JP4544399B2 - Soil purification method and system - Google Patents

Soil purification method and system Download PDF

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JP4544399B2
JP4544399B2 JP2004088381A JP2004088381A JP4544399B2 JP 4544399 B2 JP4544399 B2 JP 4544399B2 JP 2004088381 A JP2004088381 A JP 2004088381A JP 2004088381 A JP2004088381 A JP 2004088381A JP 4544399 B2 JP4544399 B2 JP 4544399B2
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water
purification
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JP2005270815A (en
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哲司 宮林
勇作 柏田
裕 奥野
陽一郎 小野
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Hitachi Plant Technologies Ltd
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Description

本発明は土壌浄化方法およびそのシステムに係り、特に汚染土壌の浄化対象領域外からの汚染物質の流入を防止する土壌浄化方法およびそのシステムに関する。   The present invention relates to a soil purification method and system, and more particularly, to a soil purification method and system for preventing inflow of contaminants from outside a purification target area of contaminated soil.

工場から排出された油、有機塩素系化合物、重金属等が土壌に浸透することによって地下水を汚染する土壌の環境汚染が深刻な社会問題となっている。汚染が確認された土壌の浄化方法として、汚染土壌の地盤に複数の井戸を掘削して汚染物質含有水を揚水し、浄化処理した処理後の水を地盤に注水し循環させる注水揚水法がある。   Environmental pollution of soil contaminating groundwater due to the permeation of oil, organochlorine compounds, heavy metals, etc. discharged from factories into the soil has become a serious social problem. As a method for remediating soil that has been confirmed to be contaminated, there is a water injection pumping method in which multiple wells are excavated in the ground of the contaminated soil, water containing the pollutants is pumped, and the treated water is injected into the ground and circulated. .

従来の注水揚水法を図5に示す。図5の地盤1は内部に汚染土壌2があり、3に示す位置まで地下水位がある。この地盤1に地上から汚染土壌2まで達する浄化処理用の水を注水する注水井戸4を掘削する。注水井戸4から一定距離離間した位置に前述の注水井戸4同様に汚染物質含有水を汲み上げる揚水井戸5を掘削する。揚水井戸5の底部には揚水ポンプ8が設置されている。注水井戸4と揚水井戸5の上端部は地上で配管6を介して浄化装置7に接続している。浄化装置7と注水井戸4との間には注水ポンプ9が設置されている。上記構成による汚染物質含有地下水の浄化方法を以下に示す。揚水井戸5の底部に設置した揚水ポンプ8により汚染土壌中の有害物質によって汚染された汚染物質含有水を揚水する。汚染物質含有水は地上の浄化装置7で汚染物質が除去された後処理水となる。処理水は注水ポンプ9で注水井戸4中に還流し地盤1に浸透する。このように汚染物質含有水を揚水し浄化して、処理水として還流し循環させる循環経路を形成することによって汚染土壌を浄化することができる。   A conventional water pumping method is shown in FIG. The ground 1 in FIG. 5 has contaminated soil 2 inside, and has a groundwater level up to the position indicated by 3. A water injection well 4 for injecting water for purification treatment reaching the contaminated soil 2 from the ground to the ground 1 is excavated. A pumping well 5 for digging up pollutant-containing water is excavated at a position spaced apart from the water injection well 4 in the same manner as the water injection well 4 described above. A pumping pump 8 is installed at the bottom of the pumping well 5. The upper ends of the water injection well 4 and the pumping well 5 are connected to the purification device 7 via a pipe 6 on the ground. A water injection pump 9 is installed between the purification device 7 and the water injection well 4. A method for purifying pollutant-containing groundwater with the above configuration is shown below. Contaminant-containing water contaminated by harmful substances in the contaminated soil is pumped by a pump 8 installed at the bottom of the pumping well 5. The pollutant-containing water is treated water after the pollutant is removed by the ground purification device 7. The treated water is returned to the water injection well 4 by the water injection pump 9 and permeates the ground 1. In this way, the contaminated soil can be purified by pumping and purifying the pollutant-containing water and forming a circulation path that circulates and circulates as treated water.

この注水揚水法の場合、揚水に伴って周辺地域の地盤沈下が発生する問題がある。この問題を回避するため揚水井戸において地下水位を計測しながら浄化する方法として、例えば特許文献1の揚水制御方法が開示されている。特許文献1によれば揚水中の汚染物質濃度と地下水位を計測して揚水量を決定するようにしている。
特開2002−113459号公報
In the case of this water injection method, there is a problem that land subsidence occurs in the surrounding area with the pumping. In order to avoid this problem, for example, a pumping control method disclosed in Patent Document 1 is disclosed as a method of purifying while measuring a groundwater level in a pumping well. According to Patent Document 1, the amount of pumped water is determined by measuring the concentration of contaminants in the pumped water and the groundwater level.
JP 2002-113659 A

しかしながら、従来の注水揚水法によれば、汚染土壌の浄化対象領域における地下水の流れを考慮して注入井戸及び揚水井戸を掘削配置している。よって、汚染物質含有水の揚水および処理水の注水による浄化方法の際、浄化対象領域に隣接する未浄化領域からの汚染物質含有水が揚水による流れに沿って浄化対象領域内に流入することがあり、浄化対象領域を十分に浄化できないという問題があった。   However, according to the conventional water pumping method, the injection well and the pumping well are excavated and arranged in consideration of the flow of groundwater in the purification target area of the contaminated soil. Therefore, in the purification method by pumping up pollutant-containing water and injecting treated water, pollutant-containing water from the unpurified area adjacent to the purification target area may flow into the purification target area along the flow of pumping water. There is a problem that the area to be purified cannot be sufficiently purified.

また、引用文献1の揚水制御方法は、汚染土壌の浄化対象領域を揚水制御するものであり、浄化対象領域と未浄化領域との間の汚染物質の移動を考慮した配置および運転になっていない。したがって、前述の未浄化領域から浄化対象領域へ汚染物質含有水が流入し浄化できないという問題解決には至っていない。   Moreover, the pumping control method of the cited document 1 is a pumping control of the purification target area of the contaminated soil, and is not arranged and operated in consideration of the movement of the pollutant between the purification target area and the unpurified area. . Therefore, the problem that the pollutant-containing water flows from the unpurified area to the purification target area and cannot be purified has not been solved.

そこで本発明は上記従来技術の問題点を解決するため、浄化対象外部からの汚染物質を含む地下水の流入を防止し浄化対象となる汚染土壌を効率的に浄化することを目的としている。
また、本発明は、浄化対象領域と隣接する浄化完了領域への汚染物質含有水の流入を遮蔽して浄化対象となる汚染土壌を効率的に浄化することを目的としている。
Therefore, in order to solve the above-described problems of the prior art, an object of the present invention is to prevent the inflow of groundwater containing contaminants from the outside of the purification target and efficiently purify the contaminated soil to be purified.
Another object of the present invention is to efficiently purify contaminated soil to be purified by shielding the inflow of pollutant-containing water to a purification completion region adjacent to the purification target region.

本発明に係る土壌浄化方法によれば、汚染土壌の浄化対象領域の中心に揚水手段とその周囲に注水手段を設置し、前記浄化対象領域に注水し、前記浄化対象領域を通流した汚染物質含有水を揚水し、これを浄化した処理水を、前記浄化対象領域に還流し循環させる土壌の浄化方法において、前記浄化対象領域に隣接する未浄化対象領域の地下水位を測定し、この計測データに基づいて、前記浄化対象領域の注水量を制御して前記浄化対象領域の地下水位を前記未浄化領域の地下水位より高く設定し、前記浄化対象領域と前記未浄化対象領域との境界近傍で地下水を前記浄化対象領域から前記未浄化対象領域に流すことを特徴としている。 According to the soil purification method of the present invention, the water-conveying means is installed in the center of the purification target area of the contaminated soil, and the water injection means is disposed around it, and the pollutant is injected into the purification target area and flows through the purification target area In the soil purification method in which the contained water is pumped and the treated water purified is circulated and circulated to the purification target area, the groundwater level of the unpurified target area adjacent to the purification target area is measured, and the measurement data based on the control the amount of injected water purifying object region is set higher than the groundwater level of the unpurified area groundwater level of the purification target region near the boundary between the purification target region and the unpurified target area Groundwater is allowed to flow from the purification target area to the unpurified target area .

本発明に係る土壌浄化システムによれば、汚染土壌の浄化対象領域に注水する注水手段と、前記注水手段の水を前記浄化対象領域に通流させ汚染物質含有水としこれを揚水する揚水手段とを備え、前記浄化対象領域の中心に前記揚水手段とその周囲に前記注水手段を設置し、前記汚染物質含有水を浄化して前記注水手段に還流する浄化手段とからなる土壌浄化システムにおいて、前記浄化対象領域とこれに隣接する未浄化領域との地下水位を測定する水位測定手段と、前記水位測定手段の計測データに基づき前記前記注水手段の注水量を制御して、前記浄化対象領域の地下水位を前記未浄化領域の地下水位よりも高く設定し、前記浄化対象領域と前記未浄化対象領域との境界近傍で地下水を前記浄化対象領域から前記未浄化対象領域に流す制御手段と、を有することを特徴としている。 According to the soil purification system according to the present invention, water injection means for injecting water into the purification target area of the contaminated soil, water pumping means for pumping the water into the purification target area by passing water from the water injection means into the purification target area, and In the soil purification system, comprising the pumping means in the center of the purification target area and the water injection means around it , the purification means for purifying the pollutant-containing water and returning to the water injection means, A water level measuring means for measuring a ground water level between a purification target area and an unpurified area adjacent thereto; and a water injection amount of the water injection means is controlled based on measurement data of the water level measurement means to thereby obtain ground water in the purification target area. position is set higher than the groundwater level of the unpurified area, control flow of groundwater from the purification target region in the vicinity of the boundary between the purification target region and the unpurified target region in the unpurified target area It is characterized by having a means.

上記構成による土壌浄化方法およびそのシステムは、浄化対象領域と隣接する未浄化領域とに設置した水位測定手段の計測データに基づき、浄化対象領域の地下水位を未浄化領域の地下水位より高くなるように注水手段の注水量を制御している。これにより、浄化対象領域と未浄化領域との境界近辺では浄化対象領域から未浄化領域に水が流れる。したがって、浄化対象領域に隣接する未浄化領域の汚染物質含有水が浄化対象領域内に流入することを防止するとともに浄化対象領域を効率良く浄化することができる。   The soil purification method and system according to the above configuration are configured so that the groundwater level in the purification target region is higher than the groundwater level in the unpurified region based on the measurement data of the water level measuring means installed in the purification target region and the adjacent unpurified region. The amount of water injected by the water injection means is controlled. Thereby, water flows from the purification target region to the unpurified region in the vicinity of the boundary between the purification target region and the unpurified region. Accordingly, it is possible to prevent the pollutant-containing water in the unpurified region adjacent to the purification target region from flowing into the purification target region and to efficiently purify the purification target region.

また、浄化完了領域の地下水位を浄化対象領域の地下水位より高くなるように浄化完了領域の注水量および揚水手段の揚水量を制御している。これにより、浄化対象領域と浄化完了領域との境界近辺では浄化完了領域から浄化対象領域に水が流れる。したがって、浄化対象領域から浄化完了領域への汚染物質含有水の流入を遮蔽し、浄化対象領域を効率良く浄化できるとともに浄化完了領域を再汚染するおそれがない。   Further, the amount of water injected in the purification completion region and the pumping amount of the pumping means are controlled so that the groundwater level in the purification completion region is higher than the groundwater level in the purification target region. As a result, water flows from the purification completion region to the purification target region in the vicinity of the boundary between the purification target region and the purification completion region. Therefore, the inflow of pollutant-containing water from the purification target area to the purification completion area is shielded so that the purification target area can be efficiently purified and there is no possibility of recontamination of the purification completion area.

以下本発明に係る土壌浄化方法およびそのシステムを添付した図面を参照しながら詳細に説明する。図1は本実施形態に係る土壌浄化システムを示す構成概略図である。図2は実施形態に係る注水手段及び揚水手段の配置平面図である。   Hereinafter, a soil purification method and system according to the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 is a schematic configuration diagram illustrating a soil purification system according to the present embodiment. FIG. 2 is an arrangement plan view of water injection means and pumping means according to the embodiment.

図1に示すように、地盤1は内部に浄化対象となる汚染土壌2があり、3は地下水位を示している。また、11は汚染土壌2の浄化対象領域を、12は浄化対象領域に隣接し地盤に汚染土壌を含む未処理の未浄化領域を示す。土壌浄化システム10は、地盤1に浄化用の水を注水する注水手段となる注水井戸14と、汚染土壌を通流した汚染物質含有水を揚水する揚水手段となる揚水井戸16と、地下水位3の水位測定手段となる水位計測部18が設置されている。また地上には汚染物質含有水の浄化手段となる浄化部20と、注水井戸14の注水量および揚水井戸16の揚水量を制御する制御手段が設置されている。   As shown in FIG. 1, the ground 1 has contaminated soil 2 to be purified, and 3 indicates the groundwater level. Reference numeral 11 denotes a purification target area of the contaminated soil 2, and 12 denotes an untreated unpurified area that is adjacent to the purification target area and includes contaminated soil in the ground. The soil purification system 10 includes a water injection well 14 serving as a water injection means for injecting water for purification into the ground 1, a pumping well 16 serving as a pumping means for pumping up pollutant-containing water flowing through the contaminated soil, and a groundwater level 3. A water level measuring unit 18 serving as a water level measuring means is installed. Further, on the ground, a purification unit 20 serving as a purification unit for pollutant-containing water and a control unit for controlling the amount of water injected into the water injection well 14 and the amount of water pumped up in the pumping well 16 are installed.

注水井戸14は浄化対象領域11内に地上から汚染土壌2まで達するように複数掘削してある。注水井戸14から任意に設定した距離を置いた位置に揚水井戸16を設置する。揚水井戸16は注水井戸14と同様に地上から汚染土壌2まで達するように複数掘削してある。注水井戸14および揚水井戸16の配置構成は、図2に示すように浄化対象領域11の中心に揚水井戸16を掘削し、揚水井戸16の周囲を囲むように注水井戸14を掘削している。   A plurality of water injection wells 14 are excavated in the purification target region 11 so as to reach the contaminated soil 2 from the ground. A pumping well 16 is installed at a position at an arbitrarily set distance from the water injection well 14. A plurality of pumping wells 16 are excavated so as to reach the contaminated soil 2 from the ground in the same manner as the water injection well 14. As shown in FIG. 2, the arrangement structure of the water injection well 14 and the water pumping well 16 is such that the water pumping well 16 is excavated in the center of the purification target region 11 and the water injection well 14 is excavated so as to surround the pumping well 16.

注水井戸14と揚水井戸16の地上側端部開口は、配管24を介して浄化部20と接続している。浄化部20は揚水井戸16と接続する側から気液分離タンク26、分離水タンク28、浄化装置30、注水タンク32、注水ポンプ34の順に配置してある。気液分離タンク26は側部に真空ポンプ36が分岐している。真空ポンプ36は揚水井戸16中の汚染物質含有水を汲み上げるポンプである。真空ポンプ36によって揚水井戸16中を汲み上げられた汚染物質含有水は、気液分離タンク26に流入し空気を含む気体と汚染物質含有水とに気液分離される。分離された汚染物質含有水は分離水タンク28に流入して一端貯留される。ついで汚染物質含有水は浄化装置30に流入して浄化が行われる。汚染物質が除去された処理水は汚染土壌2の浄化用処理水として再利用するため、注水タンク32に流入し一旦貯留される。注水タンク32の処理水は注水ポンプ34によって注水井戸14に還流され、土壌浄化システム10を循環する。   The ground side end openings of the water injection well 14 and the pumping well 16 are connected to the purification unit 20 via a pipe 24. The purification unit 20 is arranged in the order of the gas-liquid separation tank 26, the separation water tank 28, the purification device 30, the water injection tank 32, and the water injection pump 34 from the side connected to the pumping well 16. The gas-liquid separation tank 26 has a vacuum pump 36 branched at the side. The vacuum pump 36 is a pump that pumps up pollutant-containing water in the pumping well 16. The pollutant-containing water pumped up in the pumping well 16 by the vacuum pump 36 flows into the gas-liquid separation tank 26 and is gas-liquid separated into air-containing gas and pollutant-containing water. The separated pollutant-containing water flows into the separated water tank 28 and is temporarily stored. Subsequently, the pollutant-containing water flows into the purification device 30 for purification. The treated water from which the pollutants have been removed is reused as the treated water for purification of the contaminated soil 2, and therefore flows into the water injection tank 32 and is temporarily stored. The treated water in the water injection tank 32 is returned to the water injection well 14 by the water injection pump 34 and circulates in the soil purification system 10.

水位計測部18は浄化対象領域11と未浄化領域12との境界近辺の両側に地下水位測定井戸40a、40bを設置してある。地下水位測定井戸40a、40bは地下水位3よりも深くなるように掘削してある。地下水位測定井戸40a、40b内には長手方向に沿って水位センサ42a、42bを挿入してある。水位センサ42a、42bは計測部44a、44bを介して制御手段に接続している。水位計測部18は水位センサ42で地盤1の地下水位を検知し、計測部44で計測したデータを制御手段に送っている。   The water level measurement unit 18 is provided with groundwater level measurement wells 40 a and 40 b on both sides near the boundary between the purification target region 11 and the unpurified region 12. The groundwater level measurement wells 40 a and 40 b are excavated so as to be deeper than the groundwater level 3. Water level sensors 42a and 42b are inserted in the groundwater level measurement wells 40a and 40b along the longitudinal direction. The water level sensors 42a and 42b are connected to the control means via the measuring units 44a and 44b. The water level measuring unit 18 detects the groundwater level of the ground 1 with the water level sensor 42 and sends the data measured by the measuring unit 44 to the control means.

制御手段となる制御装置46は、水位計測部18と注水ポンプ34および真空ポンプ36に接続している。制御装置46は水位計測部18からの計測データに基づいて注水ポンプ34の注水量および真空ポンプ36の揚水量を増減自在に制御している。   A control device 46 serving as a control means is connected to the water level measuring unit 18, the water injection pump 34 and the vacuum pump 36. The control device 46 controls the water injection amount of the water injection pump 34 and the pumping amount of the vacuum pump 36 so as to increase or decrease based on the measurement data from the water level measurement unit 18.

上記構成による土壌浄化システム10は以下に示すように作用する。浄化部20の注水タンク32に貯留した水を注水ポンプ34によって注水井戸14中に圧送する。浄化対象領域11では注水井戸14を中心として水が放射状に浸透する。注水井戸14から流出した水は汚染土壌2を汚染土壌中の有害物質とともに通流する。また、水は注水井戸14から未浄化領域側12へも通流する。未浄化領域12と浄化対象領域11に設置した水位測定井戸40a、40b中の水位計測部18で地下水位を測定する。水位測定井戸40a、40b中に設置した水位センサ42a、42bで地下水位を検知し、計測部44a、44bがこれを測定し制御装置46に測定データが送られる。制御装置46では未浄化領域12の地下水位より浄化対象領域11の地下水位が高くなるようにあらかじめ設定してある。制御装置46は未浄化領域12と浄化対象領域11の測定データを比較して浄化対象領域11の水位が高くなるまで制御装置46に接続する注水ポンプ34に注水井戸14への注水量を増加させる信号を送る。浄化対象領域11から未浄化領域12への注水量が増加すると浄化対象領域11側の地下水位が高くなる。よって、浄化対象領域11から未浄化領域12へ水が通流し、浄化完了領域12側から浄化対象領域11側へ汚染物質を含有する地下水の流入が起こらない。   The soil purification system 10 having the above configuration operates as described below. The water stored in the water injection tank 32 of the purification unit 20 is pumped into the water injection well 14 by the water injection pump 34. In the purification target region 11, water penetrates radially around the water injection well 14. The water that flows out from the water injection well 14 flows through the contaminated soil 2 together with harmful substances in the contaminated soil. Water also flows from the water injection well 14 to the unpurified region side 12. The ground water level is measured by the water level measuring unit 18 in the water level measuring wells 40a and 40b installed in the unpurified region 12 and the purification target region 11. The water level sensors 42 a and 42 b installed in the water level measurement wells 40 a and 40 b detect the groundwater level, and the measurement units 44 a and 44 b measure this and send measurement data to the control device 46. The control device 46 is set in advance so that the groundwater level in the purification target region 11 is higher than the groundwater level in the unpurified region 12. The control device 46 compares the measurement data of the unpurified region 12 and the purification target region 11 and increases the amount of water injected into the water injection well 14 to the water injection pump 34 connected to the control device 46 until the water level of the purification target region 11 becomes high. Send a signal. When the amount of water injection from the purification target region 11 to the unpurified region 12 increases, the groundwater level on the purification target region 11 side increases. Therefore, water flows from the purification target region 11 to the unpurified region 12, and the inflow of groundwater containing a contaminant from the purification completion region 12 side to the purification target region 11 side does not occur.

浄化対象領域11の地下水位が未浄化領域12の地下水位よりも高い測定値を示すと、制御装置46から真空ポンプ36へ汚染物質含有水の揚水信号が送られ汚染物質含有水の揚水が開始される。汚染物質含有水の揚水の際、未浄化領域12と浄化対象領域11の境界近傍に配置した注水井戸14からの注水は図2に示す矢印の流れとなり、未浄化領域12からの汚染物質含有水の流入を阻止できる。浄化部20の真空ポンプ36は揚水井戸16内部を減圧して汚染土壌2を通過した汚染物質含有水を汲み上げる。汲み上げられた汚染物質含有水は気液分離タンク26に供給される。気液分離タンク26では気体と汚染物質含有水の混合溶液を気液分離する。分離された汚染物質含有水は分離水タンク28に貯留される。貯留した汚染物質含有水は浄化装置30に流入する。浄化装置30では汚染物質含有水中に含有された有機物質等の分離除去が行われる。処理後の処理水は注水タンク32に貯留され、汚染土壌の浄化用処理水として再利用される。   When the groundwater level in the purification target region 11 shows a measured value higher than the groundwater level in the unpurified region 12, a pumping signal for pollutant-containing water is sent from the control device 46 to the vacuum pump 36, and pumping of the pollutant-containing water is started. Is done. When the pollutant-containing water is pumped, the water injection from the water injection well 14 arranged in the vicinity of the boundary between the unpurified region 12 and the purification target region 11 becomes the flow of the arrow shown in FIG. Can be prevented. The vacuum pump 36 of the purification unit 20 reduces the pressure inside the pumping well 16 and pumps up the pollutant-containing water that has passed through the contaminated soil 2. The contaminated water containing the pumped water is supplied to the gas-liquid separation tank 26. The gas-liquid separation tank 26 gas-liquid separates the mixed solution of gas and pollutant-containing water. The separated pollutant-containing water is stored in the separated water tank 28. The stored pollutant-containing water flows into the purification device 30. The purification device 30 separates and removes organic substances contained in the pollutant-containing water. The treated water after treatment is stored in the water injection tank 32 and reused as treated water for purification of contaminated soil.

このように浄化対象領域11の中心に揚水井戸16とその周囲に注水井戸14を設置し、浄化対象領域11と見浄化領域12との境界近傍では地下水が浄化対象領域11から未浄化領域12へ流れるようにした。よって、未浄化領域12の汚染物質が浄化対象領域11へ流入することを防止し、対象領域周辺の影響を受けずに浄化対象領域11を効率良く浄化することができる。   In this way, the pumping well 16 and the water injection well 14 are installed at the center of the purification target region 11, and the groundwater is moved from the purification target region 11 to the unpurified region 12 in the vicinity of the boundary between the purification target region 11 and the seen purification region 12. I made it flow. Therefore, it is possible to prevent the contaminants in the unpurified region 12 from flowing into the purification target region 11, and to efficiently purify the purification target region 11 without being influenced by the periphery of the target region.

次に本発明の第2実施形態に係る土壌浄化システムを示す構成概略図を図3に示す。図4は第2実施形態に係る注水手段及び揚水手段の配置平面図である。図3において前述の図1と同一の符号を付した要素は、図1のものと同一の機能を有しており説明を省略する。図3に示すように、浄化対象領域11には隣接する浄化完了領域50がある。浄化完了領域50は汚染土壌を既に浄化処理した領域である。この浄化完了領域50に隣接する浄化対象領域11の浄化処理を行う際に汚染物質含有水が浄化対象領域11から浄化完了領域50へ流出することがあり、浄化完了領域50を汚染してしまう。   Next, the structure schematic which shows the soil purification system which concerns on 2nd Embodiment of this invention is shown in FIG. FIG. 4 is an arrangement plan view of water injection means and pumping means according to the second embodiment. In FIG. 3, elements having the same reference numerals as those in FIG. 1 have the same functions as those in FIG. As shown in FIG. 3, the purification target area 11 has an adjacent purification completion area 50. The purification completion area 50 is an area where the contaminated soil has already been purified. When the purification process of the purification target area 11 adjacent to the purification completion area 50 is performed, the pollutant-containing water may flow out from the purification target area 11 to the purification completion area 50, and the purification completion area 50 is contaminated.

そこで、このような問題を解決するため、浄化対象領域11と浄化完了領域50との境界近傍に注水手段を設置して汚染物質含有水の流入を防止する。すなわち、図4に示すように浄化対象領域11では領域中心に揚水井戸16を掘削し、この揚水井戸16を囲むように注水井戸14を掘削する。また、浄化対象領域11と浄化完了領域50との境界近傍では、浄化対象領域11側に揚水井戸16を配置し浄化完了領域50側に注水井戸14aを配置する。注水井戸14aの上端部は注水ポンプ34aに接続している。注水ポンプ34aは制御装置46に接続している。浄化対象領域11と浄化完了領域50との境界近傍にそれぞれ水位測定井戸40c、40dを地下水位よりも深くなるように掘削してある。地下水位測定井戸40c、40d内には長手方向に沿って水位センサ42c、42dを挿入してある。水位センサ42c、42dは計測部44c、44dを介して制御装置46に接続している。   Therefore, in order to solve such a problem, water injection means is installed in the vicinity of the boundary between the purification target region 11 and the purification completion region 50 to prevent the inflow of contaminant-containing water. That is, as shown in FIG. 4, in the purification target region 11, a pumping well 16 is drilled in the center of the region, and a water injection well 14 is drilled so as to surround the pumped well 16. Further, in the vicinity of the boundary between the purification target region 11 and the purification completion region 50, the pumping well 16 is disposed on the purification target region 11 side, and the water injection well 14a is disposed on the purification completion region 50 side. The upper end of the water injection well 14a is connected to the water injection pump 34a. The water injection pump 34 a is connected to the control device 46. Water level measurement wells 40c and 40d are excavated near the boundary between the purification target region 11 and the purification completion region 50 so as to be deeper than the groundwater level. Water level sensors 42c and 42d are inserted in the groundwater level measurement wells 40c and 40d along the longitudinal direction. The water level sensors 42c and 42d are connected to the control device 46 via the measuring units 44c and 44d.

上記構成による第2実施形態に係る土壌浄化システムは以下に示すように作用する。注水ポンプ34aにより注水タンク32の水を浄化完了領域50に設置した注水井戸14aに圧送する。浄化完了領域50では注水井戸14aを中心として水が放射状に浸透する。また、制御装置46から真空ポンプ36へ揚水信号が送られ汚染物質含有水の揚水が開始される。注水ポンプ34により注水タンク32の水を浄化対象領域11に設置した注水井戸14に圧送する。浄化対象領域11と浄化完了領域50に設置した水位測定井戸40c、40d中の水位センサ42c、42dで地下水位を感知し、計測部44c、44dで測定した計測データが制御装置46に送られる。制御装置46では浄化完了領域50の地下水位が浄化対象領域11の地下水位より高くなるようにあらかじめ設定してある。   The soil purification system according to the second embodiment configured as described above operates as described below. The water in the water injection tank 32 is pumped to the water injection well 14a installed in the purification completion area 50 by the water injection pump 34a. In the purification completion region 50, water penetrates radially around the water injection well 14a. Further, a pumping signal is sent from the control device 46 to the vacuum pump 36, and pumping of the pollutant-containing water is started. The water in the water injection tank 32 is pumped to the water injection well 14 installed in the purification target region 11 by the water injection pump 34. The ground level is detected by the water level sensors 42c and 42d in the water level measuring wells 40c and 40d installed in the purification target region 11 and the purification completion region 50, and the measurement data measured by the measuring units 44c and 44d is sent to the control device 46. In the control device 46, the groundwater level in the purification completion region 50 is set in advance so as to be higher than the groundwater level in the purification target region 11.

制御装置46は浄化完了領域50と浄化対象領域11の測定データを比較して浄化完了領域50の水位が高くなるまで制御装置46に接続する注水ポンプ34aに注水井戸14aへの注水量を増加させる信号を送るとともに、真空ポンプ36に揚水井戸16の揚水量を増加させる信号が送られる。これにより、浄化対象領域11と浄化完了領域50の境界近傍に配置した注水井戸14aからの注水は、図4に示す矢印の流れとなる。浄化対象領域11と浄化完了領域50との境界近傍では、浄化完了領域50から浄化対象領域11へ水が流れ、浄化対象領域11から浄化完了領域50への汚染物質含有水の流入を遮蔽することができる。   The control device 46 compares the measurement data in the purification completion region 50 and the purification target region 11 and increases the amount of water injected into the water injection well 14a in the water injection pump 34a connected to the control device 46 until the water level in the purification completion region 50 becomes high. A signal is sent to the vacuum pump 36 to increase the pumping amount of the pumping well 16. Thereby, the water injection from the water injection well 14a arrange | positioned in the vicinity of the boundary of the purification object area | region 11 and the purification completion area | region 50 becomes a flow of the arrow shown in FIG. In the vicinity of the boundary between the purification target region 11 and the purification completion region 50, water flows from the purification completion region 50 to the purification target region 11, and the inflow of contaminant-containing water from the purification target region 11 to the purification completion region 50 is blocked. Can do.

このように浄化完了領域50に注水手段を設置し、浄化完了領域50の地下水位が高くなるように注水量および揚水量を制御して、浄化完了領域50から浄化対象領域11へ水が流れるようにした。よって、浄化対象領域11から浄化完了領域50への汚染物質含有水の流入を遮蔽し、浄化対象領域11を効率良く浄化できるとともに浄化完了領域50を再汚染するおそれがない。   In this way, the water injection means is installed in the purification completion area 50, and the amount of water injected and the amount of pumped water are controlled so that the groundwater level in the purification completion area 50 becomes high, so that water flows from the purification completion area 50 to the purification target area 11. I made it. Therefore, the inflow of pollutant-containing water from the purification target area 11 to the purification completion area 50 is shielded, so that the purification target area 11 can be efficiently purified and there is no possibility that the purification completion area 50 is recontaminated.

本実施形態に係る土壌浄化システムを示す構成概略図である。It is a composition schematic diagram showing the soil purification system concerning this embodiment. 実施形態に係る注水手段及び揚水手段の配置平面図である。It is an arrangement top view of the water injection means and pumping means concerning an embodiment. 本発明の第2実施形態に係る土壌浄化システムを示す構成概略図である。It is a composition schematic diagram showing the soil purification system concerning a 2nd embodiment of the present invention. 第2実施形態に係る注水手段及び揚水手段の配置平面図である。It is an arrangement top view of the water injection means and pumping means concerning a 2nd embodiment. 従来の注水揚水方法を示す図である。It is a figure which shows the conventional water injection pumping method.

符号の説明Explanation of symbols

1………地盤、2………汚染土壌、3………地下水位、4………注水井戸、5………揚水井戸、6………配管、7………浄化装置、8………揚水ポンプ、9………注水ポンプ、10………土壌浄化システム、11………浄化対象領域、12………未浄化領域、14………注水井戸、16………揚水井戸、18………水位計測部、20………浄化部、24………配管、26………気液分離タンク、28………分離水タンク、30………浄化装置、32………注水タンク、34………注水ポンプ、36………真空ポンプ、40………地下水位測定井戸、42………水位センサ、44………計測部、50………浄化完了領域。

1 ……… Ground, 2 ……… Contaminated soil, 3 ……… Ground water level, 4 ……… Water injection well, 5 ……… Pump well, 6 ……… Piping, 7 ……… Purification device, 8 …… ... Pumping pump, 9 ......... Water injection pump, 10 ......... Soil purification system, 11 ......... Purified area, 12 ......... Unpurified area, 14 ......... Water injection well, 16 ......... Pump well, 18 ......... Water level measuring unit, 20 ......... Purification unit, 24 ......... Piping, 26 ......... Gas-liquid separation tank, 28 ......... Separated water tank, 30 ......... Purification device, 32 ......... Water injection tank 34 ......... Water injection pump, 36 ......... Vacuum pump, 40 ......... Water level measurement well, 42 ......... Water level sensor, 44 ......... Measurement unit, 50 ......... Purification complete area.

Claims (2)

汚染土壌の浄化対象領域の中心に揚水手段とその周囲に注水手段を設置し、前記浄化対象領域に注水し、前記浄化対象領域を通流した汚染物質含有水を揚水し、これを浄化した処理水を、前記浄化対象領域に還流し循環させる土壌の浄化方法において、
前記浄化対象領域に隣接する未浄化対象領域の地下水位を測定し、この計測データに基づいて、前記浄化対象領域の注水量を制御して前記浄化対象領域の地下水位を前記未浄化領域の地下水位より高く設定し、前記浄化対象領域と前記未浄化対象領域との境界近傍で地下水を前記浄化対象領域から前記未浄化対象領域に流すことを特徴とする土壌浄化方法。
Water treatment means is installed at the center of the purification target area of the contaminated soil, and water injection means is installed around the water supply means, water is injected into the purification target area, and the pollutant-containing water flowing through the purification target area is pumped and purified. In the soil purification method for circulating and circulating water to the purification target area,
The groundwater level of the unpurified target area adjacent to the purified target area is measured, and based on this measurement data, the amount of water injected into the purified target area is controlled to set the groundwater level of the purified target area to the groundwater of the unpurified area. The soil purification method is characterized in that groundwater flows from the purification target area to the unpurified target area in the vicinity of the boundary between the purification target area and the unpurified target area.
汚染土壌の浄化対象領域に注水する注水手段と、前記注水手段の水を前記浄化対象領域に通流させ汚染物質含有水としこれを揚水する揚水手段とを備え、前記浄化対象領域の中心に前記揚水手段とその周囲に前記注水手段を設置し、前記汚染物質含有水を浄化して前記注水手段に還流する浄化手段とからなる土壌浄化システムにおいて、前記浄化対象領域とこれに隣接する未浄化領域との地下水位を測定する水位測定手段と、前記水位測定手段の計測データに基づき前記注水手段の注水量を制御して、前記浄化対象領域の地下水位を前記未浄化領域の地下水位よりも高く設定し、前記浄化対象領域と前記未浄化対象領域との境界近傍で地下水を前記浄化対象領域から前記未浄化対象領域に流す制御手段と、を有することを特徴とする土壌浄化システム。   Water injection means for injecting water into the purification target area of the contaminated soil; and water pumping means for pumping water into the purification target area by passing water from the water injection means into the purification target area, and at the center of the purification target area In the soil purification system comprising the pumping means and the water injection means around it, and the purification means for purifying the pollutant-containing water and returning it to the water injection means, the purification target area and the unpurified area adjacent thereto And a water level measuring means for measuring the groundwater level, and controlling the water injection amount of the water injection means based on the measurement data of the water level measuring means, so that the groundwater level in the purification target area is higher than the groundwater level in the unpurified area And a control means for setting and flowing ground water from the purification target area to the unpurified target area in the vicinity of a boundary between the purification target area and the unpurified target area. Stem.
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JP2004082056A (en) * 2002-08-28 2004-03-18 Mitsubishi Materials Corp Soil cleaning method by trench engineering method

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