JP3567412B2 - How to clean contaminated soil by groundwater circulation - Google Patents

How to clean contaminated soil by groundwater circulation Download PDF

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Publication number
JP3567412B2
JP3567412B2 JP08505597A JP8505597A JP3567412B2 JP 3567412 B2 JP3567412 B2 JP 3567412B2 JP 08505597 A JP08505597 A JP 08505597A JP 8505597 A JP8505597 A JP 8505597A JP 3567412 B2 JP3567412 B2 JP 3567412B2
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Prior art keywords
groundwater
treatment
soil
ground
contaminated
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JPH10277531A (en
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博宣 百田
進誠 熊本
哲 辻
司 近藤
文昭 平野
久 竹中
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Shimizu Corp
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Shimizu Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、地下水循環による汚染土壌の清浄化方法に関する。
【0002】
【従来の技術】
廃棄物の埋め立てや工場排水の漏出等により、地盤や地下水に有害物質が蓄積されることがあり、汚染された地盤の土地利用や地下水利用などを行う場合は、汚染対策を講じる必要がある。
【0003】
このような汚染対策が必要となる土壌・地下水汚染には、汚染物質が土壌に保持された土壌汚染と、汚染物質が土中水に含まれる地下水汚染とがある。また、汚染物質が、土壌に吸着されにくいトリクロロエチレン等の揮発性有機塩素化合物である場合は、地下水汚染ばかりでなく、土壌空隙中にガス状態で汚染物質が存在することもある。
【0004】
このような汚染土壌に対する対策としては、汚染物質を除去する方法が代表的であり、その方法としては、汚染土壌の置換がある。また、汚染域から汚染物資を除去しないで処理する方法としては、コンクリート固化法や薬剤を用いた汚染物質の不溶化・無害化、および遮水工による封じ込めなどの技術がある。
【0005】
【発明が解決しようとする課題】
しかし、汚染土壌の置換は、廃棄場所の土地確保が難しく、掘削・運搬コストもかかるという問題がある。特に汚染域が深い場合はコスト上昇の要因となる。また、コンクリート等を注入・固化させる方法は汚染域の完全な封じ込めが困難であり、遮水工による封じ込めは汚染域の土地利用等が難しい。また、薬剤を用いた汚染物質の不溶化・無害化の方法は、地表からの薬剤散布や浅いトレンチ等からの浸透方式であるため、汚染域の深度が大きい場合には効果的でない。
【0006】
本発明は、上記事情を考慮し、各種の汚染状況に幅広く適用でき、特に深度の大きい汚染域にも適用でき、しかもコストをかけずに効率的に汚染土壌の清浄化を図ることのできる、地下水循環による汚染土壌の清浄化方法を提供することを目的とする。
【0007】
【課題を解決するための手段】
請求項1の発明による清浄化方法は、汚染域を囲むように地盤中に注水井を設けると共に、注水井からの注入水が汚染域を経由するように揚水井を設け、該揚水井から汲み上げた地下水を、地上に設置した汚染処理装置を通した上で注水井から地盤中に戻す地下水循環による汚染土壌の清浄化方法であって、前記汚染処理装置が、前記地下水中の重金属イオンを強制的に酸化物や水酸化物に化学変化させる重金属イオン処理手段と、当該重金属イオン処理を経た地下水中の懸濁物を分離する懸濁物前処理手段と、当該懸濁物前処理を経た地下水中の懸濁物や不純物を分離・除去する膜ろ過処理手段と、当該膜ろ過処理を経た地下水に塩素系の薬品を添加して微生物の増殖に対する要因除去を行う有機物・微生物処理手段と、汚染物質の土壌からの分離を促進する薬剤、または有害物質と化学反応を起こさせる薬剤を前記有機物・微生物処理を経た地下水に添加する薬剤添加手段と、前記懸濁物前処理および前記膜ろ過処理で発生する排水を処理する排水処理手段と、排水により失われた水を補給する水補給手段とを備えていることを特徴とする。
【0011】
【発明の実施の形態】
以下、本発明の実施形態を図面に基づいて説明する。
図1は地下水循環による汚染土壌の清浄化方法の基本概念を示している。この方法では、まず、平面的に汚染域1を囲むように注水井2を複数本設け、注水井2からの注入水が、汚染域1を経由するように揚水井3を設ける。そして、揚水井3から汲み上げた地下水を、地上に設置した汚染処理装置(以下、略して「地上装置」という)を通した上で、注水井2から地盤中に戻し、地下水を循環させる。図中矢印は地下水の流れを示し、8は地下水位を示す。
【0012】
この場合、注水井2と揚水井3の水頭差(エネルギー差)により、水平方向が卓越した注入水の循環が起こり、地下水中の有害物質や土壌から分離した有害物質は、揚水と共に地上装置5に回収され処理される。このため、循環を継続することにより、次第に汚染域1の清浄化が進行する。また、薬剤の注入で無害化を図る場合にも、薬剤を含む注入水が注水井2から揚水井3の間の汚染域1に容易に到達するため、地下水の循環を継続的に行うだけで、汚染域1の無害化が完了する。なお、図示例では、汚染地下水の周囲への漏洩を防止するため、注水井2を難透水層4中まで挿入しているが、注水井2は必ずしも難透水層4まで挿入する必要はない。
【0013】
次に地上装置5について説明する。
地上装置5は、地下水の目詰まり発生を抑えながら汲み上げた地下水を地盤中に注水する装置であり、図2に示すように、重金属イオン処理装置11、懸濁物前処理装置12、膜ろ過装置13、有機物・微生物処理装置14、排水処理装置16、水補給装置17、薬剤水溶液調整槽15で構成されている。ポンプは省略してある。
【0014】
重金属イオン処理装置11は、オゾン曝気や酸化剤の添加により、重金属イオンを重金属酸化物や水酸化物に化学変化させ、物質のサイズを大きくして、後工程でのろ過除去等を容易にするための手段である。但し、重金属イオン濃度が高く、オゾン曝気や酸化剤の添加では処理が困難な場合は、更に強制酸化装置11A、予備フィルタ11B、重金属吸着装置11Cを設ける。強制酸化装置11Aはオゾン曝気や酸化剤の添加であり、予備フィルタ11Bは10μm程度のろ過装置であり、重金属吸着装置11Cはイオン交換樹脂法やキレート樹脂法などを適用して強制酸化装置11Aで析出しなかった重金属イオンに対処するものである。
【0015】
懸濁物前処理装置12は、次の膜ろ過装置13の負荷軽減を目的に100μm程度の懸濁物の分離が可能な装置である。また、膜ろ過装置13は1〜0.001μm程度の不純物や懸濁物の分離を行う超精密膜や限外ろ過膜からなる装置であり、極めて小さい有機物を除く物質を除去できる。
【0016】
有機物・微生物処理装置14は、注入水に塩素系の薬品を添加して微生物の増殖に対する要因除去を行うものである。
【0017】
これらの手段により、汚染物質の浄化を行いながらの、目詰まりを防止した地下水循環が可能になる。また、重金属イオンや有機物等の地下水汚染では、特に排水処理装置16の働きにより汚染物質の除去が行われる。
【0018】
次に、土壌に付着した有害物質についての対策を述べる。その対策としては、有害物質を土壌から分離させて、地下水の揚水で回収・除去する方法と、汚染域に薬剤を浸透させて、有害物質に化学反応を起こさせ、無害化する方法が考えられる。前者の方法は、薬剤水溶液調整槽15に低PHの酸性物質や粉末状のイオン交換樹脂等を添加することにより実施できる。
【0019】
後者の化学反応による無害化方法は、有害物質の種類によって適宜選択した薬剤を、薬剤水溶液調整槽15に添加することにより実施できる。
ここでは、鉛やカドミウムで汚染された例を用いて、選択する薬剤の一例と、無害化する化学反応を例示する。下記の例ように、薬剤に硫化ナトリウムを用いると、化学反応により、不溶性の硫化鉛や硫化カドミウムが生成され、汚染物質が無害化される。
Pb2++NaS→PbS↓+2Na
Cd2++NaS→CdS↓+2Na
【0020】
これらの処理に際し、地上装置5において揚水の一部が排出されることにより循環水が減少することになるが、水補給装置17により適宜補給することにより不足を補う。
【0021】
は他の実施形態を示す。この実施形態では、汚染域1の周囲に止水壁6を設けて、清浄化をさらに確実にしている。即ち、止水壁6で汚染域1を囲むことにより、有害物質の周囲への漏洩を防いだ条件下で、注入水を確実に注水井2と揚水井3の間で循環させることができる。そのため、汚染地下水を確実に回収することができ、地上装置5で清浄化することができる。また、前記第1実施形態と同様に、土壌に付着した有害物質も効果的に分離・回収することができるし、化学反応による無害化も行える。また、この実施形態の場合は、汚染域1が現状の地下水面よりも高い位置の不飽和域にある場合にも対処可能である。例えば、地上の水補給施設より注水を行なって止水壁6内の地下水面を上昇させた後、揚水井3と注水井2を稼動させて地下水循環を行うことにより、不飽和域にある有害物質の分離や、化学反応による無害化も効果的に行うことができる。
【0022】
【発明の効果】
以上説明したように、本発明によれば、注水井と揚水井を用いることで、地下水を循環させながら、地上に設置した汚染処理装置で汚染処理を行うので、汚染土壌ばかりでなく、汚染地下水も清浄化することができる。このため、各種の汚染状況に幅広く適用できると共に、汚染域の深度が大きい場合にも清浄化が可能であり、汚染土壌の掘削回収等に比べて処理コストの低減が図れる。
【図面の簡単な説明】
【図1】本発明の第1実施形態の概略説明図で、(a)は平面図、(b)は側断面図である。
【図2】本発明の第1実施形態で用いる地上装置(汚染処理装置)の構成を示すブロック図である。
【図3】本発明の第実施形態の概略説明図で、(a)は平面図、(b)は側断面図である。
【符号の説明】
1 汚染域
2 注水井
3 揚水井
5 汚染処理装置
11 重金属イオン処理装置
12 懸濁物前処理装置
13 膜ろ過装置
14 有機物・微生物処理装置
15 薬剤水溶液調整槽
16 排水処理装置
17 水補給装置
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for cleaning contaminated soil by groundwater circulation.
[0002]
[Prior art]
Hazardous substances may accumulate in the ground and groundwater due to landfill of waste and leakage of industrial wastewater, and it is necessary to take measures against pollution when using contaminated ground for land or groundwater.
[0003]
There are two types of soil and groundwater pollution that require such pollution control: soil pollution in which pollutants are retained in soil, and groundwater pollution in which pollutants are contained in soil water. Further, when the pollutant is a volatile organic chlorine compound such as trichlorethylene which is hardly adsorbed to the soil, the pollutant may be present not only in the groundwater but also in a gas state in the soil void.
[0004]
As a countermeasure against such contaminated soil, a method of removing contaminants is typical, and the method includes replacement of contaminated soil. In addition, as a method of treating without removing contaminants from the contaminated area, there are techniques such as a concrete solidification method, insolubilization and detoxification of contaminants using chemicals, and containment by impermeable works.
[0005]
[Problems to be solved by the invention]
However, the replacement of contaminated soil has problems in that it is difficult to secure land at the disposal site, and that excavation and transportation costs are also high. In particular, when the contaminated area is deep, the cost increases. In addition, it is difficult to completely contaminate the contaminated area by the method of injecting and solidifying concrete or the like. Further, the method of insolubilizing and detoxifying contaminants using chemicals is not effective when the depth of the contaminated area is large because the chemicals are sprayed from the ground surface or penetrated from shallow trenches or the like.
[0006]
In consideration of the above circumstances, the present invention can be widely applied to various types of pollution situations, and can be applied particularly to a pollution area having a large depth, and can efficiently purify contaminated soil without cost. It is an object of the present invention to provide a method for cleaning contaminated soil by groundwater circulation.
[0007]
[Means for Solving the Problems]
In the cleaning method according to the first aspect of the present invention, a water injection well is provided in the ground so as to surround the contaminated area, a pumping well is provided so that water injected from the water injection well passes through the contaminated area, and pumped from the pumping well. A method for cleaning contaminated soil by circulating groundwater through a pollution treatment device installed on the ground and returning the groundwater from an injection well into the ground , wherein the pollution treatment device forcibly removes heavy metal ions in the groundwater. Heavy metal ion treatment means for chemically changing to oxides and hydroxides, suspension pretreatment means for separating suspended matter in groundwater that has undergone the heavy metal ion treatment, and groundwater that has passed the suspension pretreatment. Membrane filtration treatment means for separating and removing suspended substances and impurities in the water, organic matter / microorganism treatment means for adding a chlorine-based chemical to groundwater that has passed through the membrane filtration treatment to remove factors for the growth of microorganisms, Material soil A chemical adding means for adding a chemical that promotes the separation of a chemical or a chemical that causes a chemical reaction with a harmful substance to groundwater that has undergone the organic / microbial treatment, and a wastewater generated in the suspension pretreatment and the membrane filtration treatment. It is characterized by comprising a wastewater treatment means for treating and a water supply means for supplying water lost by the wastewater .
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows the basic concept of a method for cleaning contaminated soil by groundwater circulation. In this method, first, a plurality of injection wells 2 are provided so as to surround the contaminated area 1 in a plane, and a pumping well 3 is provided so that the injection water from the injection well 2 passes through the contaminated area 1. Then, the groundwater pumped from the pumping well 3 is passed through a pollution treatment device (hereinafter abbreviated as “ground device”) installed on the ground, returned from the injection well 2 to the ground, and the groundwater is circulated. The arrow in the figure indicates the flow of groundwater, and 8 indicates the groundwater level.
[0012]
In this case, due to the head difference (energy difference) between the injection well 2 and the pumping well 3, the circulation of the injection water having a superior horizontal direction occurs, and the harmful substances in the groundwater and the harmful substances separated from the soil are removed together with the pumping water from the ground equipment 5. Collected and processed. Therefore, by continuing the circulation, the purification of the contaminated area 1 gradually progresses. Also, when detoxification is to be achieved by injection of chemicals, since the injection water containing the chemicals easily reaches the contaminated area 1 between the injection well 2 and the pumping well 3, it is only necessary to continuously circulate the groundwater. The detoxification of the contaminated area 1 is completed. In the illustrated example, the injection well 2 is inserted into the poorly permeable layer 4 in order to prevent leakage of the contaminated groundwater to the surroundings. However, the injection well 2 does not necessarily need to be inserted into the poorly permeable layer 4.
[0013]
Next, the ground device 5 will be described.
The ground device 5 is a device for injecting groundwater pumped into the ground while suppressing occurrence of clogging of the groundwater. As shown in FIG. 2, the heavy metal ion treatment device 11, the suspension pretreatment device 12, the membrane filtration device 13, an organic / microorganism treatment device 14, a wastewater treatment device 16, a water replenishment device 17, and a chemical aqueous solution adjusting tank 15. The pump is omitted.
[0014]
The heavy metal ion treatment device 11 chemically converts heavy metal ions into heavy metal oxides and hydroxides by aeration of ozone and addition of an oxidizing agent, thereby increasing the size of the substance and facilitating the removal by filtration in a subsequent step. Means. However, when the heavy metal ion concentration is high and the treatment is difficult by ozone aeration or addition of an oxidizing agent, a forced oxidation device 11A, a preliminary filter 11B, and a heavy metal adsorption device 11C are further provided. The forced oxidizing device 11A is for aerating ozone and adding an oxidizing agent, the preliminary filter 11B is a filtering device of about 10 μm, and the heavy metal adsorbing device 11C is a forced oxidizing device 11A applying an ion exchange resin method or a chelating resin method. This is to deal with heavy metal ions that have not been deposited.
[0015]
The suspension pretreatment device 12 is a device capable of separating a suspension of about 100 μm in order to reduce the load on the next membrane filtration device 13. Further, the membrane filtration device 13 is a device comprising an ultra-precision membrane or an ultrafiltration membrane for separating impurities and suspensions of about 1 to 0.001 μm, and can remove substances except for extremely small organic substances.
[0016]
The organic matter / microorganism treatment device 14 removes a factor for the growth of microorganisms by adding a chlorine-based chemical to the injection water.
[0017]
By these means, clogging is prevented and groundwater circulation is possible while purifying pollutants. Further, in the case of groundwater contamination such as heavy metal ions and organic substances, the pollutants are removed by the operation of the wastewater treatment device 16 in particular.
[0018]
Next, measures for harmful substances adhering to soil will be described. As a countermeasure, there are two methods: separating harmful substances from soil and collecting and removing them by pumping groundwater, or infiltrating chemicals into the contaminated area to cause harmful substances to react chemically and make them harmless. . The former method can be implemented by adding a low-pH acidic substance, a powdered ion-exchange resin, or the like to the chemical aqueous solution adjusting tank 15.
[0019]
The latter method of detoxification by a chemical reaction can be carried out by adding a drug appropriately selected according to the type of harmful substance to the drug aqueous solution adjusting tank 15.
Here, an example of a drug to be selected and a chemical reaction to make it harmless will be illustrated using an example of contamination with lead or cadmium. As described below, when sodium sulfide is used as a chemical, insoluble lead sulfide and cadmium sulfide are generated by a chemical reaction, and contaminants are rendered harmless.
Pb 2+ + Na 2 S → PbS ↓ + 2Na +
Cd 2+ + Na 2 S → CdS ↓ + 2Na +
[0020]
In these processes, the circulating water is reduced by discharging a part of the pumped water in the ground apparatus 5, but the shortage is compensated by appropriately replenishing the water with the water replenishing device 17.
[0021]
FIG. 3 shows another embodiment. In this embodiment, a water blocking wall 6 is provided around the contaminated area 1 to further ensure cleaning. That is, by surrounding the contaminated area 1 with the water blocking wall 6, the injected water can be reliably circulated between the injection well 2 and the pumping well 3 under the condition that the leakage of harmful substances to the surroundings is prevented. Therefore, the contaminated groundwater can be reliably recovered, and can be cleaned by the ground apparatus 5. Further, similarly to the first embodiment, harmful substances attached to the soil can be effectively separated and recovered, and detoxification can be performed by a chemical reaction. Further, in the case of this embodiment, it is possible to cope with the case where the polluted area 1 is in an unsaturated area at a position higher than the current groundwater level. For example, after pouring water from a water supply facility on the ground to raise the groundwater level in the water stop wall 6, the pumping well 3 and the pouring well 2 are operated to circulate the groundwater, thereby causing harm in the unsaturated region. Separation of substances and detoxification by chemical reaction can also be performed effectively.
[0022]
【The invention's effect】
As described above, according to the present invention, by using the injection well and the pumping well, the groundwater is circulated, and the pollution treatment is performed by the pollution treatment device installed on the ground. Can also be cleaned. For this reason, the method can be widely applied to various kinds of pollution conditions, can be cleaned even when the depth of the pollution area is large, and the processing cost can be reduced as compared with the excavation and collection of the contaminated soil.
[Brief description of the drawings]
FIG. 1 is a schematic explanatory view of a first embodiment of the present invention, wherein (a) is a plan view and (b) is a side sectional view.
FIG. 2 is a block diagram illustrating a configuration of a ground apparatus (contamination processing apparatus) used in the first embodiment of the present invention.
3A and 3B are schematic explanatory views of a second embodiment of the present invention, wherein FIG. 3A is a plan view and FIG. 3B is a side sectional view.
[Explanation of symbols]
Reference Signs List 1 Contaminated area 2 Injection well 3 Pumping well 5 Pollution treatment device 11 Heavy metal ion treatment device 12 Suspension pretreatment device 13 Membrane filtration device 14 Organic / microorganism treatment device 15 Chemical aqueous solution adjustment tank 16 Drainage treatment device 17 Water supply device

Claims (1)

汚染域を囲むように地盤中に注水井を設けると共に、注水井からの注入水が汚染域を経由するように揚水井を設け、該揚水井から汲み上げた地下水を、地上に設置した汚染処理装置を通した上で注水井から地盤中に戻す地下水循環による汚染土壌の清浄化方法であって、
前記汚染処理装置が、前記地下水中の重金属イオンを強制的に酸化物や水酸化物に化学変化させる重金属イオン処理手段と、当該重金属イオン処理を経た地下水中の懸濁物を分離する懸濁物前処理手段と、当該懸濁物前処理を経た地下水中の懸濁物や不純物を分離・除去する膜ろ過処理手段と、当該膜ろ過処理を経た地下水に塩素系の薬品を添加して微生物の増殖に対する要因除去を行う有機物・微生物処理手段と、
汚染物質の土壌からの分離を促進する薬剤、または有害物質と化学反応を起こさせる薬剤を前記有機物・微生物処理を経た地下水に添加する薬剤添加手段と、
前記懸濁物前処理および前記膜ろ過処理で発生する排水を処理する排水処理手段と、排水により失われた水を補給する水補給手段とを備えていることを特徴とする地下水循環による汚染土壌の清浄化方法。
A pollution well is provided in the ground so as to surround the contaminated area, a pumping well is provided so that the injection water from the pouring well passes through the contaminated area, and groundwater pumped from the pumping well is installed on the ground. A method of cleaning contaminated soil by groundwater circulation returning from the injection well to the ground after passing through
A heavy metal ion treatment unit for chemically transforming the heavy metal ions in the groundwater into oxides and hydroxides, and a suspension for separating a suspension in the groundwater that has undergone the heavy metal ion treatment. Pretreatment means, membrane filtration treatment means for separating and removing suspended matter and impurities in the groundwater subjected to the suspension pretreatment, and adding chlorine-based chemicals to the groundwater subjected to the membrane filtration treatment to remove microorganisms. Organic matter / microorganism treatment means for removing factors for growth,
An agent for promoting the separation of contaminants from the soil, or an agent for causing a chemical reaction with a harmful substance, and adding the agent to groundwater that has undergone the organic matter / microbial treatment,
Wastewater treatment means for treating wastewater generated in the suspension pretreatment and the membrane filtration treatment, and water replenishment means for replenishing water lost by the wastewater, wherein the soil is contaminated by groundwater circulation. Cleaning method.
JP08505597A 1997-04-03 1997-04-03 How to clean contaminated soil by groundwater circulation Expired - Lifetime JP3567412B2 (en)

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