JPH10290978A - Soil pollution purifying method and device therefor - Google Patents

Soil pollution purifying method and device therefor

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Publication number
JPH10290978A
JPH10290978A JP9116397A JP11639797A JPH10290978A JP H10290978 A JPH10290978 A JP H10290978A JP 9116397 A JP9116397 A JP 9116397A JP 11639797 A JP11639797 A JP 11639797A JP H10290978 A JPH10290978 A JP H10290978A
Authority
JP
Japan
Prior art keywords
suction well
suction
soil
water
compressed air
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
JP9116397A
Other languages
Japanese (ja)
Inventor
Yoichiro Ono
陽一郎 小野
Akio Tanaka
明雄 田中
Hajime Inoue
肇 井上
Masahiro Shimazu
昌浩 島津
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.)
Hitachi Plant Technologies Ltd
Original Assignee
Hitachi Plant Technologies 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 Hitachi Plant Technologies Ltd filed Critical Hitachi Plant Technologies Ltd
Priority to JP9116397A priority Critical patent/JPH10290978A/en
Publication of JPH10290978A publication Critical patent/JPH10290978A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a soil pollution purifying method capable of sucking and removing pollutants with one piece of suction well and lifting and removing the water accumulated in the suction well with a vacuum pump of a small pump head and a device therefor. SOLUTION: When the water accumulates in a suction well 12 and the ground water level in the suction well 12 attains the upper limit value, a solenoid valve 28 opens and compressed air is supplied from a pressure supplying source 30 to the space between an inside cylindrical pipe 16 and an outside cylindrical pipe 18. The spacing between the inside cylindrical pipe 16 and the outside cylindrical pipe 18 is pressurized by the compressed air to attain the pressure higher than the atm. pressure and the water in the inside cylindrical pipe 16 is lifted by a vacuum pump while the water level therein is kept risen. When the lifting is continued, the ground water level in the suction well 12 falls gradually. When the level of the ground water in the suction well 12 falls down to the lower limit value, the solenoid valve 28 closes and the pressurization by the compressed air from the pressure supplying source 30 is stopped. The polluting gases in the soil are again removed by the suction force of the vacuum pump and the vacuum extraction is restarted.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、土壌汚染浄化方法
及び装置に係り、特に工場廃棄物によって汚染された土
壌から、汚染物質であるトリクロロエチレン、テトラク
ロロエチレン、1、1、1─トリクロロエタン等の有害
な揮発性有機塩素系化合物を真空抽出法で吸引除去する
土壌汚染浄化方法及び装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for remediating soil pollution, and more particularly to a method for removing harmful substances such as trichloroethylene, tetrachloroethylene, 1,1, 1-trichloroethane from soil contaminated by industrial waste. The present invention relates to a method and an apparatus for purifying soil pollution by removing a volatile organic chlorine compound by suction by a vacuum extraction method.

【0002】[0002]

【従来の技術】揮発性有機塩素系化合物の汚染物は、土
壌中及び地下水中に気相あるいは液相として存在してい
る。そこで、土壌中に存在する揮発性の汚染物を除去す
るために真空抽出法が利用されている。真空抽出法と
は、地表面から土壌中の汚染領域まで吸引井戸を掘削
し、真空ポンプで土壌中の空気、汚染物蒸気、水蒸気、
汚染地下水等を気液混合流の状態で前記吸引井戸を介し
て吸引除去するものである。
2. Description of the Related Art Contaminants of volatile organochlorine compounds exist in the soil and groundwater as a gas phase or a liquid phase. Therefore, a vacuum extraction method is used to remove volatile contaminants present in soil. The vacuum extraction method involves drilling a suction well from the ground surface to a contaminated area in the soil, and using a vacuum pump to remove air, contaminant vapor, water vapor,
The contaminated groundwater and the like are suctioned and removed in the state of a gas-liquid mixed flow through the suction well.

【0003】真空抽出法の作業効率は、土壌中の揮発性
を有する汚染物質を吸引して行う性質上、吸引井戸周囲
の土壌の性質に左右される。土壌の性質の中でも通気性
は、作業効率を決定する大きな要因となっている。即
ち、真空ポンプで汚染物を吸引除去していると、土壌中
の水分や地下水が吸引されて、吸引井戸内や吸引井戸周
辺に水が溜まってくる。これにより、通気性が悪くなり
汚染物が吸引されにくくなるので、作業効率が低下す
る。そのため、吸引井戸内や周辺に水が溜まって通気性
が悪くなった場合には、真空ポンプで溜まった水を揚水
除去する必要がある。
[0003] The operation efficiency of the vacuum extraction method depends on the nature of the soil around the suction well due to the nature of sucking volatile contaminants in the soil. Among the properties of soil, air permeability is a major factor that determines work efficiency. That is, when contaminants are suctioned and removed by the vacuum pump, moisture and groundwater in the soil are sucked, and water accumulates in and around the suction well. As a result, the air permeability deteriorates and contaminants are hardly sucked, so that the working efficiency is reduced. Therefore, if water accumulates in or around the suction well and the air permeability deteriorates, it is necessary to remove the accumulated water by a vacuum pump.

【0004】しかし、揮発性の汚泥物の気液混合相を吸
引する真空ポンプは、最高でも通常約10m程度の揚程
のものを使用するため、吸引井戸内に溜まった水の深さ
が真空ポンプの揚程以上の場合には、真空ポンプだけで
揚水を行うことは不可能である。この為従来は、大型の
真空ポンプを設置して、吸引井戸内に水が溜まると、真
空ポンプの負荷を上げて揚水し、水が吸引除去され通気
性が良好となった後は、真空ポンプの負荷を抑えるとい
ったように、土壌内の状態に応じて真空ポンプの真空度
や排気量を変更して作業効率を高めていた。
However, since a vacuum pump for sucking a gas-liquid mixed phase of volatile sludge is used at most with a lift of about 10 m at most, the depth of water accumulated in the suction well is limited by the vacuum pump. In the case where the head is not less than the head, it is impossible to pump water only by the vacuum pump. For this reason, conventionally, a large vacuum pump is installed, and when water accumulates in the suction well, the load on the vacuum pump is increased to pump water, and after the water is removed by suction and the air permeability is improved, the vacuum pump is In order to increase the work efficiency, the degree of vacuum and the displacement of the vacuum pump were changed according to the conditions in the soil, such as reducing the load on the soil.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、大型の
真空ポンプを設置することから、設備が大がかりとな
り、作業効率の上でも好ましくないという欠点がある。
本発明は、このような事情に鑑みてなされたもので、1
本の吸引井戸で汚染物を吸引除去でき、しかも吸引井戸
に溜まった水を揚程の小さな真空ポンプで揚水除去でき
る土壌汚染浄化方法及び装置を提供することを目的とす
る。
However, since a large-sized vacuum pump is installed, there is a drawback that the equipment becomes large-sized, which is not preferable in terms of work efficiency.
The present invention has been made in view of the above circumstances, and
It is an object of the present invention to provide a soil contamination purification method and apparatus capable of sucking and removing contaminants in a suction well and pumping and removing water accumulated in the suction well with a vacuum pump having a small head.

【0006】[0006]

【課題を解決するための手段】本発明は、前記目的を達
成するために、揮発性を有する汚染物で汚染された土壌
に吸引井戸を掘削し、前記汚染物を前記吸引井戸を介し
て吸引除去する土壌汚染浄化方法において、前記吸引井
戸を二重管構造に形成し、前記二重管のうち一方の管か
ら吸引して前記汚染物を除去すると共に、前記吸引井戸
内に土壌中の水が溜まった場合には、他方の管に圧縮エ
アを送気し、前記吸引井戸内部に溜まった水を揚水除去
することを特徴とする。
According to the present invention, in order to achieve the above object, a suction well is drilled in soil contaminated with volatile contaminants, and the contaminants are sucked through the suction well. In the method for removing soil pollution, the suction well is formed in a double pipe structure, the contaminants are removed by suction from one of the double pipes, and water in soil is stored in the suction well. When water accumulates, compressed air is supplied to the other pipe to pump up and remove water accumulated in the suction well.

【0007】また、本発明は、前記目的を達成するため
に、揮発性を有する汚染物で汚染された土壌に吸引井戸
を掘削し、真空ポンプによって前記汚染物を前記吸引井
戸を介して吸引除去する土壌汚染浄化装置において、前
記吸引井戸を二重管構造に形成し、前記二重管のうち一
方の管に圧縮エアを送気する圧縮エア供給装置を設けた
ことを特徴とする。
According to the present invention, in order to achieve the above object, a suction well is drilled in soil contaminated with volatile contaminants, and the contaminants are suctioned and removed through the suction well by a vacuum pump. The above-mentioned suction well is formed in a double pipe structure, and a compressed air supply device for supplying compressed air to one of the double pipes is provided.

【0008】本発明によれば、吸引井戸内に土壌中の水
が溜まった場合には、二重管のうち一方の管から真空ポ
ンプで吸引し、他方の管に圧縮エアを送気し、溜まった
水を揚水除去するようにしたので、揚程の小さな真空ポ
ンプで揚程以上の深さの水を吸引除去できる。
According to the present invention, when water in the soil accumulates in the suction well, the water is sucked from one of the double pipes by a vacuum pump, and compressed air is supplied to the other pipe. Since the accumulated water is removed by pumping, a water pump having a depth higher than the head can be suctioned and removed by a vacuum pump having a small head.

【0009】[0009]

【発明の実施の形態】以下添付図面に従って、本発明に
係る土壌汚染浄化方法及び装置の好ましい実施の形態に
ついて詳説する。図1は、本発明の土壌汚染浄化装置の
全体構成を示す断面図である。土壌汚染浄化装置10
は、汚染領域である土壌中に吸引井戸12が掘削され
る。吸引井戸12は順に気液分離槽13、真空ポンプ1
5へと接続されている。これにより、前記真空ポンプ1
5は、吸引作用を発生させ、土壌中の汚染物を吸引す
る。真空ポンプ15の後段には処理槽17が設けられ、
吸引された汚染物を、活性炭等に吸着したり、熱分解等
の方法で分解したりすることによって浄化する。処理槽
17を通過して浄化された気体は、排気管19を介して
大気中へと排出される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the method and apparatus for purifying soil pollution according to the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 is a cross-sectional view showing the overall configuration of the soil pollution purification device of the present invention. Soil pollution purification device 10
In the case, the suction well 12 is excavated in the soil which is the contaminated area. The suction well 12 includes a gas-liquid separation tank 13 and a vacuum pump 1 in this order.
5 is connected. Thereby, the vacuum pump 1
5 generates a suction effect and sucks contaminants in the soil. A processing tank 17 is provided downstream of the vacuum pump 15,
The suctioned contaminants are purified by being adsorbed on activated carbon or the like or decomposed by a method such as thermal decomposition. The gas purified after passing through the processing tank 17 is discharged to the atmosphere via an exhaust pipe 19.

【0010】図2は、吸引井戸を説明する断面図であ
る。図2に示すように、吸引井戸12は、内筒管16と
外筒管18との二重管構造に形成されると共に地表面に
位置する吸引井戸12の上端には蓋14が設けられる。
吸引井戸12の深さは通常10m以上であり、内筒管1
6の直径が15A、外筒管18の直径が50Aのものが
一般的に用いられる。吸引のために使用される真空ポン
プ15の揚程は通常10mであり、その吸引量は600
l/h程度のものが一般的に用いられる。外筒管18の
下端部には、ストレーナ20が設けられ、この部分から
土壌中の汚染物を前記吸引井戸12内に取り入れると共
に、土壌等の固体の進入を防止する。内筒管16は、下
端が開口され、外筒管18の底部に接触しない長さに形
成されている。
FIG. 2 is a sectional view for explaining a suction well. As shown in FIG. 2, the suction well 12 is formed in a double pipe structure of an inner tube 16 and an outer tube 18, and a lid 14 is provided at an upper end of the suction well 12 located on the ground surface.
The depth of the suction well 12 is usually 10 m or more, and the inner tube 1
6 having a diameter of 15A and an outer tube 18 having a diameter of 50A are generally used. The head of the vacuum pump 15 used for suction is usually 10 m, and the suction amount is 600 m.
Those of about l / h are generally used. A strainer 20 is provided at the lower end of the outer tube 18 to take in contaminants in the soil into the suction well 12 from this portion and prevent solids such as soil from entering. The inner tube 16 has an opening at the lower end and is formed to have a length that does not contact the bottom of the outer tube 18.

【0011】内筒管16の上端は、蓋14を貫通して地
上に延設され、真空ポンプ15(図1参照)へと接続さ
れている。吸引井戸12の内筒管16と外筒管18との
間には、蓋14を貫通してエア配管26の先端が挿入さ
れ、エア配管26の地上側には電磁バルブ28に連結さ
れている。電磁バルブ28は圧力供給源30に連結され
ており、電磁バルブ28が開くと、圧力供給源30から
圧縮エアがエア配管26を介して吸引井戸12の内筒管
16と外筒管18との間に供給される。前記電磁バルブ
28の開閉は、レベルスイッチ24からの信号によって
制御される。
The upper end of the inner tube 16 extends to the ground through the lid 14 and is connected to a vacuum pump 15 (see FIG. 1). A tip of an air pipe 26 is inserted through the lid 14 between the inner pipe 16 and the outer pipe 18 of the suction well 12, and the air pipe 26 is connected to an electromagnetic valve 28 on the ground side. . The electromagnetic valve 28 is connected to a pressure supply source 30, and when the electromagnetic valve 28 is opened, compressed air from the pressure supply source 30 connects the inner tube 16 and the outer tube 18 of the suction well 12 via the air pipe 26. Supplied in between. The opening and closing of the electromagnetic valve 28 is controlled by a signal from the level switch 24.

【0012】また、吸引井戸12の下端部で内筒管16
と外筒管18との間には、接針式水位計22が設けられ
ている。接針式水位計22は、吸引井戸12内に溜まっ
た地下水の水位を測定し、測定値が信号ケーブル25を
介してレベルスイッチ24に送られる。レベルスイッチ
24には、地下水の水位の下限値と上限値とが予め記憶
されており、該測定値を下限値や上限値と比較する。
The lower end of the suction well 12 has an inner cylindrical tube 16.
A needle-type water level gauge 22 is provided between the outer tube 18 and the outer tube 18. The needle-type water level gauge 22 measures the level of groundwater accumulated in the suction well 12, and the measured value is sent to the level switch 24 via the signal cable 25. The lower limit value and the upper limit value of the groundwater level are stored in the level switch 24 in advance, and the measured value is compared with the lower limit value and the upper limit value.

【0013】次に、上記の如く構成された土壌汚染浄化
装置の作用について説明する。この吸引除去により、土
壌中の地下水が吸引井戸12の周辺や内部に溜まってく
る。この溜まった水は、ストレーナ20の通気を阻害す
るため、汚染物の吸引除去の作業効率を低下させる。従
って、吸引井戸12内に水が溜まった場合には、次のよ
うにして除去する。吸引井戸12内の地下水の水位は、
接針式水位計22によって測定される。吸引井戸12内
の地下水位が上限値に達したら、電磁バルブ28が開
き、圧力供給源30から圧縮エアが内筒管16と外筒管
18との間の空間に供給される。これにより、内筒管1
6と外筒管18との間の空間は、圧縮エアで加圧され大
気圧以上の圧力になり、内筒管16内の水位が上昇しな
がら真空ポンプ15により揚水される。
Next, the operation of the soil pollution purifying apparatus configured as described above will be described. By this suction removal, groundwater in the soil accumulates around and inside the suction well 12. The accumulated water impedes the ventilation of the strainer 20 and lowers the efficiency of suction and removal of contaminants. Therefore, when water accumulates in the suction well 12, it is removed as follows. The level of groundwater in the suction well 12 is
It is measured by a needle type water level meter 22. When the groundwater level in the suction well 12 reaches the upper limit, the electromagnetic valve 28 is opened, and compressed air is supplied from the pressure supply source 30 to the space between the inner tube 16 and the outer tube 18. Thereby, the inner cylinder 1
The space between the outer tube 6 and the outer tube 18 is pressurized by compressed air to a pressure higher than the atmospheric pressure, and is pumped by the vacuum pump 15 while the water level in the inner tube 16 rises.

【0014】例えば、揚水を行う際の電磁バルブ28の
開閉制御としては、30秒間加圧し、次に電磁バルブ2
8を閉じてから10分間地下水の吸引を行うように間欠
的な加圧制御を行うとよい。従って、例えば吸引井戸1
2内に溜まった水の深さが真空ポンプ15の揚程以上で
あっても揚水することができる。
For example, as a control for opening and closing the electromagnetic valve 28 when pumping water, pressurization is performed for 30 seconds,
It is advisable to perform intermittent pressurization control so that groundwater is sucked for 10 minutes after closing 8. Therefore, for example, suction well 1
Water can be pumped even if the depth of the water accumulated in the tank 2 is not less than the head of the vacuum pump 15.

【0015】揚水を続けてゆくと、吸引井戸12内の地
下水位は徐々に下がる。吸引井戸12内の地下水の水位
が下限値まで下がったら、電磁バルブ28が閉じ、圧力
供給源30からの圧縮エアによる加圧が中止され、再
び、土壌中の汚染ガスが真空ポンプ15の吸引力によっ
て除去され、真空抽出が再開される。前述のように、電
磁バルブ28の開閉操作を地下水位の上限と下限とで繰
り返すことにより、揚水と真空抽出を交互に行い、土壌
中の地下水と汚染ガスを吸引除去することができる。
As the pumping is continued, the groundwater level in the suction well 12 gradually decreases. When the level of the groundwater in the suction well 12 drops to the lower limit, the electromagnetic valve 28 is closed, the pressurization by the compressed air from the pressure supply source 30 is stopped, and the pollutant gas in the soil is again sucked by the vacuum pump 15. And the vacuum extraction is resumed. As described above, by repeatedly opening and closing the electromagnetic valve 28 at the upper and lower limits of the groundwater level, pumping and vacuum extraction are alternately performed, and the groundwater and contaminated gas in the soil can be suctioned and removed.

【0016】また、吸引井戸12を二重管構造とし、内
筒管16と外筒管18との間に接針式水位計22を設け
たので、真空ポンプ15の運転中でも内筒管16内に発
生する水面の乱れの影響を受けることがない。このた
め、地下水の水位を正確に測定することができる。尚、
本実施の形態では、吸引井戸12の深さが真空ポンプ1
5の揚程の10m以上である場合について説明したが、
10m以内である場合には、土壌中の地下水は、汚染ガ
スと共に真空ポンプ15の吸引力によって内筒管16内
を気液混合流となって上昇し、地上に揚水される。
Further, since the suction well 12 has a double pipe structure and the needle-type water level gauge 22 is provided between the inner pipe 16 and the outer pipe 18, the inside of the inner pipe 16 is maintained even when the vacuum pump 15 is operating. It is not affected by the turbulence of the water surface that occurs. Therefore, the water level of the groundwater can be accurately measured. still,
In the present embodiment, the depth of the suction well 12 is
Although the case where the head is 5 m or more was explained,
When it is within 10 m, the groundwater in the soil rises as a gas-liquid mixed flow in the inner tube 16 by the suction force of the vacuum pump 15 together with the pollutant gas, and is pumped to the ground.

【0017】また、前述の実施の形態では、地下水位を
測定するのに接針式水位計22を使用したが、それに限
定せずフロート式水位計を使用してもよい。また、接針
式水位計22を内筒管16と外筒管18との間に設けた
が、内筒管16内に設けてもよい。
In the above-described embodiment, the needle-type water level gauge 22 is used to measure the groundwater level. However, the present invention is not limited to this, and a float type water level gauge may be used. Further, although the needle-type water level gauge 22 is provided between the inner pipe 16 and the outer pipe 18, it may be provided inside the inner pipe 16.

【0018】[0018]

【発明の効果】本発明によれば、吸引井戸内に溜まった
水を真空ポンプで揚水する場合、吸引井戸内に圧縮エア
を供給しながら行うので、真空ポンプの揚程以上の深さ
の水を揚水することができる。これにより、1本の吸引
井戸で揚水でき、しかも揮発性の汚染物を吸引除去でき
る程度の揚程の小さな真空ポンプで、揚程以上の深さの
水を揚水除去することができる。
According to the present invention, when water collected in a suction well is pumped by a vacuum pump, the pumping is performed while supplying compressed air to the suction well. Can be pumped. As a result, water with a depth higher than the head can be pumped and removed by a vacuum pump having a small head that can pump water with one suction well and can remove volatile contaminants by suction.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の土壌汚染浄化装置の全体構成を示す断
面図
FIG. 1 is a cross-sectional view showing the overall configuration of a soil contamination purification device of the present invention.

【図2】吸引井戸を説明する断面図FIG. 2 is a cross-sectional view illustrating a suction well.

【符号の説明】[Explanation of symbols]

10…土壌汚染浄化装置 12…吸引井戸 16…内筒管 18…外筒管 20…ストレーナ 22…接針式水位計 24…レベルスイッチ 28…電磁バルブ 30…圧力供給源 DESCRIPTION OF SYMBOLS 10 ... Soil pollution purification apparatus 12 ... Suction well 16 ... Inner cylinder pipe 18 ... Outer cylinder pipe 20 ... Strainer 22 ... Needle type water level gauge 24 ... Level switch 28 ... Electromagnetic valve 30 ... Pressure supply source

フロントページの続き (72)発明者 島津 昌浩 東京都千代田区内神田1丁目1番14号 日 立プラント建設株式会社内Continued on the front page (72) Inventor Masahiro Shimazu 1-1-1 Uchikanda, Chiyoda-ku, Tokyo Inside Hitachi Plant Construction Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】揮発性を有する汚染物で汚染された土壌に
吸引井戸を掘削し、前記汚染物を前記吸引井戸を介して
吸引除去する土壌汚染浄化方法において、 前記吸引井戸を二重管構造に形成し、前記二重管のうち
一方の管から吸引して前記汚染物を除去すると共に、前
記吸引井戸内に土壌中の水が溜まった場合には、他方の
管に圧縮エアを送気し、前記吸引井戸内部に溜まった水
を揚水除去することを特徴とする土壌汚染浄化方法。
1. A soil contamination purification method in which a suction well is excavated in soil contaminated with volatile contaminants, and the contaminants are removed by suction through the suction wells. The suction pipe removes the contaminants by suction from one of the double pipes, and sends compressed air to the other pipe when water in the soil accumulates in the suction well. And a method of purifying soil contamination, wherein water collected in the suction well is removed by pumping.
【請求項2】前記吸引井戸内に溜まった水の水位を測定
し、該測定値に応じて前記他方の管に圧縮エアを間欠的
に送気することを特徴とする請求項1記載の土壌汚染浄
化方法。
2. The soil according to claim 1, wherein the level of water accumulated in the suction well is measured, and compressed air is intermittently supplied to the other pipe according to the measured value. Pollution purification method.
【請求項3】揮発性を有する汚染物で汚染された土壌に
吸引井戸を掘削し、真空ポンプによって前記汚染物を前
記吸引井戸を介して吸引除去する土壌汚染浄化装置にお
いて、 前記吸引井戸を二重管構造に形成し、前記二重管のうち
一方の管に圧縮エアを送気する圧縮エア供給装置を設け
たことを特徴とする土壌汚染浄化装置。
3. A soil contamination purification apparatus for digging a suction well in soil contaminated with volatile contaminants and sucking and removing said contaminants through said suction well by a vacuum pump. A soil contamination purifying apparatus, which is formed in a double pipe structure, and provided with a compressed air supply device for supplying compressed air to one of the double pipes.
【請求項4】前記二重管のうち一方の管に、前記吸引井
戸内に溜まった水の水位を測定する水位計を設けたこと
を特徴とする請求項3記載の土壌汚染浄化装置。
4. The soil pollution purifying apparatus according to claim 3, wherein a water level meter for measuring a water level of water accumulated in the suction well is provided in one of the double pipes.
JP9116397A 1997-04-18 1997-04-18 Soil pollution purifying method and device therefor Pending JPH10290978A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9116397A JPH10290978A (en) 1997-04-18 1997-04-18 Soil pollution purifying method and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9116397A JPH10290978A (en) 1997-04-18 1997-04-18 Soil pollution purifying method and device therefor

Publications (1)

Publication Number Publication Date
JPH10290978A true JPH10290978A (en) 1998-11-04

Family

ID=14686039

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9116397A Pending JPH10290978A (en) 1997-04-18 1997-04-18 Soil pollution purifying method and device therefor

Country Status (1)

Country Link
JP (1) JPH10290978A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006272273A (en) * 2005-03-30 2006-10-12 Mitsui Kinzoku Shigen Kaihatsu Kk Soil purification system and soil purification method
JP2006326397A (en) * 2005-05-23 2006-12-07 Nishimatsu Constr Co Ltd System and method for purification of contaminated ground
JP2006341214A (en) * 2005-06-10 2006-12-21 Asahi Techno:Kk Vacuum type aw method
JP2010119961A (en) * 2008-11-20 2010-06-03 Konoike Constr Ltd Method for preventing heat generation and combustion in waste material reclaimed ground
KR20180074194A (en) * 2016-12-23 2018-07-03 주식회사 포스코 Soil Remediation Device
CN115110557A (en) * 2022-06-07 2022-09-27 上海长凯岩土工程有限公司 Pneumatic negative pressure water pumping method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006272273A (en) * 2005-03-30 2006-10-12 Mitsui Kinzoku Shigen Kaihatsu Kk Soil purification system and soil purification method
JP2006326397A (en) * 2005-05-23 2006-12-07 Nishimatsu Constr Co Ltd System and method for purification of contaminated ground
JP4657008B2 (en) * 2005-05-23 2011-03-23 西松建設株式会社 Contaminated ground purification system and purification method of contaminated ground
JP2006341214A (en) * 2005-06-10 2006-12-21 Asahi Techno:Kk Vacuum type aw method
JP2010119961A (en) * 2008-11-20 2010-06-03 Konoike Constr Ltd Method for preventing heat generation and combustion in waste material reclaimed ground
KR20180074194A (en) * 2016-12-23 2018-07-03 주식회사 포스코 Soil Remediation Device
CN115110557A (en) * 2022-06-07 2022-09-27 上海长凯岩土工程有限公司 Pneumatic negative pressure water pumping method
CN115110557B (en) * 2022-06-07 2023-11-03 上海长凯岩土工程有限公司 Pneumatic negative pressure pumping method

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