JP3191132B2 - How to clean contaminated soil - Google Patents

How to clean contaminated soil

Info

Publication number
JP3191132B2
JP3191132B2 JP22760093A JP22760093A JP3191132B2 JP 3191132 B2 JP3191132 B2 JP 3191132B2 JP 22760093 A JP22760093 A JP 22760093A JP 22760093 A JP22760093 A JP 22760093A JP 3191132 B2 JP3191132 B2 JP 3191132B2
Authority
JP
Japan
Prior art keywords
water
contaminated soil
groundwater
injection hole
hole
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.)
Expired - Fee Related
Application number
JP22760093A
Other languages
Japanese (ja)
Other versions
JPH0782730A (en
Inventor
博宣 百田
国一郎 宮下
文昭 平野
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.)
Shimizu Corp
Original Assignee
Shimizu Corp
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 Shimizu Corp filed Critical Shimizu Corp
Priority to JP22760093A priority Critical patent/JP3191132B2/en
Publication of JPH0782730A publication Critical patent/JPH0782730A/en
Application granted granted Critical
Publication of JP3191132B2 publication Critical patent/JP3191132B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、汚染土壌、特に不飽和
帯の汚染土壌の清浄化に好適な汚染土壌の清浄化方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for cleaning contaminated soil, particularly suitable for cleaning contaminated soil in an unsaturated zone.

【0002】[0002]

【従来の技術】ところで、土壌・地下水の汚染は、対象
領域の土壌自体が汚染されている場合(土壌汚染)と、
地下水そのものが汚染されている場合(地下水汚染)に
大別される。このうち、土壌汚染は主に地下水面より上
部の不飽和帯に汚染物質が土壌に吸着されて存在する場
合と、地下水面以下の飽和帯に地下水汚染の汚染物質が
土壌に吸着された場合とがある。前者については、現状
では土壌汚染に限定されるが長期的にみれば降雨浸透等
の影響により汚染物質は不飽和帯から下方の飽和帯に輸
送され、地下水汚染や新たな土壌汚染に進展する懸念も
ある。
2. Description of the Related Art Contamination of soil and groundwater occurs when the soil itself in the target area is contaminated (soil contamination).
Groundwater itself is contaminated (groundwater contamination). Among these, soil pollution mainly occurs when pollutants are adsorbed on the soil in the unsaturated zone above the groundwater table, and when soil pollutants are adsorbed on the soil in the saturated zone below the groundwater table. There is. The former is currently limited to soil pollution, but in the long term, pollutants are transported from the unsaturated zone to the lower saturated zone due to the effects of rainfall infiltration, which may lead to groundwater contamination and new soil contamination. There is also.

【0003】従来、土壌汚染対策としては、封じ込めや
置き換え等が行われている。
Conventionally, as a countermeasure against soil contamination, containment and replacement have been performed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
土壌汚染対策である封じ込めや置き換えでは、汚染土壌
の深さが深い場合や分布範囲が大きい場合には処理が大
規模となるので、処理コストが増大するといった問題が
ある。
However, in the conventional method of soil contamination, such as containment and replacement, the treatment becomes large-scale when the depth of the contaminated soil is deep or the distribution range is large, so that the treatment cost is high. There is a problem that it increases.

【0005】本発明は、上記事情に鑑みてなされたもの
で、汚染土壌が深くかつ広範囲に分布している場合で
も、簡便な装置により安価に汚染土壌を清浄化すること
ができ、しかも、不飽和帯に分布する汚染土壌を効果的
に清浄化することができる汚染土壌の清浄化方法を提供
することを目的とする。
The present invention has been made in view of the above circumstances, and even if contaminated soil is deep and distributed over a wide area, the contaminated soil can be inexpensively cleaned with a simple device, and moreover, the present invention is not limited to this. An object of the present invention is to provide a method for cleaning contaminated soil that can effectively clean contaminated soil distributed in a saturated zone.

【0006】[0006]

【課題を解決するための手段】本発明の汚染土壌の清浄
化方法は、地下水位以下の深さまで構築された止水壁に
より汚染土壌を側面から取り囲むとともに、前記止水壁
により取り囲まれた領域に注水孔と揚水孔とを掘削し、
次いで、前記注水孔から水を注入して前記止水壁に囲ま
れた領域の地下水位を上昇させて汚染土壌付近を飽和さ
せ、次いで、前記注水孔から水を注入しつつ前記揚水孔
から地下水を揚水させて前記注水孔から揚水孔に向かう
地下水流を発生させて汚染物質を輸送し、次いで、前記
揚水孔から揚水された地下水を汚染物質回収装置を通し
た後、前記注水孔に戻すことを特徴とする。
According to the present invention, there is provided a method for cleaning contaminated soil, wherein the contaminated soil is laterally surrounded by a water stop wall constructed to a depth equal to or lower than the groundwater level, and an area surrounded by the water stop wall is provided. Drilling holes and pumping holes in
Next, water is injected from the water injection hole to raise the groundwater level in the area surrounded by the water blocking wall to saturate the vicinity of the contaminated soil, and then, while injecting water from the water injection hole, groundwater is discharged from the pumping hole. Pumping the groundwater to generate a groundwater flow from the water injection hole toward the waterhole to transport the contaminants, and then return the groundwater pumped from the waterhole to the waterhole after passing through the pollutant recovery device. It is characterized by.

【0007】なお、前記注水孔の深さを地下水位以下の
深さとすることが好ましい。また、前記注水孔から加圧
注水されることが好ましい。また、前記汚染物質回収装
置から排出される処理水に汚染物質の土壌からの離脱や
溶出を促進する薬品を添加することが好ましい。
It is preferable that the depth of the water injection hole is set to a depth equal to or lower than the groundwater level. Further, it is preferable that water is injected under pressure from the water injection hole. Further, it is preferable to add a chemical that promotes separation and elution of the contaminant from the soil to the treated water discharged from the contaminant recovery device.

【0008】[0008]

【作用】本発明の汚染土壌の清浄化方法によれば、注水
孔から水を注入して前記止水壁に囲まれた領域の地下水
位を上昇させることにより汚染土壌付近を飽和させるこ
とができ、注水孔から水を注入しつつ揚水孔から地下水
を揚水させて前記注水孔から揚水孔に向かう地下水流を
発生させることにより汚染物質を輸送することができ
る。さらに、揚水孔から揚水された地下水を汚染物質回
収装置を通した後注水孔に戻すことにより、漸次汚染物
質を回収して汚染土壌を漸次清浄化することができる。
According to the method for purifying contaminated soil according to the present invention, it is possible to saturate the vicinity of contaminated soil by injecting water from a water injection hole and raising the groundwater level in a region surrounded by the water blocking wall. Contaminants can be transported by pumping groundwater from the pumping hole while injecting water from the filling hole to generate a groundwater flow from the filling hole toward the pumping hole. Furthermore, by returning the groundwater pumped from the pumping hole to the water injection hole after passing through the pollutant collecting device, the pollutant can be gradually recovered and the contaminated soil can be gradually cleaned.

【0009】[0009]

【実施例】以下に、図面を参照して、本発明の一実施例
の汚染土壌の清浄化方法及びこの方法に使用される清浄
化設備について説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, a method for cleaning contaminated soil according to one embodiment of the present invention and a cleaning facility used in the method will be described below.

【0010】図1及び図2に示すように、本実施例の清
浄化設備は、地下水位以下の深さまで構築された止水壁
1により汚染土壌2を側面から取り囲むとともに、止水
壁1により取り囲まれた領域3に注水孔4と揚水孔5と
が掘削されている。なお、注水孔4の深さは地下水位以
下の深さとなるように掘削されており、この注水孔4の
途中には注水孔4を上下に仕切るパッカー6が設置され
ている。
As shown in FIGS. 1 and 2, the cleaning equipment according to the present embodiment surrounds contaminated soil 2 from the side by a water stop wall 1 constructed to a depth equal to or lower than the groundwater level, A water injection hole 4 and a water pumping hole 5 are excavated in the surrounded area 3. The water injection hole 4 is excavated so as to have a depth equal to or less than the groundwater level, and a packer 6 that partitions the water injection hole 4 up and down is provided in the middle of the water injection hole 4.

【0011】本実施例の汚染土壌の清浄化方法を説明す
る。すなわち、注水孔4から水を加圧用ポンプ(図示せ
ず)により加圧注入して、図3に示すように、止水壁1
に囲まれた領域3の地下水位を上昇させる。これによ
り、汚染土壌2付近を地下水で飽和させることができ
る。
A method for cleaning contaminated soil according to this embodiment will be described. That is, water is injected under pressure from a water injection hole 4 by a pressurizing pump (not shown), and as shown in FIG.
Raises the groundwater level in the area 3 surrounded by. Thereby, the vicinity of the contaminated soil 2 can be saturated with the groundwater.

【0012】次いで、図4に示すように、注水孔4から
水を注入しつつ揚水孔5から地下水を揚水させる。これ
により、注水孔4から揚水孔5に向かう略水平方向の地
下水流が発生し、この地下水流により汚染物質を輸送す
ることができる。一般的に、土質地盤の水平方向の透水
係数が鉛直方向の透水係数よりも大きいので、注水孔4
から揚水孔5への水平方向の地下水流を効果的に発生さ
せることができる。
Next, as shown in FIG. 4, groundwater is pumped from the pumping hole 5 while water is injected from the water injection hole 4. As a result, a substantially horizontal groundwater flow from the water injection hole 4 to the pumping hole 5 is generated, and contaminants can be transported by the groundwater flow. Generally, since the horizontal permeability of the soil is larger than the vertical permeability,
, A horizontal groundwater flow to the pumping hole 5 can be effectively generated.

【0013】次いで、揚水孔5から揚水された地下水を
汚染物質回収装置(図示せず)を通した後、前記注水孔
4に戻す。このように注水及び揚水のサイクルを、揚水
した地下水から汚染物質が検出されなくなるか、許容値
以下になるまで繰り返す。なお、汚染物質回収装置とし
ては、例えば、逆浸透膜等を備えた周知の膜濾過装置が
使用される。
Next, the groundwater pumped from the pumping hole 5 is passed through a pollutant recovery device (not shown), and then returned to the water injection hole 4. The cycle of water injection and pumping is repeated until no contaminants are detected in the pumped groundwater or the pollutants are below the allowable value. In addition, as a contaminant collection | recovery apparatus, the well-known membrane filtration apparatus provided with the reverse osmosis membrane etc. is used, for example.

【0014】本実施例の汚染土壌の清浄化方法によれ
ば、汚染土壌が深くかつ広範囲に分布している場合で
も、止水壁1、注水孔4及び揚水孔5等の簡便な装置に
より汚染土壌を清浄化することができ、処理コストを安
くすることができる。
According to the method for cleaning contaminated soil according to the present embodiment, even when the contaminated soil is deep and widely distributed, the contaminated soil is contaminated by simple devices such as the water stop wall 1, the water injection hole 4 and the pumping hole 5. The soil can be cleaned, and the processing cost can be reduced.

【0015】しかも、注水孔4から注水した水により止
水壁1により囲まれた領域3の地下水位を高くするよう
にしているので、不飽和帯を地下水で飽和させることが
でき、したがって、不飽和帯に分布する汚染土壌を効果
的に清浄化することができる。
In addition, since the groundwater level in the region 3 surrounded by the water blocking wall 1 is raised by the water injected from the water injection hole 4, the unsaturated zone can be saturated with the groundwater, and therefore, the unsaturated zone can be saturated. Contaminated soil distributed in the saturated zone can be effectively cleaned.

【0016】また、本実施例の清浄化方法によれば、止
水壁1の設置とその内部領域への注水する注水孔4の設
置とを行うことにより、周囲への汚染が拡大することを
防止しつつ汚染土壌の清浄化を図り、かつ、周辺の水位
上昇・低下等の影響を少なくすることができる。
Further, according to the cleaning method of the present embodiment, the installation of the water blocking wall 1 and the installation of the water injection hole 4 for injecting water into the inside area prevent the contamination to the surroundings from expanding. It is possible to purify the contaminated soil while preventing it, and to reduce the influence of the rise and fall of the surrounding water level.

【0017】なお、前記実施例では注水孔4から水を加
圧注入したが、自然注入であってもよい。
In the above embodiment, water is injected under pressure from the water injection hole 4, but it may be injected spontaneously.

【0018】また、汚染物質回収装置から排出される処
理水に汚染物質の土壌からの離脱や溶出を促進する薬品
を添加するようにしてもよい。この薬品として低pHの
酸性物質を用いた場合には、地盤の負荷電状態が緩和さ
れ、重金属の陽イオンが地盤から離脱しやすくなり、さ
らに、前記薬品としてイオン交換樹脂の粉末を用いた場
合には、直接重金属イオンと反応させて重金属を地盤か
ら離脱させることができ、前記実施例のように、単に汚
染物質回収装置を用いただけのものに比べて、地盤の清
浄化効果を一層大きくすることができる。
Further, a chemical which promotes separation and elution of the pollutant from the soil may be added to the treated water discharged from the pollutant recovery device. When a low-pH acidic substance is used as the chemical, the negatively charged state of the ground is reduced, cations of heavy metals are easily released from the ground, and further, when powder of ion-exchange resin is used as the chemical. Can directly react with heavy metal ions to separate heavy metals from the ground, and further enhance the ground cleaning effect as compared to the case of simply using a pollutant recovery device as in the above embodiment. be able to.

【0019】[0019]

【発明の効果】以上説明したように、本発明の汚染土壌
の清浄化方法によれば、地下水位以下の深さまで構築さ
れた止水壁により汚染土壌を側面から取り囲むととも
に、前記止水壁により取り囲まれた領域に注水孔と揚水
孔とを掘削し、次いで、前記注水孔から水を注入して前
記止水壁に囲まれた領域の地下水位を上昇させて汚染土
壌付近を飽和させ、次いで、前記注水孔から水を注入し
つつ前記揚水孔から地下水を揚水させて前記注水孔から
揚水孔に向かう地下水流を発生させて汚染物質を輸送
し、次いで、前記揚水孔から揚水された地下水を汚染物
質回収装置を通した後前記注水孔に戻すようにしている
ので、汚染土壌が深くかつ広範囲に分布している場合で
も、簡便な装置により安価に汚染土壌を清浄化すること
ができ、しかも、不飽和帯に分布する汚染土壌を効果的
に清浄化することができる。
As described above, according to the method for purifying contaminated soil of the present invention, the contaminated soil is surrounded from the side by the water stop wall constructed to a depth equal to or lower than the groundwater level, and the water stop wall is used by the water stop wall. Drilling a water injection hole and a pumping hole in the surrounded area, then injecting water from the water injection hole to raise the groundwater level in the area surrounded by the water blocking wall to saturate the vicinity of the contaminated soil, Pumping groundwater from the pumping hole while injecting water from the filling hole to generate a groundwater flow from the filling hole toward the pumping hole to transport pollutants, and then removing the groundwater pumped from the pumping hole. Since the contaminated material is returned to the water injection hole after passing through the contaminant recovery device, even when the contaminated soil is deep and widely distributed, the contaminated soil can be purified at low cost by a simple device, and , Insatiable It is possible to effectively clean the contaminated soil to be distributed in the band.

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

【図1】本発明の一実施例の汚染土壌の清浄化方法に使
用される清浄化設備を示す平面図である。
FIG. 1 is a plan view showing a cleaning facility used in a method for cleaning contaminated soil according to one embodiment of the present invention.

【図2】図1の断面図である。FIG. 2 is a sectional view of FIG.

【図3】本発明の一実施例の汚染土壌の清浄化方法を示
す第1工程を示す断面図である。
FIG. 3 is a sectional view showing a first step of the method for cleaning contaminated soil according to one embodiment of the present invention.

【図4】本発明の一実施例の汚染土壌の清浄化方法を示
す第2工程を示す断面図である。
FIG. 4 is a sectional view showing a second step of the method for cleaning contaminated soil according to one embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 止水壁 2 汚染土壌 3 止水壁により囲まれた領域 4 注入孔 5 揚水孔 6 パッカー Reference Signs List 1 water blocking wall 2 contaminated soil 3 area surrounded by water blocking wall 4 injection hole 5 pumping hole 6 packer

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−228463(JP,A) 特開 平4−225886(JP,A) 特開 昭52−48202(JP,A) 特開 平6−193040(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 3/10 B09C 1/04 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-5-228463 (JP, A) JP-A-4-225886 (JP, A) JP-A-52-48202 (JP, A) JP-A-6-28 193040 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) E02D 3/10 B09C 1/04

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地下水位以下の深さまで構築された止水
壁により汚染土壌を側面から取り囲むとともに、前記止
水壁により取り囲まれた領域に注水孔と揚水孔とを掘削
し、次いで、前記注水孔から水を注入して前記止水壁に
囲まれた領域の地下水位を上昇させて汚染土壌付近を飽
和させ、次いで、前記注水孔から水を注入しつつ前記揚
水孔から地下水を揚水させて前記注水孔から揚水孔に向
かう地下水流を発生させて汚染物質を輸送し、次いで、
前記揚水孔から揚水された地下水を汚染物質回収装置を
通した後前記注水孔に戻すことを特徴とする汚染土壌の
清浄化方法。
1. A water blocking wall constructed up to a depth equal to or lower than a groundwater level, surrounding contaminated soil from the side, excavating a water injection hole and a water pumping hole in an area surrounded by the water blocking wall, Injecting water from the hole to raise the groundwater level in the area surrounded by the water stop wall and saturating the vicinity of the contaminated soil, and then pumping groundwater from the pumping hole while injecting water from the injection hole. Generating a groundwater flow from the injection hole to the pumping hole to transport contaminants,
A method for cleaning contaminated soil, characterized in that groundwater pumped from the pumping hole is returned to the water injection hole after passing through a pollutant recovery device.
【請求項2】 前記注水孔の深さを地下水位以下の深さ
とすることを特徴とする請求項1記載の汚染土壌の清浄
化方法。
2. The method for cleaning contaminated soil according to claim 1, wherein the depth of the water injection hole is set to a depth equal to or less than a groundwater level.
【請求項3】 前記注水孔から加圧注水されることを特
徴とする請求項1又は2記載の汚染土壌の清浄化方法。
3. The method for cleaning contaminated soil according to claim 1, wherein water is injected under pressure from the water injection hole.
【請求項4】 前記汚染物質回収装置から排出される処
理水に汚染物質の土壌からの離脱や溶出を促進する薬品
を添加することを特徴とする請求項1〜3のいずれかに
記載の汚染土壌の清浄化方法。
4. The pollutant according to claim 1, wherein a chemical that promotes separation and elution of the pollutant from the soil is added to the treated water discharged from the pollutant recovery device. How to clean the soil.
JP22760093A 1993-09-13 1993-09-13 How to clean contaminated soil Expired - Fee Related JP3191132B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22760093A JP3191132B2 (en) 1993-09-13 1993-09-13 How to clean contaminated soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22760093A JP3191132B2 (en) 1993-09-13 1993-09-13 How to clean contaminated soil

Publications (2)

Publication Number Publication Date
JPH0782730A JPH0782730A (en) 1995-03-28
JP3191132B2 true JP3191132B2 (en) 2001-07-23

Family

ID=16863479

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22760093A Expired - Fee Related JP3191132B2 (en) 1993-09-13 1993-09-13 How to clean contaminated soil

Country Status (1)

Country Link
JP (1) JP3191132B2 (en)

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JP2004195407A (en) * 2002-12-20 2004-07-15 Kyokado Eng Co Ltd Method for making ground containing hazardous substance harmless
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Cited By (2)

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Publication number Priority date Publication date Assignee Title
JP2005270815A (en) * 2004-03-25 2005-10-06 Hitachi Plant Eng & Constr Co Ltd Method and system for purification of soil
JP4544399B2 (en) * 2004-03-25 2010-09-15 株式会社日立プラントテクノロジー Soil purification method and system

Also Published As

Publication number Publication date
JPH0782730A (en) 1995-03-28

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