JP2002021465A - Contaminated groundwater collecting system - Google Patents

Contaminated groundwater collecting system

Info

Publication number
JP2002021465A
JP2002021465A JP2000201658A JP2000201658A JP2002021465A JP 2002021465 A JP2002021465 A JP 2002021465A JP 2000201658 A JP2000201658 A JP 2000201658A JP 2000201658 A JP2000201658 A JP 2000201658A JP 2002021465 A JP2002021465 A JP 2002021465A
Authority
JP
Japan
Prior art keywords
groundwater
contaminated
well
collecting
area
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2000201658A
Other languages
Japanese (ja)
Inventor
Shinichi Ozaki
慎一 尾崎
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 Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
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 Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2000201658A priority Critical patent/JP2002021465A/en
Publication of JP2002021465A publication Critical patent/JP2002021465A/en
Pending legal-status Critical Current

Links

Landscapes

  • Processing Of Solid Wastes (AREA)
  • Physical Water Treatments (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a contaminated groundwater collecting system which is formed under an improved collection well and carries out efficient collection of contaminated groundwater. SOLUTION: According to the contaminated groundwater collecting system 3, the collection well is arranged in a contaminated area 10 to collect groundwater. The groundwater is then transferred to a purifier to be rendered harmless, and thereafter drained. Collection of groundwater is carried out by the collection well consisting of vertical wells 1 and 2 dug at predetermined locations in the contaminated area, and horizontal wells 7 connected to the vertical wells and extending toward contaminated ground zones in the contaminated area. As a result, the contaminated ground water in a wide range is efficiently collected as planned, to thereby achieve detoxification treatment of the contaminated groundwater with high efficiency.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、汚染地下水の集水
システムに関し、特に、改良された集水井戸の下に構成
されて、汚染地下水の効率的な揚水を可能にする汚染地
下水の集水システムに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a system for collecting contaminated groundwater, and more particularly, to a system for collecting contaminated groundwater which is constructed under an improved water collection well to enable efficient pumping of contaminated groundwater. About the system.

【0002】[0002]

【従来の技術】土地は、本来的に植物の生産や建造物等
を支持する担体として、さらには水質浄化、地下水涵養
の担手として重要な位置を占めており、常に健全な状態
の維持を求められている。
2. Description of the Related Art Land is occupying an important position as a carrier that supports plant production and buildings, as well as a person responsible for water purification and groundwater recharge, and always maintains a healthy state. It has been demanded.

【0003】しかして、近年になって土地にも土壌・地
下水の汚染が指摘されており、これらを浄化する手法と
して高度の技術と経験が求められてきた。土地における
土壌・地下水の汚染は、汚染物質がタンクから流出した
り廃棄物の埋立地から土壌に浸透することによって発生
するものであって、これらの物質が不飽和層の土壌に滞
留したり、飽和層の土壌に滞留したり地下水に浸透して
溶解し、さらには不透水層の上端に堆積することで、土
地が本来的に求められている健全な状態を破壊して人の
健康にまで悪影響を与える事態に発展している。
[0003] In recent years, however, soil and groundwater contamination has been pointed out on land, and advanced techniques and experience have been required as a method for purifying these. Soil and groundwater pollution on land is caused by pollutants flowing out of tanks and penetrating the soil from waste landfills, and these substances can accumulate in unsaturated soil, By staying in the soil of the saturated layer or dissolving by penetrating into the groundwater, and accumulating at the top of the impermeable layer, the land is destroyed in the originally required healthy state, and even human health The situation has been adversely affected.

【0004】汚染物質の中でも、1.1.1−トリクロ
ロエタン、トリクロロエチレン、テトラクロロエチレン
等の揮発性有機化合物やシアン化合物、六価クロム等の
重金属類は、環境基準としても注目されているが、液状
の状態で土壌中を通って飽和層に浸透して、地下水中に
溶け込んで流れ方向に拡散したり、不透水層の上端に高
濃度の状態で堆積していることで、汚染処理のためには
地下水に対する処置が重要になっている。
Among the pollutants, volatile organic compounds such as 1.1.1-trichloroethane, trichloroethylene, and tetrachloroethylene, and heavy metals such as cyanide compounds and hexavalent chromium have attracted attention as environmental standards. It penetrates into the saturated layer through the soil in the state, dissolves in the groundwater and diffuses in the flow direction, or is deposited at the upper end of the water-impermeable layer in a high concentration state. Treatment of groundwater has become important.

【0005】従来の地下水処理は、図4にその代表例を
示すように、汚染区域下部に設けた立て穴井戸から地下
水40を揚水し、これをポンプ41で曝気装置42に供
給して曝気することによって地下水の汚染除去を行って
いる。
In the conventional groundwater treatment, as shown in a typical example in FIG. 4, groundwater 40 is pumped from a vertical well provided at the lower part of a contaminated area, and supplied to an aerator 42 by a pump 41 for aeration. In this way, groundwater is decontaminated.

【0006】この際に発生する汚染物質を含んだ排ガス
は、ブロアー43によってガス処理装置44に移送さ
れ、活性炭吸着、加熱脱着、紫外線による無害化処置を
受けて大気中に排気45されている。
The exhaust gas containing the pollutants generated at this time is transferred to a gas treatment device 44 by a blower 43 and subjected to activated carbon adsorption, heat desorption, and detoxification treatment by ultraviolet rays, and is exhausted 45 into the atmosphere.

【0007】[0007]

【発明が解決しようとする課題】これらの地下水処理に
おいて、地下水を処理している曝気装置等の浄化装置に
関しては、その開発、改善を積極的に行ってきたこと
で、上述のようにほぼ確立しているが、処理の対象であ
る地下水の揚水に関しては、改善すべき問題点を抱えて
いる。
In these groundwater treatments, purifying devices such as aeration devices for treating groundwater have been substantially developed and improved as described above due to their active development. However, there is a problem to be solved regarding the pumping of groundwater to be treated.

【0008】即ち、従来における地下水の揚水は、汚染
されていると推測される区域の地盤中に複数の立て穴井
戸を掘削して汚染水を揚水するのが一般的であった。し
かるに、透水性の良い地層からの揚水は比較的容易であ
るが、透水性の悪い地層からの地下水の揚水は極めて困
難であり、揚水される揚水影響半径も小さくなることか
ら、汚染区域内に多くの立て穴井戸を設けることになっ
て、施工コストの増大や工期の長期化を生じていた。
That is, in the conventional pumping of groundwater, generally, a plurality of vertical wells are drilled in the ground of an area presumed to be contaminated to pump contaminated water. However, pumping from a highly permeable stratum is relatively easy, but pumping groundwater from a poorly permeable stratum is extremely difficult, and the pumped radius of pumped water is small. As a result of providing many vertical wells, the construction cost has increased and the construction period has been lengthened.

【0009】このために、所望の各地層から汚染地下水
を効率良く揚水できる施工方法の開発が求められてい
た。
For this reason, there has been a demand for the development of a construction method capable of efficiently pumping contaminated groundwater from desired layers.

【0010】本発明は、これらの事情に鑑みて、汚染地
下水を効率良く揚水するために提案するものであり、改
良された集水井戸の下に構成されて、汚染地下水の効率
的な揚水を可能にする汚染地下水の集水システムを提供
している。
The present invention has been made in view of the above circumstances, and proposes to efficiently pump contaminated groundwater. The present invention is configured under an improved catchment well to provide efficient pumping of contaminated groundwater. It provides a contaminated groundwater collection system that enables it.

【0011】[0011]

【課題を解決するための手段】本発明による汚染地下水
の集水システムは、基本的に、揮発性有機化合物や重金
属類によって汚染された汚染区域の地盤中に集水井戸を
設けて汚染地下水を集水する汚染地下水の集水システム
であって、汚染区域の所定の位置に設けられる立て井戸
と、立て井戸に接続して汚染区域内の汚染域地盤に向け
て伸長する水平井戸とから構成される集水井戸で地下水
を集水し、具体的には、水平井戸を立て井戸の任意の深
さと方向に配置し、所定の長さに構成することを特徴と
しており、広範囲の汚染地下水を計画に沿って効率的に
揚水して、汚染地下水の無害化処理を高効率で達成して
いる。
The system for collecting contaminated groundwater according to the present invention basically comprises installing a collecting well in the ground of a contaminated area contaminated by volatile organic compounds and heavy metals to collect contaminated groundwater. A water collecting system for collecting contaminated groundwater, comprising a vertical well provided at a predetermined position in a polluted area, and a horizontal well connected to the vertical well and extending toward the contaminated area ground in the polluted area. Groundwater is collected by a collecting well, and more specifically, horizontal wells are set up and arranged at an arbitrary depth and direction of the wells, and are constructed to a predetermined length. The water is efficiently pumped along the route, and the detoxification of contaminated groundwater is achieved with high efficiency.

【0012】[0012]

【発明の実施の形態】本発明による汚染地下水の集水シ
ステムは、揮発性有機化合物や重金属類によって汚染さ
れた汚染区域の所定の位置に設けられる立て井戸と、立
て井戸に接続して汚染区域内の汚染域に向けて伸長する
水平井戸とから構成される集水井戸で汚染区域地盤の地
下水を集水しており、これを浄化施設に移送して無害化
した後に排水することで、汚染地下水の無害化処理を効
率化している。以下に、汚染対象物質を揮発性有機化合
物にした場合の実施の形態について、図面に基づいて詳
細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION A contaminated groundwater collecting system according to the present invention comprises a standing well provided at a predetermined position in a contaminated area contaminated by volatile organic compounds and heavy metals, and a contaminated area connected to the standing well. The groundwater in the contaminated area is collected by a collection well consisting of a horizontal well extending toward the contaminated area inside the area.The water is transferred to a purification facility, detoxified, and then drained. The detoxification of groundwater has been made more efficient. An embodiment in which a pollutant is a volatile organic compound will be described below in detail with reference to the drawings.

【0013】図1は、本発明による汚染地下水の集水シ
ステムの実施形態を示す平面図である。
FIG. 1 is a plan view showing an embodiment of a contaminated groundwater collecting system according to the present invention.

【0014】地下水の汚染区域10には、汚染の程度と
地下の水流等を勘案して複数の立て井戸1、2が設けら
れている。後述するように、立て井戸には所定の方向と
距離まで放射状に配置されている複数の水平井戸7が接
続されており、各層の土壌に包含されていて水平井戸7
に透過してくる汚染地下水が立て井戸に集められてい
る。
The groundwater contaminated area 10 is provided with a plurality of vertical wells 1 and 2 in consideration of the degree of contamination and the flow of underground water. As will be described later, a plurality of horizontal wells 7 radially arranged to a predetermined direction and distance are connected to the vertical well, and the horizontal wells 7 are included in the soil of each layer.
Contaminated groundwater permeating through the river is collected in a vertical well.

【0015】立て井戸の汚染地下水は、図示されていな
いポンプによって揚水されて地上に設置されている浄化
施設3に移送されており、地下水は浄化施設3において
曝気処理されて排水され、曝気処理によって発生した汚
染排ガスは、ガス処理装置等で無害化処理をされた後に
大気中に排気されている。
The contaminated groundwater in the vertical well is pumped up by a pump (not shown) and transferred to a purification facility 3 installed on the ground. The groundwater is aerated in the purification facility 3 and drained. The generated polluted exhaust gas is exhausted to the atmosphere after being rendered harmless by a gas treatment device or the like.

【0016】図2は、本発明による立て井戸を中心に示
す同様の縦断面図である。本発明による立て井戸1は、
所定の径と適当な深さになるように深礎工法によって掘
削されている。立て井戸1は、場合によって汚染層以外
の地盤に裏込用の薬液を注入しており、これによって、
周辺からの漏水を防止することで目的にしている汚染地
下水のみを集水できるように構成している。
FIG. 2 is a similar longitudinal sectional view mainly showing a vertical well according to the present invention. The vertical well 1 according to the present invention
It is excavated by the deep foundation method to have a predetermined diameter and an appropriate depth. In some cases, the vertical well 1 injects a backfill chemical into the ground other than the contaminated layer.
It is designed to collect only the target contaminated groundwater by preventing water leakage from the surrounding area.

【0017】立て井戸1の孔壁5には、複数の集水孔6
が設けられている。集水孔6は、汚染区域10の地盤を
構成している、不飽和層、飽和層のような各地層と各層
に包含されている地下水の分布状態に合わせて深さ方向
の位置を決定しており、円周方向の形成位置は、汚染区
域における地下水の分布状態と汚染状況に対応させて配
置間隔を決定し、同時に接続する水平井戸7の伸長方向
を設定している。
In the hole wall 5 of the vertical well 1, a plurality of water collecting holes 6 are provided.
Is provided. The water collecting hole 6 determines the position in the depth direction in accordance with the distribution of groundwater contained in each layer and each layer such as an unsaturated layer and a saturated layer which constitute the ground of the contaminated area 10. The formation position in the circumferential direction is determined in accordance with the distribution state of the groundwater in the polluted area and the polluted state, and the extending direction of the horizontal well 7 to be connected at the same time is set.

【0018】上記集水孔6に接続して、所定の方向に水
平状態で伸長するように掘削されている水平井戸7は、
図3に断面図で示すように、細孔もしくは細隙を設けた
ストレーナ管8を芯材にして、その周囲を耐圧ドレーン
9で被覆した形状に構成されている。
A horizontal well 7 connected to the water collecting hole 6 and excavated so as to extend horizontally in a predetermined direction,
As shown in the cross-sectional view of FIG. 3, the strainer tube 8 is provided with a strainer tube 8 provided with pores or slits as a core material, and the periphery thereof is covered with a pressure-resistant drain 9.

【0019】ストレーナ管8は、材質をステンレス製に
しているが、地下水汚染の対象物質やその濃度に合わせ
て、ステンレス管の他に鋼管、塩化ビニール管等を適宜
選択することができる。又、耐圧ドレーン9は、水平井
戸の孔壁を安定させると共にストレーナ管8の目詰まり
を防止するために設けるものであるから、同様の機能を
備えているものであれば市販の材質のもので対応するこ
とができる。
The strainer pipe 8 is made of stainless steel. However, in addition to the stainless steel pipe, a steel pipe, a vinyl chloride pipe, or the like can be appropriately selected according to the target substance of groundwater contamination and its concentration. Since the pressure-resistant drain 9 is provided to stabilize the hole wall of the horizontal well and to prevent the strainer tube 8 from being clogged, a commercially available material having the same function is used. Can respond.

【0020】これによって、地盤中に分布している汚染
された地下水11は、敷設された水平井戸7に容易に透
過して来ることになり、水平井戸7を伝って容易に流動
して、立て井戸1、2に効率よく集水される。
As a result, the contaminated groundwater 11 distributed in the ground easily penetrates into the laid horizontal well 7, flows easily along the horizontal well 7, and stands upright. Water is efficiently collected in wells 1 and 2.

【0021】立て井戸1、2に集水された地下水11
は、ポンプ12によって揚水され、浄化施設3に移送さ
れる。
Groundwater 11 collected in the vertical wells 1 and 2
Is pumped by the pump 12 and transferred to the purification facility 3.

【0022】浄化施設3は、従来の施設と同様に構成さ
れている。従って、ポンプ12で揚水された地下水11
は、貯蔵タンク13に一旦蓄積されるが、所定の処理量
が排水ポンプ14によって汲み上げられて曝気装置15
に供給される。
The purification facility 3 is configured similarly to a conventional facility. Therefore, the groundwater 11 pumped by the pump 12
Is temporarily stored in the storage tank 13, but a predetermined processing amount is pumped up by the drainage pump 14 and the aeration device 15
Supplied to

【0023】曝気装置15で処理された地下水は、処理
水として施設外に排水されるが、汚染地下水から発生す
る汚染物質を含んだ排ガスは、ブロアー16によってガ
ス処理装置17に移送され、活性炭吸着、加熱脱着、紫
外線によって無害化されて大気中に排気18されてい
る。
The groundwater treated by the aeration device 15 is discharged to the outside of the facility as treated water. The exhaust gas containing pollutants generated from the contaminated groundwater is transferred to the gas treatment device 17 by the blower 16 and adsorbed by activated carbon. , Heated and desorbed, and rendered harmless by ultraviolet rays and exhausted to the atmosphere 18.

【0024】以上のように、本発明による汚染地下水の
集水システムは、集水井戸を汚染区域の所定の位置に設
けられる立て井戸と、立て井戸に接続して汚染区域内の
汚染域地盤に向けて伸長する水平井戸とから構成し、水
平井戸を立て井戸の任意の深さと方向に配置し、所定の
長さにしているので、汚染区域における処理目標の地下
水を確実、かつ容易に集水しており、汚染地下水の無害
化処理を高効率化している。
As described above, the water collecting system for contaminated groundwater according to the present invention has a collecting well provided at a predetermined position in the contaminated area, and connected to the standing well to form a contaminated area ground in the contaminated area. Horizontal wells that extend toward the ground, and the horizontal wells are arranged at arbitrary depths and directions of the wells and have a predetermined length, so the groundwater to be treated in the contaminated area can be collected reliably and easily. The efficiency of detoxification of contaminated groundwater has been improved.

【0025】以上、本発明を実施の形態に基づいて詳細
に説明してきたが、本発明による汚染地下水の集水シス
テムは、上記実施の形態に何ら限定されるものでなく、
各井戸の施工方法、井戸の形状及び処理の具体的な構造
に関して、本発明の趣旨を逸脱しない範囲において種々
の変更が可能であることは当然のことである。
As described above, the present invention has been described in detail based on the embodiments. However, the system for collecting contaminated groundwater according to the present invention is not limited to the above embodiments.
It goes without saying that various changes can be made to the construction method of each well, the shape of the well, and the specific structure of the treatment without departing from the spirit of the present invention.

【0026】[0026]

【発明の効果】本発明による汚染地下水の集水システム
は、揮発性有機化合物や重金属類によって汚染された汚
染区域の地盤中に集水井戸を設けて地下水を集水する汚
染地下水の集水システムであって、汚染区域の所定の位
置に設けられる立て井戸と、立て井戸に接続して汚染区
域内の汚染域地盤に向けて伸長する水平井戸とから構成
される集水井戸で地下水を集水し、水平井戸を立て井戸
の任意の深さと方向に配置し、所定の長さに構成するこ
とを特徴としているので、広範囲の汚染地下水を計画に
沿って目的の地層及び深さの汚染地下水を的確、かつ効
率的に集水することで、汚染地下水の無害化処理を高効
率で達成する効果を発揮している。
The contaminated groundwater collecting system according to the present invention is a contaminated groundwater collecting system for collecting groundwater by installing a collecting well in the ground of a contaminated area contaminated by volatile organic compounds and heavy metals. And collecting groundwater at a collecting well composed of a vertical well provided at a predetermined position in the contaminated area and a horizontal well connected to the vertical well and extending toward the contaminated area ground in the contaminated area. Horizontal wells are arranged at arbitrary depths and directions of the wells and are constructed to a predetermined length, so that a wide range of contaminated groundwater can be collected according to the plan. By collecting water accurately and efficiently, it has the effect of achieving highly efficient detoxification of contaminated groundwater.

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

【 図1】本発明による地下水の集水システムを示す平
面図
FIG. 1 is a plan view showing a groundwater collecting system according to the present invention.

【 図2】本発明による地下水の集水システムを示す部
分縦断面図
FIG. 2 is a partial longitudinal sectional view showing a groundwater collecting system according to the present invention.

【 図3】本発明による地下水の集水システムの水平井
戸を示す断面図
FIG. 3 is a sectional view showing a horizontal well of the groundwater collecting system according to the present invention.

【 図4】従来の地下水の集水システムを示す概要図FIG. 4 is a schematic diagram showing a conventional groundwater collecting system.

【符号の説明】[Explanation of symbols]

1、2立て井戸、 3 浄化施設、 5 孔壁、 6
集水孔、7 水平井戸、 8 ストレーナ管、 9 耐
圧ドレーン、10 汚染区域、11 地下水、 12
ポンプ、 13 貯蔵タンク、14 排水ポンプ、 1
5 曝気装置、 16 ブロアー、17 ガス処理装
置、 18 排気、40 地下水、 41 ポンプ、
42 曝気装置、 43 ブロアー、44 ガス処理装
置、 45 排気、
1, 2 vertical wells, 3 purification facilities, 5 hole walls, 6
Drainage hole, 7 horizontal well, 8 strainer tube, 9 pressure-resistant drain, 10 polluted area, 11 groundwater, 12
Pumps, 13 storage tanks, 14 drainage pumps, 1
5 aeration device, 16 blower, 17 gas treatment device, 18 exhaust, 40 groundwater, 41 pump,
42 aeration device, 43 blower, 44 gas treatment device, 45 exhaust,

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 汚染区域の地盤中に集水井戸を設けて汚
染地下水を集水する汚染地下水の集水システムであっ
て、汚染区域の所定の位置に設けられる立て井戸と、該
立て井戸に接続して汚染区域内の汚染域の地盤に向けて
伸長する水平井戸とから構成される集水井戸で汚染地下
水を集水することを特徴とする汚染地下水の集水システ
ム。
1. A contaminated groundwater collecting system for collecting contaminated groundwater by providing a collecting well in the ground of a contaminated area, comprising: a standing well provided at a predetermined position in the contaminated area; A contaminated groundwater collecting system, wherein contaminated groundwater is collected by a collecting well composed of a horizontal well extending to the contaminated area ground in the contaminated area.
【請求項2】 水平井戸が、立て井戸の所定の深さと方
向に配置され、所定の長さに構成されることを特徴とす
る請求項1に記載の汚染地下水の集水システム。
2. The system for collecting contaminated groundwater according to claim 1, wherein the horizontal wells are arranged at a predetermined depth and direction of the vertical well and have a predetermined length.
JP2000201658A 2000-07-03 2000-07-03 Contaminated groundwater collecting system Pending JP2002021465A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000201658A JP2002021465A (en) 2000-07-03 2000-07-03 Contaminated groundwater collecting system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000201658A JP2002021465A (en) 2000-07-03 2000-07-03 Contaminated groundwater collecting system

Publications (1)

Publication Number Publication Date
JP2002021465A true JP2002021465A (en) 2002-01-23

Family

ID=18699312

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000201658A Pending JP2002021465A (en) 2000-07-03 2000-07-03 Contaminated groundwater collecting system

Country Status (1)

Country Link
JP (1) JP2002021465A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011099212A (en) * 2009-11-04 2011-05-19 Takenaka Komuten Co Ltd Method for installing well, and the well
KR101874562B1 (en) * 2017-01-04 2018-07-04 주식회사 포스코건설 Linkage system for water resources

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011099212A (en) * 2009-11-04 2011-05-19 Takenaka Komuten Co Ltd Method for installing well, and the well
KR101874562B1 (en) * 2017-01-04 2018-07-04 주식회사 포스코건설 Linkage system for water resources
WO2018128416A1 (en) * 2017-01-04 2018-07-12 주식회사 포스코건설 Water resource linkage system using auxiliary water sources

Similar Documents

Publication Publication Date Title
JP3728510B2 (en) Soil pollution countermeasure method and soil pollution countermeasure system
EP1361002A2 (en) Method and apparatus for purifying a layer of contaminated soil
CN104724818B (en) A kind of carbon tetrachloride piece-rate system and separating technology thereof
JP5205010B2 (en) In-situ purification method for contaminated groundwater
JP4726635B2 (en) Sparging well and soil purification system
CN113500091A (en) Heavy metal contaminated soil and underground water repairing system and repairing method
JP2008188478A (en) Method and system for purifying polluted soil
JP4398699B2 (en) In-situ purification system for contaminated groundwater
JP3051047B2 (en) Purification method and purification system for contaminated soil using soil microorganisms
JP2002021465A (en) Contaminated groundwater collecting system
JP2006289300A (en) Purification method and apparatus of soil
JP3930785B2 (en) Contaminated strata purification method and polluted strata purification system used therefor
JP4375592B2 (en) Soil and groundwater purification methods
JP3975426B2 (en) Contamination purification system for volatile organic compounds and its operation method
JP3153956B2 (en) Groundwater intake device, circulating water treatment method, and circulating water treatment device
CN205856279U (en) One is volatile organic matter segregation apparatus be applicable to Treated sewage reusing
KR100377911B1 (en) Integrated treatment facilities for remediation of mobile contaminants of soil and groundwater by the direction of flowpath, and it's installation metnod
JP3641749B2 (en) Soil and groundwater purification methods
JP2004154670A (en) Method for cleaning contaminated soil
JP2003181436A (en) Structure for underground decontamination and engineering method for underground decontamination
JP3182631B2 (en) Septic tank
JP5545971B2 (en) Soil purification method
JP2010005516A (en) Penetration type purification method for soil, river, and polluted water
KR200198030Y1 (en) Integrated treatment facilities for remediation of mobile contaminants of soil and groundwater by the direction of flowpath
JP3830606B2 (en) Purification method for contaminated ground

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20040330