JPH0559716A - Method for disposing polluted soil, and its equipment - Google Patents

Method for disposing polluted soil, and its equipment

Info

Publication number
JPH0559716A
JPH0559716A JP3244356A JP24435691A JPH0559716A JP H0559716 A JPH0559716 A JP H0559716A JP 3244356 A JP3244356 A JP 3244356A JP 24435691 A JP24435691 A JP 24435691A JP H0559716 A JPH0559716 A JP H0559716A
Authority
JP
Japan
Prior art keywords
water
contaminated soil
tube
soil
cathode
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
JP3244356A
Other languages
Japanese (ja)
Other versions
JPH0787912B2 (en
Inventor
Teruhiko Yamazaki
山嵜照彦
Eisuke Shudo
首藤英介
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP3244356A priority Critical patent/JPH0787912B2/en
Publication of JPH0559716A publication Critical patent/JPH0559716A/en
Publication of JPH0787912B2 publication Critical patent/JPH0787912B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To purify and washing polluted soil at an original position as it is. CONSTITUTION:The periphery of polluted soil G is surrounded with a constructed impermeable wall 1, and in the polluted soil G, a plurality of metallic hollow pipes 2 to be served as positive electrodes and negative electrodes with a plurality of water- permeable holes 3 bored through are confronted with each other and are arranged as pipe lines A on positive electrode sides and pipe lines B on negative electrode sides. Then, on the polluted soil G, water is properly sprinkled and infiltrated into the soil, and DC voltage is applied to the pipe lines A, B. In the polluted soil G between the pipe lines A, B electroosmosis phenomenon during electrokinetic phenomenon is generated, and polluted substance in the polluted soil G is moved in the negative electrode side direction from the positive electrode side in a liquid phase state, and water is collected in the negative electrode side pipe lines B and is purified. After that, washing water is injected into the positive electrode side pipe lines A from a water tank 5 via a water conducting pipe 6, and the DC voltage is loaded on the pipe lines A, B, and in the polluted soil G, the electroosmosis phenomenon is generated, and the washing water is permitted to flow out of the positive electrode side pipe lines A to be diffused into the polluted soil and is collected in the negative electrode side pipe lines B and is washed with.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、公害を引き起こす物質
で汚染された土壌を、そのままの原位置の状態で汚染さ
れた土壌中の含水を排水し、然る後この汚染された土壌
の土粒子を洗浄して汚染土壌を処理する方法およびその
装置に関するものである。
BACKGROUND OF THE INVENTION The present invention is directed to draining water contaminated with pollution-causing substances from the contaminated soil in its original in-situ state, and then discharging the soil from the contaminated soil. The present invention relates to a method for cleaning particles and treating contaminated soil and an apparatus therefor.

【0002】[0002]

【従来の技術】各種産業の工場敷地内、または工場設備
から漏洩した公害汚染物質が、工場周辺に流失、または
地下に浸透して周辺地域の土壌を汚染した場合、あるい
は産業廃棄物から浸出した有害物質によって土壌が汚染
された場合、従来は前記汚染土壌を現位置で処理する方
法がなく、汚染地域の土壌を取り除き、新しい土に置き
換えるか、あるいは真空工法などで土中の汚染水を取る
方法が施工されていた。
2. Description of the Related Art Pollution pollutants leaked from the premises of various industries or from factory facilities are washed away around the factory or permeate underground to contaminate the soil in the surrounding area or leach from industrial waste. When the soil is contaminated by harmful substances, there is no conventional method to treat the contaminated soil at the current location, and the soil in the contaminated area is removed and replaced with new soil, or the contaminated water in the soil is removed by the vacuum method etc. The method was being constructed.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記の
ように従来は、汚染土壌を現位置で処理する方法がな
く、汚染地域の土壌を取り除き、新しい土に置き換える
か、あるいは真空工法などで土中の汚染水を取る方法が
用いられていたが、例えば細粒土で構成されている埋め
立て地の工業地帯等では、その構成されている地盤は、
極めて小さい土粒子の土壌から成っている地域であり、
従ってその土の透水係数は低く、前記真空工法の適用外
の地盤が多いという問題点があった。
However, as described above, conventionally, there is no method for treating the contaminated soil at the present position, and the soil in the contaminated area is removed and replaced with new soil, or by the vacuum method or the like. The method of removing contaminated water was used, but for example, in an industrial area such as a landfill composed of fine-grained soil,
An area of very small soil particles,
Therefore, the soil has a low hydraulic conductivity, and there is a problem that there are many soils to which the vacuum method is not applied.

【0004】また、前記置き換え工法では、大量の土砂
の搬出、搬入のために周辺住民に二次的に公害を与える
場合が多いという問題点があった。
Further, the replacement method has a problem in that a large amount of earth and sand is often carried out and brought in to cause secondary pollution to neighboring residents.

【0005】本発明は、前記従来の問題点を解決するこ
とを目的とする汚染土壌の処理方法およびその装置に関
するものである。
The present invention relates to a method for treating contaminated soil and an apparatus therefor for the purpose of solving the above conventional problems.

【0006】[0006]

【課題を解決するための手段】本発明は、汚染土壌区域
の周囲に、汚染された土壌の深度から浸透流が回り込ま
ない深さまで遮水壁を構築する第1工程と、陽極と陰極
の電極を兼ねた多数の通水孔を穿設した金属製の複数本
の中空管を、汚染土壌の深さより深く、且つ陽極用と陰
極用に対向して管列を形成すると共に、前記陽極と陰極
との極性の転換ができるように設置して、前記汚染土壌
区域内に適宜散水して土壌中に浸透させ、然る後前記各
電極に直流電流を通電して、各電極の夫々に対向した管
列に直流電圧を負荷し、両極間の汚染土壌中に電気浸透
現象を生ぜしめることにより、土壌中の汚染物質を液相
の状態で陽極方向から陰極方向へ流して、前記通水孔を
介して陰極管中に集水し、これを汲み上げて浄化処理す
る第2工程と、前記第2工程で汚染物質を汲み上げた後
の陽極側管中に洗浄用水を注入し、各電極に直流電流を
通電して、各電極の夫々に対向した管列に直流電圧を負
荷し、両極間の汚染土壌中に電気浸透現象を生ぜしめる
ことにより、陽極管中の洗浄用水は、該管の通水孔から
土壌中に浸透流通して、土粒子間の汚染された間隙水、
あるいは汚染物質を溶解または連行して汚染土壌を洗浄
して、陰極側管中に前記通水孔を介して流入せしめ、こ
れを汲み上げて水質検査を行い、規定の水質基準に達す
るまで洗浄を行って洗浄する第3工程とによって汚染土
壌を処理する方法、および外周面に多数の通水孔を穿設
した有底の中空管を複数本陽極用と陰極用の電極とし
て、汚染土壌中に対向して直列状に設置して陽極用管列
と陰極用管列を形成すると共に、該各管列の上方中間部
に水槽へ一端を連通された導水管を配設し、且つ該導水
管の両側面の前記各管列の各中空管に対面する位置に突
設されたコックに、前記各中空管の上方部から突出した
連通管を連結固定する一方、直流電源の陽極側に前記陽
極用管列の各中空管を接続し、且つ前記直流電源の陰極
側に前記陰極用管列の各中空管を接続すると共に、前記
各管列の陽極と陰極とは夫々極性の転換が自在なるよう
に設置した装置を採用することにより、上記問題点を解
決した。
According to the present invention, there is provided a first step of constructing an impermeable wall around a contaminated soil area from a depth of contaminated soil to a depth at which a permeation flow does not circulate, and an anode and a cathode electrode. A plurality of metal hollow tubes having a large number of water passage holes also serving as the deeper than the depth of the contaminated soil and forming a row of tubes facing each other for the anode and the cathode, and the anode. Installed so that the polarity of the cathode can be changed, water is appropriately sprinkled into the contaminated soil area to penetrate into the soil, and then a direct current is applied to each electrode to face each electrode. By applying a DC voltage to the row of pipes and causing an electroosmosis phenomenon in the contaminated soil between both electrodes, the pollutants in the soil are made to flow in the liquid phase from the anode direction to the cathode direction, and The second step of collecting water in the cathode tube through the pump and pumping it up for purification treatment. After injecting cleaning water into the anode side tube after pumping up the pollutants in the second step, applying DC current to each electrode, applying DC voltage to the tube row facing each electrode, and between both electrodes By causing the electroosmosis phenomenon in the contaminated soil of, the washing water in the anode tube permeates and flows into the soil through the water passage holes of the tube, and the contaminated pore water between the soil particles,
Alternatively, the pollutant can be dissolved or entrained to wash the contaminated soil and allowed to flow into the cathode side tube through the water passage hole, which is then pumped up for water quality inspection and washed until the prescribed water quality standard is reached. Method for treating contaminated soil by the third step of washing with water, and a plurality of bottomed hollow tubes having a large number of water holes formed on the outer peripheral surface are used as electrodes for the anode and the cathode in the contaminated soil. The anode and the cathode are arranged in series so as to face each other to form an anode tube row and a cathode tube row, and a water guide tube having one end communicating with a water tank is disposed in an upper middle portion of each tube row, and the water guide tube is provided. To the cocks projecting at the positions facing the respective hollow tubes of the respective tube rows on both side surfaces, while connecting and fixing the communicating tubes projecting from the upper portion of the respective hollow tubes to the anode side of the DC power source. The hollow tube of the anode tube row is connected, and the cathode tube row is connected to the cathode side of the DC power supply. With connecting each hollow tube, wherein the anode and cathode of each tube row by adopting the device the conversion of each polarity is installed such that free, it solved the above problems.

【0007】[0007]

【作用】上記構成より成る本発明によれば、汚染土壌区
域の周囲に遮水壁を構築することによって、汚染土壌中
の汚染された土中水が汚染区域外に浸透、流出するのを
防止した後、陽極側管列および陰極側管列に直流電流を
通電して、界面働電現象中の電気浸透現象を利用して、
汚染土壌区域中の汚染された土中水および洗浄用水を、
陽極側から陰極側の方向に土粒子間を浸透、流通させ
て、陰極側管中に集水し、そしてその集水された汚染水
を汲み上げ処理する。
According to the present invention having the above structure, by constructing the impermeable wall around the contaminated soil area, the contaminated underground water in the contaminated soil is prevented from permeating and flowing out of the contaminated area. After that, a direct current is applied to the anode side tube row and the cathode side tube row to utilize the electroosmosis phenomenon during the electrokinetic phenomenon,
Contaminated soil water and wash water in contaminated soil areas,
The soil particles permeate and flow in the direction from the anode side to the cathode side, collect water in the cathode side tube, and pump up the collected contaminated water.

【0008】[0008]

【実施例】本発明方法は、3つの工程より成り、先ず第
1工程は遮水壁構築工程であり、汚染土壌から雨水の浸
透などによって汚染物質が周囲に拡散して、その汚染区
域を拡大することを防ぐために、汚染区域の周囲に汚染
された土壌の深度から浸透流が回り込まない深さまで遮
水壁を造る工程である。
EXAMPLE The method of the present invention comprises three steps, and the first step is the step of constructing an impermeable wall, in which pollutants diffuse from the contaminated soil due to permeation of rainwater and the like, and the contaminated area is expanded. In order to prevent this from happening, it is the process of constructing the impermeable wall from the depth of the soil contaminated around the contaminated area to the depth at which the infiltration flow does not go around.

【0009】第2工程は汚染物質の浄化工程であり、汚
染土壌に陽極と陰極の電極を兼ねた多数の小孔またはス
リットあるいは小孔とスリットの組合せより成る通水孔
を穿設した金属製の中空管を前記汚染土壌の深さより深
く、且つ前記陽極と陰極とが対向するよう複数列に亘っ
て設置し、然る後各電極に直流電流を通電して、各電極
の夫々に対向した管列に直流電圧を負荷することによっ
て、両極間の汚染土壌中に界面働電現象中の電気浸透現
象が生じ、土壌中の土中水を汚染物質を含有したままの
液相の状態で陽極方向から陰極方向へ流し、前記通水孔
から陰極側管中に流入せしめ、これを汲み上げて地上で
浄化処理する工程である。
The second step is a step of purifying pollutants, which is made of metal having a large number of small holes or slits serving as both an anode and a cathode or a water passage hole composed of a combination of small holes and slits in the contaminated soil. The hollow tubes are installed in a plurality of rows deeper than the depth of the contaminated soil so that the anode and the cathode face each other, and then a direct current is applied to each electrode to face each electrode. When a DC voltage is applied to the row of tubes, electroosmosis during electrokinetic phenomenon occurs in the contaminated soil between the electrodes, and the soil water in the soil remains in the liquid phase with the pollutant still contained. This is a step of flowing from the direction of the anode to the direction of the cathode, causing it to flow into the tube on the cathode side from the water passage hole, pumping this, and purifying on the ground.

【0010】第3工程は洗浄工程であり、前記第2工程
で汚染物質を汲み上げた後の陽極側管中に洗浄用の清水
または汚染物質の溶媒を混合した水より成る洗浄用水を
注入し、再び各電極に直流電流を通電すると、前記管中
の液体は界面働電現象中の電気浸透現象によって陽極側
管の前記通水孔から土壌中に浸透流通して、土粒子間の
汚染された間隙水、あるいは汚染物質を溶解または連行
して汚染土壌を洗浄して陰極側管中に前記通水孔を介し
て流入せしめ、これを汲み上げて水質検査を行い、規定
の水質基準に達するまで洗浄を行い、その後排水処理を
するという工程である。
The third step is a washing step, in which cleansing water composed of fresh water for washing or water mixed with a solvent of the pollutant is injected into the anode side tube after pumping up the pollutant in the second step, When a direct current was applied to each electrode again, the liquid in the tube permeated and flowed into the soil from the water passage hole of the anode side tube due to the electroosmosis phenomenon in the electrokinetic phenomenon, and the soil particles were contaminated. Pore water or pollutants are dissolved or entrained to wash the contaminated soil and let it flow into the cathode side tube through the water passage hole.It is pumped up and the water quality is inspected and washed until the specified water quality standard is reached. Is performed, and then wastewater treatment is performed.

【0011】以下更に前記各工程および装置につき、図
面に基づいて詳細に説明する。第1工程の遮水壁構築工
程は、汚染土壌Gから雨水の浸透などによって汚染物質
が周囲に拡散して、その汚染区域を拡大することを防ぐ
ために、前記汚染土壌Gの区域の周囲に汚染された土壌
の深度から浸透流が回り込まない深さまで遮水壁1を構
築して汚染土壌Gを該遮水壁1により囲繞する工程であ
る。前記遮水壁1は特に限定する必要はないが、好まし
くは地中に直流電気を作用させて、陽極側から止水固結
剤を注入し、土の粒子間に均等に浸透させて構築するこ
とが推奨される。
The above steps and apparatus will be described in detail below with reference to the drawings. In the step of constructing the impermeable wall of the first step, in order to prevent the pollutant from spreading from the contaminated soil G due to permeation of rainwater to the surroundings and expanding the contaminated area, the area around the contaminated soil G is contaminated. It is a step of constructing the impermeable wall 1 from the depth of the soil to a depth at which the permeation flow does not go around and surrounding the contaminated soil G with the impermeable wall 1. The impermeable wall 1 does not need to be particularly limited, but is preferably constructed by applying direct current electricity to the ground to inject a water-blocking solidifying agent from the anode side and evenly permeate between soil particles. Is recommended.

【0012】前記第1工程による遮水壁1の構築が完了
した後、汚染物質の第2工程に入るが、その前にこの第
2工程および次の第3工程において使用される汚染物質
を集水、汲み上げて、浄化および洗浄を行うと共に、同
時に陽極と陰極の電極を兼用する中空管2を汚染土壌G
中に設置する必要がある。すなわち、汚染土壌Gの区域
内にその土壌の土質工学的な特性を調査して、その地盤
を構成している土質の平均的透水係数を基準にして陽極
と陰極の電極を兼用する金属製の円形または多角形をし
た複数本の有底の中空管2を、汚染土壌Gの深さより深
く、且つ夫々が対向するように地中に陽極用と陰極用の
各中空管2がそれぞれ管列を形成して設置する(図1参
照)。前記中空管2には、地中において汚染水を各中空
管2内に集水することができるように、該各中空管2の
外周壁面には、好ましくは3〜8mm程度の小孔3a
(図3)、または巾5mm、長さ5cm程度のスリット
3b(図4)、あるいは前記小孔3aとスリット3bと
の組合わせ(図5)よりなる通水孔3を一定数の開孔比
をもって穿設すると共に、前記各中空管2の地表より突
出した部分に電気の接続端子等の接続装置4を装着す
る。
After the construction of the impermeable wall 1 by the first step is completed, the pollutant second step is started, but before that, the pollutants used in this second step and the next third step are collected. Water is pumped up for purification and cleaning, and at the same time, the hollow tube 2 which also serves as an anode and a cathode is used as a contaminated soil G.
It needs to be installed inside. That is, the soil engineering characteristics of the soil are investigated in the area of the contaminated soil G, and the metal made of a metal that also serves as an anode and a cathode is used based on the average hydraulic conductivity of the soil that constitutes the ground. A plurality of hollow tubes 2 each having a circular or polygonal shape and having a bottom are deeper than the depth of the contaminated soil G, and the hollow tubes 2 for the anode and the cathode are respectively piped into the ground so that they face each other. Set up in rows (see Figure 1). In order to collect contaminated water in the hollow tubes 2, the outer wall surface of each hollow tube 2 preferably has a small size of about 3 to 8 mm. Hole 3a
(FIG. 3), or slits 3b having a width of 5 mm and a length of about 5 cm (FIG. 4), or a combination of the small holes 3a and the slits 3b (FIG. 5), the water passage holes 3 having a certain opening ratio. The hollow tube 2 is provided with a connecting device 4 such as an electric connecting terminal at a portion projecting from the surface of the hollow tube 2.

【0013】前記汚染土壌G中に陽極用と陰極用の電極
として夫々対向して2列の管列A,Bを1組として設置
された各中空管2の地表より突出した管列A,B中間部
には、水槽5に一端を連通された導水管6が配設され、
且つ該導水管6の両側面の前記各中空管2に対面する位
置に突設されたコック7に、前記各中空管2の上方部か
ら突出した連通管8を連結固定し、更に直流電源9の陽
極側のコード10に、一方側の管列Aの各中空管2の接
続装置4より引き出したリード線11を接続すると共
に、前記直流電源9の陰極側のコード12に、他方側の
管列Bの各中空管の接続装置4より引き出したリード線
13を接続する。図1,図2には2組の管列A,Bが図
示されているが、処理面積が大きい場合は、更に多くの
管列を配設する。
In the contaminated soil G, two rows of tube rows A and B facing each other as electrodes for the anode and the cathode are installed as one set, and the tube rows A protruding from the surface of the hollow tube 2 are provided. A water conduit 6 whose one end communicates with the water tank 5 is arranged in the middle part of B,
Further, the communication pipes 8 projecting from the upper portion of each hollow pipe 2 are connected and fixed to the cocks 7 projecting at the positions facing the hollow pipes 2 on both sides of the water guide pipe 6. The lead wire 11 drawn from the connecting device 4 of each hollow tube 2 of the tube row A on one side is connected to the cord 10 on the anode side of the power source 9, and the other side is connected to the cord 12 on the cathode side of the DC power source 9. The lead wire 13 drawn from the connecting device 4 for each hollow tube of the tube row B on the side is connected. Although FIG. 1 and FIG. 2 show two sets of tube rows A and B, when the processing area is large, more tube rows are arranged.

【0014】前記各中空管2の設置後、汚染物質の浄化
工程の第2工程に入る。汚染土壌Gの区域内に散水装置
を用いて適宜散水して土壌中に浸透させ、然る後前記各
中空管2の地表より突出した部分に装着された接続装置
4を通じて直流電源9より直流電流を通電して、前記夫
々に対向して配設され、交互に陽極、陰極の電極管とな
っている各中空管2の管列A,Bに直流電圧を負荷す
る。この陽極、陰極の管列A,Bに直流電圧を負荷する
ことによって、陽極側の管列Aと陰極側の管列Bとに囲
まれた汚染土壌Gの内部には界面働電現象中の電気浸透
現象が生じ、汚染土壌G中の汚染物質が液相の状態で陽
極方向から陰極方向へ一定の方向性をもって流れて移動
する。この場合、土粒子間にある汚染された土中水も、
土粒子に吸着している汚染物質を含んだ吸着水も、共に
陽極の管列Aの方向から陰極の管列Bの方向へ土粒子間
を流れて移動する。陰極側の管列Bおよび陽極側の管列
Aも共に通水孔3を穿設した中空管2を用いているの
で、陰極側の管列Bの各中空管2内に容易にこれらの汚
染水は通水孔3を経て流れ込んで集水される。そして、
この陰極側の管列Bの各中空管2内に集水された土中
水、すなわち汚染物質を含んだ土中水はコック7を閉止
した後、各中空管2の上端開口部14より、図示しない
ポンプあるいは真空装置によって地上に汲み上げて、一
定の貯溜槽に収容した後公知の方法により浄化処理され
る。
After the installation of the hollow tubes 2, the second step of the pollutant purification step is started. Water is appropriately sprinkled into the area of the contaminated soil G by using a water sprinkler to infiltrate into the soil, and then direct current is supplied from the direct current power source 9 through the connection device 4 mounted on the portion of each hollow tube 2 protruding from the surface of the earth. A DC voltage is applied to the tube rows A and B of the hollow tubes 2 which are arranged so as to face each other and alternately serve as anode and cathode electrode tubes by passing a current. By applying a DC voltage to the anode-cathode tube rows A and B, the inside of the contaminated soil G surrounded by the anode-side tube row A and the cathode-side tube row B is subjected to the electrokinetic phenomenon. The electroosmosis phenomenon occurs, and the pollutant in the contaminated soil G flows and moves in a liquid phase in a certain direction from the anode direction to the cathode direction. In this case, the contaminated soil water between the soil particles
The adsorbed water containing pollutants adsorbed on the soil particles also moves between the soil particles from the direction of the anode tube row A to the cathode tube row B. Since both the cathode-side tube row B and the anode-side tube row A use the hollow tubes 2 having the water passage holes 3, these hollow tubes 2 of the cathode-side tube row B can be easily inserted into these hollow tubes 2. The contaminated water of the above flows in through the water passage hole 3 and is collected. And
The soil water collected in each hollow tube 2 of the cathode side tube row B, that is, the soil water containing the pollutant, closes the cock 7 and then opens the upper end opening 14 of each hollow tube 2. More specifically, it is pumped up to the ground by a pump or a vacuum device (not shown), accommodated in a fixed storage tank, and then purified by a known method.

【0015】前記土中水の集水工程において、電極の極
性を同一のまま長時間経過すると、分極現象を起こして
集水能力が低下するので、ある一定時間経過毎に、この
電極を兼ねた各中空管2の極性を転換して、今までの陽
極側の管列Aを陰極側に、また今までの陰極側の管列B
を陽極側に夫々転換する。この極性の転換は土中の電気
的挙動に刺激を与えて、新しい陰極側の管列Bの集水能
力は著しく向上する。この極性の転換操作が数回になる
と殆んど土中の含水比は低下し、汚染土壌Gの電気抵抗
は上昇し、陰極側の管列Bに殆ど集水が見られなくな
る。そしてこの時点で界面働電現象の終了時と判定し
て、次の第3工程の汚染土壌の洗浄工程に入る。
In the step of collecting water in the soil, when the electrode polarity is the same for a long period of time, a polarization phenomenon occurs and the water collecting ability is deteriorated. By changing the polarity of each hollow tube 2, the conventional anode side tube row A becomes the cathode side, and the conventional cathode side tube row B.
To the anode side respectively. This change in polarity stimulates the electrical behavior in the soil, and the water collection capacity of the new cathode side tube row B is significantly improved. When this polarity conversion operation is repeated several times, the water content in the soil is almost reduced, the electric resistance of the contaminated soil G is increased, and almost no water is collected in the tube row B on the cathode side. At this point, it is determined that the electrokinetic phenomenon has ended, and the process for cleaning contaminated soil in the next third step is started.

【0016】第3工程の汚染土壌Gの洗浄工程は、前記
第2工程で使用した電極兼用の各中空管2をそのまま利
用する。すなわち、汚染土壌Gの洗浄のための清水また
は汚染物質の溶媒を混合した水より成る洗浄用水を自然
圧で水槽5から、陽極側の管列Aの各中空管2のコック
7を開いて導水管6を通して陽極側の管列Aの各中空管
2に注水する。前記各中空管2内に注水された洗浄用水
は、該各中空管2に穿設された通水孔3から、界面働電
現象中の電気浸透現象によって土壌中に浸透流通して土
粒子間を通過しながら陰極側の管列Bの各中空管2の方
向へ流れて行く。この土壌中に洗浄用水が浸透通過する
ことによって、土粒子間に残留している汚染された間隙
水、または土粒子の周囲に形成された汚染物質のヘルム
ホルツ層的なものを引き離し、水と連行して液相の状態
で陰極側の管列Bの各中空管2の通水孔3から管中に流
れ込む。
In the third step of cleaning the contaminated soil G, each hollow tube 2 also used as the electrode used in the second step is used as it is. That is, the wash water consisting of fresh water or water mixed with a solvent of pollutant for washing the contaminated soil G is opened from the water tank 5 at the natural pressure by opening the cocks 7 of the hollow tubes 2 of the tube row A on the anode side. Water is injected into each hollow tube 2 of the tube row A on the anode side through the water conduit 6. The cleaning water injected into each hollow tube 2 permeates and flows into the soil through the water passage hole 3 formed in each hollow tube 2 by the electroosmotic phenomenon during the electrokinetic phenomenon. While passing between the particles, the particles flow in the direction of each hollow tube 2 of the tube row B on the cathode side. By passing the wash water through this soil, the contaminated interstitial water remaining between the soil particles or the Helmholtz layer of contaminants formed around the soil particles is separated and carried with the water. Then, in the liquid phase state, it flows into the tubes from the water passage holes 3 of each hollow tube 2 of the tube row B on the cathode side.

【0017】前記第3工程においても、前記第2工程に
おけると同様の理由により、分極現象を起こして集水能
力が低下するのを防止するため、一定時間経過毎に、各
管列A,Bの極性を転換して使用する。そして、前記陰
極側の管列Bの各中空管2に集水した管中の洗浄後の水
を、該中空管2のコック7を閉じて図示していないポン
プまたは真空装置により該各中空管2の上方開口部14
から汲み上げて定期的に水質検査を行いながら、前記洗
浄用水の流出および集水を繰り返し、規定の水質基準に
なった時点で通電を停止し、汲み上げた洗浄済みの汚水
を排水して汚染土壌Gの洗浄工程を完了する。
In the third step as well, for the same reason as in the second step, in order to prevent the water collecting ability from being deteriorated due to the polarization phenomenon, the tube rows A and B are set at regular intervals. The polarity of is changed and used. The washed water in the tubes collected in each hollow tube 2 of the cathode side tube row B is closed by a pump or vacuum device (not shown) with the cock 7 of the hollow tube 2 closed. Upper opening 14 of hollow tube 2
While repeatedly carrying out water quality inspection by pumping up from the above, the washing water is repeatedly discharged and collected, and when the prescribed water quality standard is reached, power supply is stopped, and the pumped washed dirty water is drained to contaminated soil G Complete the washing process.

【0018】処理完了後は、土壌中に設置した各中空管
2と導水管6および連通管8は除去する。
After the treatment is completed, each hollow pipe 2, the water guiding pipe 6 and the communicating pipe 8 installed in the soil are removed.

【0019】[0019]

【発明の効果】本発明は上述のようであるから、従来の
土の置き換え等のように、他の作業に影響を与えること
なく、原位置のまま汚染土壌を浄化、洗浄して処理する
ことが可能であり、また汚染土壌の区域部分に、その汚
染の深度より深く電極兼用の中空管を設置し、この中空
管に囲まれた区域の範囲のみの土壌に電気通電現象が作
用するので、この範囲以外の地域まで水に溶けた汚染物
質を流動させることはない。また、本発明は電気浸透現
象を利用するために、粘土質土などの微細土粒子に電気
二重層的に吸着された汚染物質を含んだ水または液相の
ものも、容易にその界面働電現象的作用によって陰極側
管中に移動させて集水して汚染土壌を浄化することが可
能である。更に、汚染土壌中に洗浄用水を繰り返し浸透
流通させることによって、汚染土壌は極めて容易に洗浄
され、洗浄後の洗浄用水は電気浸透現象によって陰極管
中に移動させて集水することができる。
Since the present invention is as described above, it is possible to purify, wash and treat contaminated soil in its original position without affecting other work such as conventional soil replacement. It is also possible to install a hollow tube that also serves as an electrode in the area of the contaminated soil deeper than the depth of the pollution, and the electric conduction phenomenon acts on the soil only in the area surrounded by this hollow tube. Therefore, pollutants dissolved in water will not flow to areas outside this range. Further, since the present invention utilizes the electro-osmosis phenomenon, it is possible to easily use the water or liquid phase containing contaminants adsorbed to fine soil particles such as clayey soil in an electric double layer manner. It is possible to purify the contaminated soil by moving it into the cathode side tube and collecting water by a phenomenological action. Further, the contaminated soil can be cleaned very easily by repeatedly permeating and circulating the cleaning water into the contaminated soil, and the cleaning water after cleaning can be moved into the cathode tube by the electroosmosis phenomenon and collected.

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

【図1】本発明装置全体の概略平面図である。FIG. 1 is a schematic plan view of the entire device of the present invention.

【図2】本発明装置の縦断面図である。FIG. 2 is a vertical sectional view of the device of the present invention.

【図3】本発明装置に使用する中空管の一部を切欠した
拡大正面図である。
FIG. 3 is an enlarged front view in which a hollow tube used in the device of the present invention is partially cut away.

【図4】本発明装置に使用する中空管の他の実施例を示
す一部を切欠した拡大正面図である。
FIG. 4 is a partially cutaway enlarged front view showing another embodiment of the hollow tube used in the device of the present invention.

【図5】本発明装置に使用する中空管の更に他の実施例
を示す一部を切欠した拡大正面図である。
FIG. 5 is a partially cutaway enlarged front view showing still another embodiment of the hollow tube used in the device of the present invention.

【符号の説明】[Explanation of symbols]

1 遮水壁、 2 中空管、 3 通水孔、 3a 小
孔、 3b スリット、4 接続装置、 5 水槽、
6 導水管、 7 コック、 8 連通管、9 直流電
源、 10,12 コード、 11,13 リード線、
14 上端開口部、 A 陽極側の管列、 B 陰極
側の管列、 G 汚染土壌 。
1 impermeable wall, 2 hollow pipe, 3 water passage hole, 3a small hole, 3b slit, 4 connection device, 5 water tank,
6 water pipes, 7 cocks, 8 connecting pipes, 9 DC power supplies, 10 and 12 cords, 11 and 13 lead wires,
14 Top opening, A anode side tube row, B cathode side tube row, G contaminated soil.

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 汚染土壌区域の周囲に、汚染された土壌
の深度から浸透流が回り込まない深さまで遮水壁を構築
する第1工程と、 陽極と陰極の電極を兼ねた多数の通水孔を穿設した金属
製の複数本の中空管を、汚染土壌の深さより深く、且つ
陽極用と陰極用に対向して管列を形成すると共に、前記
陽極と陰極との極性の転換ができるように設置して、前
記汚染土壌区域内に適宜散水して土壌中に浸透させ、然
る後前記各電極に直流電流を通電して、各電極の夫々に
対向した管列に直流電圧を負荷し、両極間の汚染土壌中
に電気浸透現象を生ぜしめることにより、土壌中の汚染
物質を液相の状態で陽極方向から陰極方向へ流して、前
記通水孔を介して陰極管中に集水し、これを汲み上げて
浄化処理する第2工程と、 前記第2工程で汚染物質を汲み上げた後の陽極側管中に
洗浄用水を注入し、各電極に直流電流を通電して、各電
極の夫々に対向した管列に直流電圧を負荷し、両極間の
汚染土壌中に電気浸透現象を生ぜしめることにより、陽
極管中の洗浄用水は、該管の通水孔から土壌中に浸透流
通して、土粒子間の汚染された間隙水、あるいは汚染物
質を溶解または連行して汚染土壌を洗浄して、陰極側管
中に前記通水孔を介して流入せしめ、これを汲み上げて
水質検査を行い、規定の水質基準に達するまで洗浄を行
って洗浄する第3工程とより成ることを特徴とする汚染
土壌の処理方法。
1. A first step of constructing an impermeable wall around a contaminated soil area from a depth of contaminated soil to a depth at which a permeation flow does not wrap around, and a large number of water passage holes also serving as an anode and a cathode. It is possible to form a row of a plurality of hollow tubes made of metal, which are deeper than the depth of the contaminated soil and face each other for the anode and the cathode, and change the polarity of the anode and the cathode. Installed in such a manner that water is sprayed into the contaminated soil area and penetrated into the soil, and then a direct current is applied to each of the electrodes, and a DC voltage is applied to the row of tubes facing each electrode. However, by causing an electroosmosis phenomenon in the contaminated soil between the two electrodes, the pollutants in the soil flow in the liquid phase state from the anode direction to the cathode direction, and collect in the cathode tube through the water passage hole. The second step of watering and pumping it up to purify it, and the pollutant in the second step After injecting washing water into the anode side tube after raising it, apply a DC current to each electrode, apply a DC voltage to the tube row facing each electrode, and electroosmosis into the contaminated soil between both electrodes. By causing a phenomenon, the washing water in the anode tube permeates and flows into the soil through the water passage holes of the tube, and the contaminated pore water between the soil particles or the pollutant is dissolved or entrained and contaminated. It comprises a third step of washing the soil, allowing it to flow into the cathode side tube through the water passage hole, pumping it up, performing a water quality inspection, and washing until it reaches a prescribed water quality standard. A method for treating contaminated soil, comprising:
【請求項2】 通水孔が、小孔である請求項1記載の汚
染土壌の処理方法。
2. The method for treating contaminated soil according to claim 1, wherein the water passage holes are small holes.
【請求項3】 通水孔が、スリットである請求項1記載
の汚染土壌の処理方法。
3. The method for treating contaminated soil according to claim 1, wherein the water passage holes are slits.
【請求項4】 通水孔が、小孔とスリットの組合わせで
ある請求項1記載の汚染土壌の処理方法。
4. The method for treating contaminated soil according to claim 1, wherein the water passage holes are a combination of small holes and slits.
【請求項5】 洗浄用水が、清水である請求項1記載の
汚染土壌の処理方法。
5. The method for treating contaminated soil according to claim 1, wherein the cleaning water is fresh water.
【請求項6】 洗浄用水が、汚染物質の溶媒を混合した
水である請求項1記載の汚染土壌の処理方法。
6. The method for treating contaminated soil according to claim 1, wherein the cleaning water is water mixed with a solvent of a pollutant.
【請求項7】 外周面に多数の通水孔を穿設した有底の
中空管を複数本陽極用と陰極用の電極として、汚染土壌
中に対向して直列状に設置して陽極用管列と陰極用管列
を形成すると共に、該各管列の上方中間部に水槽へ一端
を連通された導水管を配設し、且つ該導水管の両側面の
前記各管列の各中空管に対面する位置に突設されたコッ
クに、前記各中空管の上方部から突出した連通管を連結
固定する一方、直流電源の陽極側に前記陽極用管列の各
中空管を接続し、且つ前記直流電源の陰極側に前記陰極
用管列の各中空管を接続すると共に、前記各管列の陽極
と陰極とは夫々極性の転換が自在なるように設置したこ
とを特徴とする汚染土壌の処理装置。
7. A plurality of bottomed hollow tubes having a large number of water holes formed on the outer peripheral surface thereof are used as an anode and a cathode electrode, and are installed in series so as to face each other in contaminated soil so as to serve as an anode. A tube row and a tube row for cathode are formed, and a water guiding tube whose one end communicates with a water tank is disposed in an upper middle portion of each tube row, and each of the tube rows on both sides of the water guiding tube While connecting and fixing the communicating pipe protruding from the upper part of each hollow pipe to the cock provided at the position facing the empty pipe, each hollow pipe of the above-mentioned anode pipe row is connected to the anode side of the DC power source. The hollow tubes of the tube row for cathode are connected to each other and connected to the cathode side of the DC power source, and the anode and the cathode of each tube row are installed so that their polarities can be freely changed. Equipment for treating contaminated soil.
【請求項8】 通水孔が、小孔である請求項7記載の汚
染土壌の処理装置。
8. The apparatus for treating contaminated soil according to claim 7, wherein the water passage holes are small holes.
【請求項9】 通水孔が、スリットである請求項7記載
の汚染土壌の処理装置。
9. The treatment apparatus for contaminated soil according to claim 7, wherein the water passage holes are slits.
【請求項10】 通水孔が、小孔とスリットの組合わせ
である請求項7記載の汚染土壌の処理装置。
10. The treatment apparatus for contaminated soil according to claim 7, wherein the water passage holes are a combination of small holes and slits.
JP3244356A 1991-08-31 1991-08-31 Contaminated soil treatment method and equipment Expired - Lifetime JPH0787912B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3244356A JPH0787912B2 (en) 1991-08-31 1991-08-31 Contaminated soil treatment method and equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3244356A JPH0787912B2 (en) 1991-08-31 1991-08-31 Contaminated soil treatment method and equipment

Publications (2)

Publication Number Publication Date
JPH0559716A true JPH0559716A (en) 1993-03-09
JPH0787912B2 JPH0787912B2 (en) 1995-09-27

Family

ID=17117484

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3244356A Expired - Lifetime JPH0787912B2 (en) 1991-08-31 1991-08-31 Contaminated soil treatment method and equipment

Country Status (1)

Country Link
JP (1) JPH0787912B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6605203B1 (en) 1998-12-03 2003-08-12 Agency Of Industrial Science And Technology Electrode apparatus
JP2010012445A (en) * 2008-07-07 2010-01-21 Tosaka Takuya Method for treating contaminated soil
JP2014228360A (en) * 2013-05-21 2014-12-08 国立大学法人秋田大学 Decontamination device and decontamination method of radioactive contamination soil
CN114878784A (en) * 2022-05-18 2022-08-09 江苏科技大学 Soft soil solidification test device and method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
CHEMICAL PROCESSING=1990 *
JOURNAL OF THE AIR AND WASTE MANAGEMGNT ASSOCIATION=1990 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6605203B1 (en) 1998-12-03 2003-08-12 Agency Of Industrial Science And Technology Electrode apparatus
JP2010012445A (en) * 2008-07-07 2010-01-21 Tosaka Takuya Method for treating contaminated soil
JP4718585B2 (en) * 2008-07-07 2011-07-06 登坂 卓也 Treatment method of contaminated soil
JP2014228360A (en) * 2013-05-21 2014-12-08 国立大学法人秋田大学 Decontamination device and decontamination method of radioactive contamination soil
CN114878784A (en) * 2022-05-18 2022-08-09 江苏科技大学 Soft soil solidification test device and method
CN114878784B (en) * 2022-05-18 2023-09-22 江苏科技大学 Soft soil solidification test device and method

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