arbitrarily choosing N number of reparation well is one group, is aerated in turn using air compressor or pressure gas tank, each Mouth reparation well injecting compressed air or oxygen are aerated 30 ~ 90 minutes, interval 15 ~ 30 minutes.J1 is aerated 30 ~ 90 minutes, and interval 15 ~ After 30 minutes, J2 is aerated 30 ~ 90 minutes, and after 15 ~ 30 minutes, J3 starts to be aerated interval, is so aerated in turn, until JN.JN exposes Gas 30 ~ 90 minutes, after 15 ~ 30 minutes, J1 started to be aerated interval.The such cyclic aeration of N number of reparation well is until quality of groundwater reaches It is designated as stopping.
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 10m;
2) J1 repaired well continuous injection air after 50 minutes, and distance J1 can be made to repair the H1 monitoring well underground water outside well 10m Dissolved oxygen rises to 5mg/L;
3) well pressurization injection 100kg aerobe microbial inoculum is repaired to every mouth using water pump;
4) this nine mouthfuls of groundwater remediation wells are aerated in turn using an air compressor, every mouth repairs well injection compression Air aeration 50 minutes, interval 30 minutes.J1 is aerated 50 minutes, and J2 starts aeration 50 minutes after interval 30 minutes, 30 points of interval Clock;It is so aerated in turn, until J9.J9 is aerated 50 minutes, and J1 starts to be aerated after interval 30 minutes.9 reparation wells so recycle Aeration is until quality of groundwater is up to standard.
Embodiment 2
1) according to shown in Fig. 1, groundwater remediation well J1, J2, J3...J9 are laid, lay groundwater monitoring well H1, H2, H3 and H4, reparation radius are 7.5m.
2) J1 repaired well continuous injection air after 90 minutes, and distance J1 can be made to repair the H1 monitoring well outside well 7.5m Underground water dissolved oxygen rises to 5mg/L.
3) well pressurization injection 80kg aerobe microbial inoculum is repaired to every mouth using water pump.
4) this nine mouthfuls of groundwater remediation wells are aerated in turn using an air compressor, every mouth repairs well note Enter compressed air to be aerated 90 minutes, interval 20 minutes.J1 is aerated 90 minutes, and J2 starts aeration 90 minutes to interval after twenty minutes, It has a rest 20 minutes;It is so aerated in turn, until J9.J9 is aerated 90 minutes, and J1 starts to be aerated interval after twenty minutes.9 reparation wells are such as This cyclic aeration is until quality of groundwater is 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 (7)

1. a kind of underground water home position strengthening biological renovation method, which comprises the steps of:
1) it lays and repairs well;
2) the pressurization injection aerobe microbial inoculum in repairing well;
3) it successively recycles in turn and reparation well is aerated, until quality of groundwater is up to standard.
2. a kind of underground water home position strengthening biological renovation method as described in claim 1, which is characterized in that the laying is repaired Well includes 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.
3. a kind of underground water home position strengthening biological renovation method as claimed in claim 2, which is characterized in that further include step 1d) lay monitoring well.
4. a kind of underground water home position strengthening biological renovation method as claimed in claim 2, which is characterized in that the determining reparation The method of radius R are as follows: one, which is built, in paraprotehetic underground water place repairs well, the 2m successively cloth at equal intervals around the reparation well If multiple monitoring wells, toward repairing well continuous injection compressed air or after oxygen 30 ~ 90 minutes, underground water dissolved oxygen can rise to 2 ~ It is determined as repairing radius R with a distance from the monitoring well farthest from reparation well of 10mg/L or more.
5. a kind of underground water home position strengthening biological renovation method as claimed in claim 3, which is characterized in that the laying monitoring Well includes: to lay monitoring well in the points of tangency of any two circle.
6. a kind of underground water home position strengthening biological renovation method as described in claim 1, which is characterized in that the aerobe Microbial inoculum need to be screened in advance, be tamed, and have good biological degradation effect to the pollutant of quasi- improvement.
7. a kind of underground water home position strengthening biological renovation method as described in claim 1, which is characterized in that in step 3) successively Recycle be aerated to reparation well in turn and refer to: arbitrarily choosing N number of reparation well is one group, uses air compressor or pressure gas Tank is aerated in turn, and preceding a bite repairs well injecting compressed air or oxygen is aerated 30 ~ 90 minutes, interval 15 ~ 30 minutes, interval After the completion, lower a bite repairs well and starts to be aerated, N number of circulation repaired well and complete beginning next round after a wheel.
CN201811214599.3A 2018-10-18 2018-10-18 In-situ reinforced bioremediation method for underground water Active CN109824140B (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110217899A (en) * 2019-07-22 2019-09-10 鸿灌环境技术有限公司 A kind of polluted underground water repairing and treating method
CN112299554A (en) * 2019-07-29 2021-02-02 北京博诚立新环境科技股份有限公司 Biological reaction well group and underground water in-situ reinforced biological reaction wall and laying method thereof
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
CN115784420A (en) * 2022-09-07 2023-03-14 河北工程大学 Device for removing pollutants in underground water in situ
CN115784420B (en) * 2022-09-07 2024-05-10 河北工程大学 Device for removing pollutants in underground water in situ

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Publication number Priority date Publication date Assignee Title
CN110217899A (en) * 2019-07-22 2019-09-10 鸿灌环境技术有限公司 A kind of polluted underground water repairing and treating method
CN112299554A (en) * 2019-07-29 2021-02-02 北京博诚立新环境科技股份有限公司 Biological reaction well group and underground water in-situ reinforced biological reaction wall and laying method thereof
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
CN115784420A (en) * 2022-09-07 2023-03-14 河北工程大学 Device for removing pollutants in underground water in situ
CN115784420B (en) * 2022-09-07 2024-05-10 河北工程大学 Device for removing pollutants in underground water in situ

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