JPH09234487A - Restoration method for polluted ground water and soil - Google Patents
Restoration method for polluted ground water and soilInfo
- Publication number
- JPH09234487A JPH09234487A JP8043366A JP4336696A JPH09234487A JP H09234487 A JPH09234487 A JP H09234487A JP 8043366 A JP8043366 A JP 8043366A JP 4336696 A JP4336696 A JP 4336696A JP H09234487 A JPH09234487 A JP H09234487A
- Authority
- JP
- Japan
- Prior art keywords
- groundwater
- soil
- layer
- water
- pumped
- 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
Links
- 239000003673 groundwater Substances 0.000 title claims abstract description 54
- 239000002689 soil Substances 0.000 title claims abstract description 34
- 238000000034 method Methods 0.000 title claims description 21
- 239000003344 environmental pollutant Substances 0.000 claims abstract description 31
- 231100000719 pollutant Toxicity 0.000 claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 31
- 244000005700 microbiome Species 0.000 claims abstract description 15
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 14
- 239000001301 oxygen Substances 0.000 claims abstract description 14
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 14
- 239000000758 substrate Substances 0.000 claims abstract description 14
- 235000015097 nutrients Nutrition 0.000 claims abstract description 12
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 10
- 229920006395 saturated elastomer Polymers 0.000 claims description 23
- 238000005086 pumping Methods 0.000 claims description 13
- 239000000356 contaminant Substances 0.000 abstract description 11
- 238000000354 decomposition reaction Methods 0.000 abstract description 7
- 238000000746 purification Methods 0.000 abstract description 5
- 238000005470 impregnation Methods 0.000 abstract 1
- 241000894006 Bacteria Species 0.000 description 11
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 8
- 150000004045 organic chlorine compounds Chemical class 0.000 description 8
- 238000002347 injection Methods 0.000 description 7
- 239000007924 injection Substances 0.000 description 7
- 239000004927 clay Substances 0.000 description 6
- 239000005416 organic matter Substances 0.000 description 6
- 239000003921 oil Substances 0.000 description 5
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 4
- CYTYCFOTNPOANT-UHFFFAOYSA-N Perchloroethylene Chemical group ClC(Cl)=C(Cl)Cl CYTYCFOTNPOANT-UHFFFAOYSA-N 0.000 description 3
- 238000011109 contamination Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229950011008 tetrachloroethylene Drugs 0.000 description 3
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- XSTXAVWGXDQKEL-UHFFFAOYSA-N Trichloroethylene Chemical group ClC=C(Cl)Cl XSTXAVWGXDQKEL-UHFFFAOYSA-N 0.000 description 2
- 241001148470 aerobic bacillus Species 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 241001148471 unidentified anaerobic bacterium Species 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical class N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 241000193464 Clostridium sp. Species 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 241000202974 Methanobacterium Species 0.000 description 1
- 241000203353 Methanococcus Species 0.000 description 1
- 241000205284 Methanosarcina acetivorans Species 0.000 description 1
- 241000205286 Methanosarcina sp. Species 0.000 description 1
- 241000193459 Moorella thermoacetica Species 0.000 description 1
- 241000187488 Mycobacterium sp. Species 0.000 description 1
- 241000605122 Nitrosomonas Species 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- 241000589755 Pseudomonas mendocina Species 0.000 description 1
- 241001041887 Pseudomonas putida F1 Species 0.000 description 1
- 230000005587 bubbling Effects 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000382 dechlorinating effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000010439 graphite Substances 0.000 description 1
- 229910002804 graphite Inorganic materials 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000000696 methanogenic effect Effects 0.000 description 1
- 239000010452 phosphate Substances 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- UBOXGVDOUJQMTN-UHFFFAOYSA-N trichloroethylene Natural products ClCC(Cl)Cl UBOXGVDOUJQMTN-UHFFFAOYSA-N 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Landscapes
- Processing Of Solid Wastes (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明はトリクロロエチレ
ン、テトラクロロエチレンなどの有機塩素化合物や廃油
などの汚染物質によって汚染された土壌、地下水を修
復、浄化する技術に関する。TECHNICAL FIELD The present invention relates to a technique for repairing and purifying soil and groundwater contaminated with organic chlorine compounds such as trichloroethylene and tetrachloroethylene and pollutants such as waste oil.
【0002】[0002]
【従来の技術】このような汚染土壌、地下水から汚染物
質を取り除く浄化方法として、最近、バイオテクノロジ
ーを利用したバイオレメディエーション(原位置バイオ
レメディエーションとも呼ばれる。)が注目を集めてい
る。バイオレメディエーションは、土壌中に生息する微
生物の機能を利用して汚染物質を分解し無害化する技術
であり、土壌生態系が本来有している浄化機能を人為的
に強化し、利用するものである。2. Description of the Related Art Recently, bioremediation utilizing biotechnology (also called in-situ bioremediation) has been attracting attention as a purification method for removing pollutants from such contaminated soil and groundwater. Bioremediation is a technology that decomposes and detoxifies pollutants by utilizing the function of microorganisms that live in the soil, and artificially strengthens and uses the purification function originally possessed by the soil ecosystem. is there.
【0003】図3は従来のバイオレメディエーション技
術による浄化方法の一例を模式的に示すものである。こ
の例では、有機塩素化合物や油分などの汚染物質で汚染
された地下汚染箇所1の近傍の飽和層2に2本以上の井
戸3、4を掘削する。地下水流5の下流側に掘削された
揚水井戸4から揚水した地下水の少なくとも一部を基質
添加手段6に導き、汚染物質分解菌の生育基質等になる
メタンやフェノール、酸素、栄養源等を加え、これを上
流側に掘削された注入井戸3へ注入し、循環する。これ
により、飽和層2等に存在する汚染物質分解菌の活性を
高め、汚染物質の分解、除去を効率よく行うことがで
き、コストパフォーマンスの高い修復方法とされてい
る。FIG. 3 schematically shows an example of a purification method by a conventional bioremediation technique. In this example, two or more wells 3 and 4 are excavated in a saturated layer 2 near an underground contamination point 1 contaminated with a contaminant such as an organic chlorine compound or oil. At least a part of the groundwater pumped from the pumping well 4 drilled on the downstream side of the groundwater flow 5 is guided to the substrate addition means 6, and methane, phenol, oxygen, nutrient sources, etc. which become growth substrates for pollutant-degrading bacteria are added. , And injects it into the injection well 3 that has been excavated upstream and circulates it. As a result, the activity of the pollutant-degrading bacteria present in the saturated layer 2 and the like can be enhanced, and the pollutant can be decomposed and removed efficiently, and the restoration method has high cost performance.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、このバ
イオレメディエーションによる浄化方法にあっては、テ
トラクロロエチレンなどの有機塩素化合物の汚染物質
は、原液状で存在したり、粘土質や土壌中の有機物に吸
着され易いため、徐々にこれらが地下水中に離脱してく
るため、除去に比較的長時間を要する欠点がある。ま
た、土壌中の地下水が飽和の状態で存在する飽和層での
汚染物質分解、除去は可能であるが、地下水が不飽和
で、空気等の存在する間隙が存在する不飽和層での分
解、除去は困難であるなどの問題を有している。However, in this purification method by bioremediation, pollutants of organochlorine compounds such as tetrachloroethylene are present in a liquid state or are adsorbed to clay and organic matter in soil. Since they are easy to remove, they are gradually released into the groundwater, which has the disadvantage that it takes a relatively long time to remove them. In addition, it is possible to decompose and remove pollutants in a saturated layer where groundwater in the soil is saturated, but the groundwater is unsaturated and decomposes in an unsaturated layer where there are gaps such as air, There is a problem that removal is difficult.
【0005】本発明の課題は、バイオレメディエーショ
ンによる浄化、修復を行う際、短時間で分解、除去が可
能であり、かつ不飽和層の汚染物質の分解、除去も可能
とする方法の提供にある。An object of the present invention is to provide a method capable of decomposing and removing in a short time when purifying and repairing by bioremediation and also capable of decomposing and removing contaminants in an unsaturated layer. .
【0006】[0006]
【課題を解決するための手段】上記課題は、汚染物質で
汚染された地下汚染箇所の近傍の地下水が流れる飽和層
に複数の井戸を掘削するとともに、該地下汚染箇所の近
傍に2つ以上の電極を離間して埋設し、各電極間に電圧
を加えつつ、前記地下汚染箇所の地下水流下流側の前記
井戸から汚染物質を含む地下水を揚水し、該揚水に、土
壌中の汚染物質分解微生物の生育基質と、前記微生物の
栄養源と、酸素のうち少なくとも一種を添加し、該揚水
の一部を、前記地下汚染箇所の地下水流上流側に位置す
る前記井戸から前記飽和層に注入するとともに、他部
を、前記飽和層の上層である不飽和層に注入することで
解決される。また、前記不飽和層に、散水管を埋設し、
該散水管を通して前記揚水の他部を前記不飽和層に注入
するのが望ましい。[Means for Solving the Problems] The above-mentioned problem is to excavate a plurality of wells in a saturated layer in which groundwater flows in the vicinity of an underground polluted site contaminated with pollutants, and to provide two or more wells in the vicinity of the underground polluted site. The electrodes are separated from each other and embedded, while applying a voltage between the electrodes, groundwater containing pollutants is pumped from the well on the downstream side of the groundwater flow at the underground polluted site, and the pumped water is a pollutant-degrading microorganism in soil. Of at least one of the growth substrate, the nutrient source of the microorganisms, and oxygen, and a part of the pumped water is injected into the saturated layer from the well located on the upstream side of the groundwater flow at the underground pollution point. , The other part is injected into the unsaturated layer, which is the upper layer of the saturated layer, to solve the problem. Further, in the unsaturated layer, a water pipe is embedded,
It is desirable to inject the other part of the pumped water into the unsaturated layer through the water spray pipe.
【0007】[0007]
【発明の実施の形態】図1は、本発明による汚染地下
水、土壌の修復方法の一例を示すものである。この例で
は、有機塩素化合物や廃油などの汚染物質で汚染された
地下汚染箇所1の近傍の飽和層17に、地下汚染箇所1
を挟んで地下水流5上流側と下流側とに2本以上の井戸
11、12を掘削するとともに、それら井戸11、12
の地下水流5の上流側と下流側とにそれぞれ電極14、
15を埋設し、さらに井戸11、12間の地表面近くの
土壌に散水管16を地表面近くに水平に埋設しており、
下流側の揚水井戸11から揚水した地下水の一部を、地
下水流5上流側の注入井戸12を通して飽和層に注入す
るとともに、他部を、散水管16を通して前記飽和層1
7の上層である不飽和層18に注入するように構成され
ている。1 shows an example of a method for repairing contaminated groundwater and soil according to the present invention. In this example, in the saturated layer 17 near the underground pollution point 1 contaminated with pollutants such as organic chlorine compounds and waste oil, the underground pollution point 1
While excavating two or more wells 11 and 12 on the upstream side and the downstream side of the groundwater flow 5 across the well,
Electrodes 14 on the upstream side and the downstream side of the groundwater flow 5 of
15 is buried, and further, the water sprinkler pipe 16 is horizontally buried near the ground surface in the soil near the ground surface between the wells 11 and 12,
Part of the groundwater pumped from the downstream pumping well 11 is injected into the saturated layer through the groundwater flow 5 upstream injection well 12, and the other part is injected through the sprinkler pipe 16 into the saturated layer 1
7 is configured to be injected into the unsaturated layer 18 which is the upper layer.
【0008】この地下汚染箇所1の地層は、地下水流5
に示すように、地下水が流れている飽和層17と、その
上層の不飽和層18と、飽和層17の下にある不透水層
19とからなっており、汚染物質は不飽和層18や飽和
層17に多く存在し、特に不飽和層18と飽和層17と
の境界部分や、不飽和層18と不透水層19との境界部
分に蓄積している。トリクロロエチレンなどの有機塩素
化合物の汚染物質は、粘土質や土壌中の有機物に吸着さ
れて存在しており、このため飽和層17では、汚染物質
が徐々に地下水中に離脱し、この地下水中には汚染物質
が含有されている。[0008] The stratum at this underground pollution point 1 is composed of a groundwater flow 5
As shown in Fig. 2, the saturated layer 17 in which groundwater flows, the unsaturated layer 18 above it, and the impermeable layer 19 below the saturated layer 17 are provided. It is abundant in the layer 17, and is particularly accumulated in the boundary portion between the unsaturated layer 18 and the saturated layer 17 and the boundary portion between the unsaturated layer 18 and the impermeable layer 19. Contaminants of organochlorine compounds such as trichlorethylene are adsorbed and present in clay and organic matter in the soil. Therefore, in the saturated layer 17, the contaminants are gradually released into the groundwater, and in the groundwater. Contains pollutants.
【0009】前記井戸11、12は、地下汚染箇所1の
近傍の飽和層17に十分達する深さに、地下汚染箇所1
を挟んで地下水流5上流側と下流側とに掘削されてい
る。下流側の揚水井戸11には揚水パイプが底の近くま
で挿入されており、これら揚水パイプを通して地下水を
地上に揚水するようになっている。また、上流側の注入
井戸12は揚水を再び飽和層17に戻すためのものであ
る。The wells 11 and 12 are deep enough to reach the saturated layer 17 in the vicinity of the underground pollution point 1 and the underground pollution point 1
It is excavated on the upstream side and the downstream side of the groundwater flow 5. A pumping pipe is inserted into the pumping well 11 on the downstream side up to near the bottom, and groundwater is pumped to the ground through these pumping pipes. The upstream injection well 12 is for returning pumped water to the saturated layer 17 again.
【0010】前記電極14、15は、飽和層17に十分
達する深さに挿入された導電体であればよく、材質や形
状は限定されない。例えば飽和層17に十分達する深さ
に打ち込まれたグラファイト等で形成された電極板が使
用可能である。The electrodes 14 and 15 may be conductors inserted to a depth enough to reach the saturated layer 17, and the material and shape are not limited. For example, it is possible to use an electrode plate formed of graphite or the like that is driven to a depth that reaches the saturation layer 17 sufficiently.
【0011】これらの電極14、15間には、地下水流
5の上流側の電極14を陽極(+)とし、下流側の電極
15を陰極(−)として直流電流が加えられるようにな
っており、これによって土壌中の汚染物質を粘土質や有
機物から離脱させるとともに、電気泳動させて、地下水
流5下流方向への移動を促進することができるようにな
っている。これら電極14、15に加える電圧は、汚染
物質の離脱、移動を促進させることができ、しかもロス
を生じない範囲とされ、地中の導電性に応じて数V〜数
百Vの範囲で適宜設定してよい。また、電極14、15
の本数や設置位置は、地下汚染箇所1の規模や地下水流
5に応じて、地下汚染箇所1の周囲に効率よく電圧を加
えることができるように適宜設定してよい。A direct current can be applied between the electrodes 14 and 15 by using the electrode 14 on the upstream side of the groundwater flow 5 as an anode (+) and the electrode 15 on the downstream side as a cathode (-). As a result, contaminants in the soil can be separated from clay and organic matter, and can be electrophoresed to promote the movement in the downstream direction of the groundwater flow 5. The voltage applied to these electrodes 14 and 15 is in a range that can promote the detachment and movement of pollutants and does not cause loss, and is appropriately in the range of several V to several hundred V depending on the conductivity of the ground. You can set it. In addition, the electrodes 14 and 15
The number and the installation position of the above may be appropriately set according to the scale of the underground pollution point 1 and the groundwater flow 5 so that a voltage can be efficiently applied to the surroundings of the underground pollution point 1.
【0012】また、地上には基質添加手段6が設けら
れ、これによって上記揚水に土壌中の汚染物質分解菌の
生育基質となるメタンやフェノール、栄養源、あるいは
酸素を必要に応じて添加することができるようになって
いる。この栄養源としては、アンモニア塩やリン酸塩な
どの無機塩類などが用いられ、必要に応じて汚染物質分
解菌が添加される。また、酸素を添加する方法として
は、揚水を空気または純酸素でバブリングして溶存酸素
濃度を高める方法や、過酸化水素を注入する方法などが
適用される。Further, a substrate adding means 6 is provided on the ground so that methane, phenol, a nutrient source, or oxygen, which is a growth substrate for pollutant-degrading bacteria in soil, can be added to the pumped water as needed. You can do it. As the nutrient source, inorganic salts such as ammonia salt and phosphate are used, and contaminant decomposing bacteria are added as necessary. As a method of adding oxygen, a method of bubbling pumped water with air or pure oxygen to increase the dissolved oxygen concentration, a method of injecting hydrogen peroxide, and the like are applied.
【0013】本発明では、土壌中に存在する各種の汚染
物質分解菌を、その生育を促進して、汚染物質の分解の
ために利用できるほか、処理するべき汚染物質を分解す
る細菌等を、地下に積極的に送って生育させ、汚染物質
の分解に利用することができる。このように使用される
微生物は、処理すべき汚染物質の種類によって異なる
が、汚染物質がテトラクロロエチレンなどの有機塩素化
合物である場合には、土壌中あるいは嫌気性汚泥から分
離される嫌気性菌、例えばFathepureら(Fathepure,B.
Z., Nengu,J.P. and Boyd,S.A.: Appl. Environ. Micro
biol.,53,2671-2674(1987); Fathepure,B.Z., and Boy
d,S.A.: Appl. Environ. Microbiol.,54,2976-2980(198
8))により報告された嫌気性菌(Methanosarcina sp., Me
thanosarcina metai, Methanosarcina acetivorans, Me
thanothrix sp., Dechlorinating bacterium DCB-1, Me
thanosarcina sp.DCM)、Belayら(Belay,N. and Daniel
s,L.:Appl.Environ. Microbiol., 53, 1604-1609(198
7))により報告されたメタン生成細菌(Methanococcus th
ermolithotrophicus, M. thermodeltae, Methanobacter
ium thermoautrophicum)、Egliら(Egli,C.E., Tschan,
T., Scholtz,R.S., Cook,A.M.and Leisinger,T.:Appl.
Environ. Microbiol., 54, 2819-2824 (1988))により報
告された硫酸還元細菌など(Desulfobacterium autotrop
hicum、Acetobcteriumwoodii, Clostridium thermoacet
icum)、Galliら(Galli,R. and McCaryt,P.L:Appl. Env
iron. Microbiol., 55, 837-844 (1989))により報告さ
れた嫌気性細菌(Clostridium sp.TCA2B株)、矢口ら(矢
口久美子、渡部学、平田一郎、伊東武、浜田昭:水質汚
濁研究, 14,479-486(1991))により報告されたグラム陰
性テトラクロロエチレン分解細菌T株などの細菌を用い
ることができる。In the present invention, various pollutant-degrading bacteria existing in soil can be used for promoting the growth of the pollutant to decompose the pollutant, and bacteria that decompose the pollutant to be treated. It can be actively sent underground to grow and be used for decomposition of pollutants. Microorganisms used in this manner differ depending on the type of pollutant to be treated, but when the pollutant is an organochlorine compound such as tetrachloroethylene, anaerobic bacteria isolated in soil or from anaerobic sludge, for example, Fathepure et al. (Fathepure, B.
Z., Nengu, JP and Boyd, SA: Appl. Environ. Micro
biol., 53,2671-2674 (1987); Fathepure, BZ, and Boy
d, SA: Appl. Environ. Microbiol., 54,2976-2980 (198
8)) reported anaerobes (Methanosarcina sp., Me
thanosarcina metai, Methanosarcina acetivorans, Me
thanothrix sp., Dechlorinating bacterium DCB-1, Me
thanosarcina sp.DCM), Belay et al. (Belay, N. and Daniel
s, L.: Appl.Environ. Microbiol., 53, 1604-1609 (198
7)) reported a methanogenic bacterium (Methanococcus th
ermolithotrophicus, M. thermodeltae, Methanobacter
ium thermoautrophicum), Egli et al. (Egli, CE, Tschan,
T., Scholtz, RS, Cook, AMand Leisinger, T.: Appl.
Environ. Microbiol., 54, 2819-2824 (1988)).
hicum, Acetobcteriumwoodii, Clostridium thermoacet
icum), Galli et al. (Galli, R. and McCaryt, PL: Appl. Env
Iron. Microbiol., 55, 837-844 (1989)), an anaerobic bacterium (Clostridium sp.TCA2B strain), Yaguchi et al. (Kumiko Yaguchi, Manabu Watanabe, Ichiro Hirata, Itobu, Akira Hamada: Water Pollution Research. , 14, 479-486 (1991)), such as Gram-negative tetrachloroethylene-degrading bacterium T strain can be used.
【0014】また、上記汚染物質を好気的に分解する微
生物としては、土壌や好気的汚泥中などから分離される
好気性菌、例えば、Foxら(Fox,B.G. et al.:Biochemist
ry,26, 6419-6427(1990))によって報告された各種微生
物(Pseudomonas mendocina,P. putida F1, Nitrosomona
s europaea, Mycobacterium sp. など)を用いることが
できる。The microorganisms that aerobically decompose the pollutants include aerobic bacteria isolated from soil or aerobic sludge, such as Fox et al. (Fox, BG et al .: Biochemist).
ry, 26, 6419-6427 (1990)) and various microorganisms (Pseudomonas mendocina, P. putida F1, Nitrosomona
s europaea, Mycobacterium sp., etc.) can be used.
【0015】散水管16は、前記揚水した地下水の一部
または全部を不飽和層18に注入するためのもので、そ
の長さ方向に亙って複数の散水孔が穿設された管状物な
どとされ、その材質としてはプラスチックや金属などが
用いられる。この散水管16は、不飽和層18の井戸1
1と井戸12の間、好ましくは地表面近くの地中または
地表面上に、水平に設けられる。また、散水管16の本
数や設置位置などは、不飽和層18中の汚染物質の濃度
や汚染範囲などに応じて適宜設定してよい。また、上記
揚水の一部は放流水路21を通して放流可能とされてい
る。The water sprinkling pipe 16 is for injecting a part or all of the pumped ground water into the unsaturated layer 18, and is a tubular material or the like having a plurality of water sprinkling holes formed along its length. As the material, plastic or metal is used. This sprinkler pipe 16 is used for the well 1 of the unsaturated layer 18.
It is provided horizontally between 1 and the well 12, preferably in or near the surface of the earth. Further, the number of sprinkler tubes 16 and the installation positions thereof may be appropriately set according to the concentration of pollutants in the unsaturated layer 18, the contamination range, and the like. A part of the pumped water can be discharged through the discharge water channel 21.
【0016】上記井戸11、12、電極14、15およ
び散水管16を用いた汚染地下水、土壌の修復方法を、
以下にその手順を追って説明する。電極14、15間
に、数V〜数百Vの電圧を加えた状態で、汚染物質を含
む地下水をポンプ(図示略)によって揚水井戸11から
揚水する。上記のように電圧を加えることにより飽和層
17および不飽和層18中の粘土質や有機物に吸着され
た汚染物質が地下水中に離脱し、この汚染物質を含む地
下水が揚水井戸11から揚水される。A method for repairing contaminated groundwater and soil using the wells 11, 12, the electrodes 14, 15 and the sprinkler pipe 16,
The procedure will be described below. Under the condition that a voltage of several V to several hundred V is applied between the electrodes 14 and 15, groundwater containing pollutants is pumped from the pumping well 11 by a pump (not shown). By applying the voltage as described above, the pollutants adsorbed to the clay and organic matter in the saturated layer 17 and the unsaturated layer 18 are released into the groundwater, and the groundwater containing the pollutants is pumped from the pumping well 11. .
【0017】次いで、この揚水に、基質添加手段6で土
壌微生物の生育基質となるメタンやフェノール、栄養
源、酸素等を供給する。ここで、処理するべき汚染物質
の種類や土壌中の環境条件などに応じて、土壌中の嫌気
性菌を利用する場合には、酸素の供給をせず、上記栄養
源のみを供給し、好気性菌を利用する場合には酸素の供
給をも行うというように選択的に条件設定を行うことが
望ましい。Next, to the pumped water, methane, phenol, a nutrient source, oxygen, etc., which are growth substrates for soil microorganisms, are supplied by the substrate addition means 6. Here, when utilizing anaerobic bacteria in the soil depending on the type of pollutants to be treated and environmental conditions in the soil, oxygen is not supplied, and only the above nutrient sources are supplied. It is desirable to selectively set conditions such that oxygen is also supplied when using aerobic bacteria.
【0018】続いて、この基質を添加した揚水の一部を
注入井戸12に導入する。導入された揚水は、注入井戸
12中から土壌中に移動し、再び地下水流5下流方向へ
移動する。また同他部は、散水管16に導入され、この
散水管16の開口を通して不飽和層18に供給される。
不飽和層18に供給された揚水は、この層にメタンやフ
ェノールなどの基質、酸素、栄養源等を供給しつつ、下
方に向かって不飽和層18中を流れ、やがて飽和層17
に達して地下水流5によりその下流方向に流れる。上記
のように地下水流5下流方向に流れた地下水の一部は、
再び注入井戸12において揚水される。この過程を繰り
返して地下水の循環が行われる。この循環過程で、土壌
中の微生物の働きにより汚染物質は分解され、無害化さ
れる。Subsequently, a part of the pumped water added with this substrate is introduced into the injection well 12. The introduced pumping water moves from the injection well 12 into the soil, and again moves in the downstream direction of the groundwater flow 5. The other part is introduced into the water sprinkling pipe 16, and is supplied to the unsaturated layer 18 through the opening of the water sprinkling pipe 16.
The pumped water supplied to the unsaturated layer 18 flows downward in the unsaturated layer 18 while supplying substrates such as methane and phenol, oxygen, and nutrient sources to this layer, and eventually the saturated layer 17
And reaches the downstream side by the groundwater flow 5. As described above, a part of the groundwater flowing downstream of the groundwater flow 5 is
The water is pumped again in the injection well 12. This process is repeated to circulate groundwater. During this circulation process, pollutants are decomposed and rendered harmless by the action of microorganisms in the soil.
【0019】上記例では、電極14、15で地下汚染箇
所1に電流を流すとともに、井戸11、12を通して、
地下水を基質、酸素、栄養源等を添加して循環させるの
で、土壌中の粘土質や有機物に吸着されている有機塩素
化合物や油分などの汚染物質を地下水中に離脱させると
ともに、土壌中の汚染物質分解微生物を活性化し、汚染
物質の分解を促進することができる。また、揚水井戸1
1からの揚水の一部を、散水管16を通して不飽和層1
8に供給するので、不飽和層18にも水流が生じ、基
質、酸素、栄養源等が供給される。これによって汚染物
質分解菌を活性化し、不飽和層18中の汚染物質の分解
を促進することができる。また、管状の散水管16を用
いたので、簡単な工事で設置でき、目的とする土壌の広
い範囲に上記揚水を供給することが可能となる。In the above example, the electrodes 14 and 15 are used to pass a current through the underground contamination site 1, and the wells 11 and 12
Since groundwater is circulated by adding substrates, oxygen, nutrient sources, etc., contaminants such as organochlorine compounds and oil adsorbed to clay and organic matter in the soil are released into the groundwater and pollution in the soil It can activate substance-degrading microorganisms and accelerate the decomposition of pollutants. In addition, pumping well 1
Part of the pumped water from No. 1 is passed through the sprinkler pipe 16 to the unsaturated layer
Since it is supplied to 8, the water flow is also generated in the unsaturated layer 18, and substrates, oxygen, nutrient sources, etc. are supplied. As a result, the contaminant-decomposing bacteria can be activated and the decomposition of the contaminants in the unsaturated layer 18 can be promoted. Further, since the tubular sprinkler pipe 16 is used, it can be installed by a simple construction, and the pumped water can be supplied to a wide range of the target soil.
【0020】また、上記例では、不飽和層18へ揚水を
供給する手段として管状の散水管16を用いたが、これ
に限らず、図2に示すように、不飽和層18に埋設した
1つまたは複数の散水部20を通して前記揚水の一部ま
たは全部を不飽和層18に供給するようにしてもよい。In the above example, the tubular water sprinkling pipe 16 is used as a means for supplying the pumped water to the unsaturated layer 18, but the present invention is not limited to this, and as shown in FIG. A part or all of the pumped water may be supplied to the unsaturated layer 18 through one or a plurality of sprinklers 20.
【0021】[0021]
【発明の効果】本発明の汚染地下水、土壌の修復方法で
は、電極で地下汚染箇所に電流を流すとともに、井戸を
通して、地下水を基質、酸素、栄養源等を添加して循環
させるので、土壌中の粘土質や有機物に吸着されている
有機塩素化合物や油分などの汚染物質を地下水中に離脱
させるとともに、土壌中の汚染物質分解微生物を活性化
し、この微生物による汚染物質の分解を促進する。この
ため、汚染物質の迅速な処理が可能となる。また、揚水
井戸からの揚水の一部を、散水管を通して不飽和層に供
給することによって、従来は困難であった地下水流のな
い不飽和層中の汚染物質の分解を促進することができ
る。In the method for repairing contaminated groundwater and soil according to the present invention, an electric current is passed through the electrode to the underground contaminated site, and the groundwater is circulated through the well by adding the substrate, oxygen, nutrients, etc. It releases pollutants such as organochlorine compounds and oils adsorbed on clay and organic matter into groundwater, activates pollutant-degrading microorganisms in soil, and promotes the decomposition of pollutants by these microorganisms. Therefore, it is possible to quickly treat the pollutants. Further, by supplying a part of the pumped water from the pumping well to the unsaturated layer through the sprinkler pipe, it is possible to accelerate the decomposition of pollutants in the unsaturated layer without the groundwater flow, which has been difficult in the past.
【図1】本発明の汚染地下水、土壌の修復方法の一例を
説明する断面図である。FIG. 1 is a cross-sectional view illustrating an example of a method for repairing contaminated groundwater and soil according to the present invention.
【図2】本発明の汚染地下水、土壌の修復方法の他の例
を説明する要部断面図である。FIG. 2 is a cross-sectional view of essential parts for explaining another example of the method for repairing contaminated groundwater and soil according to the present invention.
【図3】従来の汚染地下水、土壌の修復方法の例を説明
する断面図である。FIG. 3 is a cross-sectional view illustrating an example of a conventional method for repairing contaminated groundwater and soil.
1・・・地下汚染箇所、11・・・揚水井戸、12・・・注入井
戸、14・・・陽極、15・・・陰極、16・・・散水管、17・
・・飽和層、18・・・不飽和層、DESCRIPTION OF SYMBOLS 1 ... Underground pollution place, 11 ... Pumping well, 12 ... Injection well, 14 ... Anode, 15 ... Cathode, 16 ... Sprinkler pipe, 17 ...
..Saturated layer, 18 ... Unsaturated layer,
Claims (2)
傍の地下水が流れる飽和層に複数の井戸を掘削するとと
もに、該地下汚染箇所の近傍に2つ以上の電極を離間し
て埋設し、各電極間に電圧を加えつつ、前記地下汚染箇
所の地下水流下流側の前記井戸から汚染物質を含む地下
水を揚水し、該揚水に、土壌中の汚染物質分解微生物の
生育基質と、前記微生物の栄養源と、酸素のうち少なく
とも一種を添加し、該揚水の一部を、前記地下汚染箇所
の地下水流上流側に位置する前記井戸から前記飽和層に
注入するとともに、他部を、前記飽和層の上層である不
飽和層に注入することを特徴とする汚染地下水、土壌の
修復方法。1. A plurality of wells are excavated in a saturated layer in which groundwater flows near a polluted underground polluted site, and two or more electrodes are buried in the vicinity of the underground polluted site in a spaced manner. While applying a voltage between the electrodes, groundwater containing pollutants is pumped from the well on the groundwater flow downstream side of the underground polluted site, and to the pumping, a growth substrate for pollutant-degrading microorganisms in soil, and of the microorganisms. A nutrient source and at least one of oxygen are added, and a part of the pumped water is injected into the saturated layer from the well located on the upstream side of the groundwater flow of the underground pollution point, and the other part is added to the saturated layer. A method for repairing contaminated groundwater and soil, characterized by injecting into the unsaturated layer, which is the upper layer.
水管を通して前記揚水の他部を前記不飽和層に注入する
ことを特徴とする請求項1記載の汚染地下水、土壌の修
復方法。2. The contaminated groundwater and soil restoration according to claim 1, wherein a sprinkler pipe is buried in the unsaturated layer, and the other part of the pumping water is injected into the unsaturated layer through the sprinkler pipe. Method.
Priority Applications (1)
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JP04336696A JP3374230B2 (en) | 1996-02-29 | 1996-02-29 | How to restore contaminated groundwater and soil |
Applications Claiming Priority (1)
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JP04336696A JP3374230B2 (en) | 1996-02-29 | 1996-02-29 | How to restore contaminated groundwater and soil |
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JP3374230B2 JP3374230B2 (en) | 2003-02-04 |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005279393A (en) * | 2004-03-29 | 2005-10-13 | Matsushita Electric Ind Co Ltd | Method for cleaning polluted soil and ground water |
JP2006198548A (en) * | 2005-01-21 | 2006-08-03 | Hitachi Plant Technologies Ltd | Method and apparatus for purifying oil in soil and underground water |
JP2008200598A (en) * | 2007-02-20 | 2008-09-04 | Shimizu Corp | In situ purification method of contaminated soil and groundwater |
CN103736722A (en) * | 2014-01-13 | 2014-04-23 | 韩清洁 | In-situ polluted soil leaching system and method |
CN109759437A (en) * | 2019-01-21 | 2019-05-17 | 胡鹏程 | A kind of chemical pollution soil remediation construction method and constructing device |
-
1996
- 1996-02-29 JP JP04336696A patent/JP3374230B2/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005279393A (en) * | 2004-03-29 | 2005-10-13 | Matsushita Electric Ind Co Ltd | Method for cleaning polluted soil and ground water |
JP4547962B2 (en) * | 2004-03-29 | 2010-09-22 | パナソニック株式会社 | Method for purifying contaminated soil and groundwater |
JP2006198548A (en) * | 2005-01-21 | 2006-08-03 | Hitachi Plant Technologies Ltd | Method and apparatus for purifying oil in soil and underground water |
JP2008200598A (en) * | 2007-02-20 | 2008-09-04 | Shimizu Corp | In situ purification method of contaminated soil and groundwater |
JP4702671B2 (en) * | 2007-02-20 | 2011-06-15 | 清水建設株式会社 | In-situ purification method for contaminated soil and contaminated groundwater |
CN103736722A (en) * | 2014-01-13 | 2014-04-23 | 韩清洁 | In-situ polluted soil leaching system and method |
CN109759437A (en) * | 2019-01-21 | 2019-05-17 | 胡鹏程 | A kind of chemical pollution soil remediation construction method and constructing device |
Also Published As
Publication number | Publication date |
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JP3374230B2 (en) | 2003-02-04 |
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