JP2006026551A - Contaminated soil decontaminating method - Google Patents

Contaminated soil decontaminating method Download PDF

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JP2006026551A
JP2006026551A JP2004210333A JP2004210333A JP2006026551A JP 2006026551 A JP2006026551 A JP 2006026551A JP 2004210333 A JP2004210333 A JP 2004210333A JP 2004210333 A JP2004210333 A JP 2004210333A JP 2006026551 A JP2006026551 A JP 2006026551A
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contaminated soil
anaerobic
polymer
soil
contaminated
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Hiromoto Ogata
浩基 緒方
Mizuyo Yomoto
瑞世 四本
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Obayashi Corp
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Obayashi Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a contaminated soil decontaminating method by which soil contaminated with organic chlorine compounds that are decomposable by anaerobic microorganisms is decontaminated at an original position. <P>SOLUTION: The method for decontaminating soil contaminated with the organic chlorine compounds that are decomposable by the anaerobic microorganisms at the original position comprises a process A in which a high molecular absorbent with a hydrophilic group is poured into the contaminated soil to cut off invasion of air into the contaminated soil and thereby the place is made to be in an anaerobic state and a process B in which an anaerobic microorganism decomposition accelerator for promoting decomposition of the organic chlorine compounds by the anaerobic microorganisms is poured into the contaminated soil. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、嫌気性微生物によって分解可能な有機塩素化合物に汚染された土壌を原位置で浄化する方法に関する。   The present invention relates to a method for in-situ purification of soil contaminated with organochlorine compounds that can be decomposed by anaerobic microorganisms.

有機塩素化合物であるテトラクロロエチレン、トリクロロエチレン、ジクロロエチレンは、金属類の脱脂・洗浄、ドライクリーニングの洗浄、冷媒等に用いられ、産業上の利用価値は高いが、人体にとっては肝障害や腎障害等を引き起こす有害物質となる。その為、これら有機塩素化合物による土壌や地下水汚染は深刻な社会問題となっている。   Tetrachloroethylene, trichlorethylene, and dichloroethylene, which are organochlorine compounds, are used in the degreasing and washing of metals, washing in dry cleaning, refrigerants, etc., and have high industrial utility value, but cause liver damage and kidney damage for the human body. It becomes a harmful substance. Therefore, soil and groundwater contamination by these organochlorine compounds is a serious social problem.

これら有機塩素化合物を分解し、汚染された土壌や地下水を浄化するための技術が多数存在し、その一つが汚染された土壌及び地下水を嫌気性微生物による還元的脱塩素化処理によって浄化する方法である。これは、汚染された土壌及び地下水に存在する嫌気性微生物を用いて有機塩素化合物の塩素を水素に置換することで汚染された土壌及び地下水を浄化する方法である(例えば、特許文献1又は2)。   There are many technologies for decomposing these organochlorine compounds and purifying contaminated soil and groundwater, one of which is a method of purifying contaminated soil and groundwater by reductive dechlorination treatment by anaerobic microorganisms. is there. This is a method for purifying contaminated soil and groundwater by substituting chlorine of an organic chlorine compound with hydrogen using anaerobic microorganisms present in the contaminated soil and groundwater (for example, Patent Document 1 or 2). ).

このような嫌気性微生物による還元的脱塩素化処理は、飽和帯(本明細書では、地下水が飽和の状態で存在し、空気の侵入を防ぐため嫌気状態になっている帯域)を意味する。)の土壌にしか適用できない。なぜなら、不飽和帯(本明細書では、「地下水が不飽和の状態で存在し、空気等が存在する間隙がある帯域」を意味する。)の土壌では、嫌気状態になりにくいからである。
特開平10−216694号公報 特開2000−263032号公報
Such reductive dechlorination treatment by anaerobic microorganisms means a saturation zone (in this specification, a zone in which groundwater exists in a saturated state and is in an anaerobic state to prevent air intrusion). It can only be applied to soils). This is because soil in an unsaturated zone (which means “a zone where groundwater exists in an unsaturated state and there is a gap in which air and the like exist”) is not easily anaerobic.
JP-A-10-216694 JP 2000-263032 A

しかしながら、汚染土壌の飽和帯と不飽和帯とを区別するには、その土壌の各地点及び地層における粒度や透水性を測定する必要があって容易ではなく、仮に区別できたとしても経費と時間がかかる。   However, it is not easy to distinguish between saturated and unsaturated zones of contaminated soil because it is not easy to measure the particle size and water permeability at each point and stratum of the soil. It takes.

この問題を解決するために、本発明は、土壌の飽和帯と不飽和帯を区別することなく、嫌気性微生物によって分解可能な有機塩素化合物に汚染された土壌を原位置で浄化する汚染土壌浄化方法を提供することを目的とする。   In order to solve this problem, the present invention aims to purify contaminated soil by purifying soil contaminated with organochlorine compounds that can be decomposed by anaerobic microorganisms without distinguishing between saturated and unsaturated zones of the soil. It aims to provide a method.

上記問題を解決すべく、本発明に係る汚染土壌浄化方法は、嫌気性微生物によって分解可能な有機塩素化合物に汚染された土壌を原位置で浄化する方法であって、親水性基を有する高分子吸収体を前記汚染された土壌に注入し、前記汚染された土壌中への空気の侵入を遮断することで、その場所を嫌気状態にする工程Aと、前記嫌気性微生物による前記有機塩素化合物の分解を促進するための嫌気性微生物分解促進剤を前記汚染された土壌に注入する工程Bと、を含む。なお、前記高分子吸収体に前記嫌気性微生物分解促進剤を含有させて、前記汚染された土壌中に注入することにより、工程Aと工程Bとを一緒に行ってもよい。また、上記汚染土壌浄化方法は、前記高分子吸収体を注入した土壌に、前記高分子吸収体を膨潤させるための水溶液を注入する工程Cを、さらに含んでもよい。さらに、本発明に係る汚染土壌浄化方法は、前記水溶液に前記高分子吸収体と前記嫌気性微生物分解促進剤を含有させて、前記汚染された土壌中に注入することにより、工程Aと工程Bと工程Cとを一緒に行ってもよい。なお、複数の工程を一緒に行うとは、各工程が時間的に完全に又は一部重複して行われることを意味する。ただし、複数の工程は独立に複数の作業により行ってもよいが、一度の作業で行ってもよい。後者の例としては、複数の異なる物を用いて同じ作業を行う場合、それら複数の物を混合して、一度の作業で複数の工程を行ってもよい。   In order to solve the above problem, a contaminated soil purification method according to the present invention is a method for purifying soil contaminated with an organic chlorine compound decomposable by anaerobic microorganisms in situ, and a polymer having a hydrophilic group Injecting the absorber into the contaminated soil and blocking the entry of air into the contaminated soil, thereby making the place anaerobic, and the organochlorine compound of the anaerobic microorganism Injecting an anaerobic microbial degradation promoter for promoting degradation into the contaminated soil. In addition, you may perform the process A and the process B together by making the said polymer absorber contain the said anaerobic microbial degradation promoter, and inject | pouring into the said contaminated soil. The contaminated soil purification method may further include a step C of injecting an aqueous solution for swelling the polymer absorber into the soil into which the polymer absorber has been injected. Furthermore, in the contaminated soil purification method according to the present invention, the aqueous solution contains the polymer absorber and the anaerobic microbial degradation accelerator, and the mixture is injected into the contaminated soil. And step C may be performed together. Note that performing a plurality of steps together means that each step is performed completely or partially overlapping in time. However, a plurality of steps may be performed independently by a plurality of operations, but may be performed by a single operation. As an example of the latter, when performing the same operation using a plurality of different objects, the plurality of objects may be mixed and a plurality of steps may be performed in a single operation.

上記いずれの汚染土壌浄化方法においても、前記高分子吸収体を前記汚染された土壌に注入する前に、予め前記高分子吸収体の粘性を増加させておいてもよい。また、前記高分子吸収体と前記嫌気性微生物分解促進剤を含有した前記水溶液を土壌に注入する前に、予め前記水溶液の粘性を増加させておいてもよい。   In any of the above contaminated soil purification methods, the viscosity of the polymer absorber may be increased in advance before the polymer absorber is injected into the contaminated soil. Further, the viscosity of the aqueous solution may be increased in advance before the aqueous solution containing the polymer absorbent and the anaerobic microbial degradation accelerator is poured into soil.

なお、上記のいずれの汚染土壌浄化方法においても、前記嫌気性微生物分解促進剤は、前記有機塩素化合物の塩素を水素に置換する還元的脱塩素化を促進するために必要な前記水素を提供する水素供与体であることが好ましく、前記高分子吸収体が生分解性であることが好ましい。   In any of the above contaminated soil purification methods, the anaerobic microbial degradation promoter provides the hydrogen necessary to promote reductive dechlorination that replaces chlorine in the organochlorine compound with hydrogen. A hydrogen donor is preferred, and the polymer absorber is preferably biodegradable.

本発明により、土壌の飽和帯と不飽和帯を区別することなく、嫌気性微生物によって分解可能な有機塩素化合物に汚染された土壌を原位置で浄化する土壌浄化方法を提供できる。   INDUSTRIAL APPLICABILITY According to the present invention, it is possible to provide a soil purification method that purifies soil contaminated with an organic chlorine compound that can be decomposed by anaerobic microorganisms in situ without distinguishing between a saturated zone and an unsaturated zone of the soil.

以下、本発明の好ましい実施の形態につき、詳細に説明する。なお、本発明の目的、特徴、利点、及びそのアイデアは、本明細書の記載により、当業者には明らかであり、本明細書の記載から、当業者であれば、容易に本発明を再現できる。以下に記載された発明の実施の形態などは、本発明の好ましい実施態様を示すものであり、例示又は説明のために示されているのであって、本発明をそれらに限定するものではない。本明細書で開示されている本発明の意図並びに範囲内で、本明細書の記載に基づき、様々な改変並びに修飾ができることは、当業者にとって明らかである。   Hereinafter, a preferred embodiment of the present invention will be described in detail. The objects, features, advantages, and ideas of the present invention will be apparent to those skilled in the art from the description of the present specification, and those skilled in the art can easily reproduce the present invention from the description of the present specification. it can. The embodiments of the present invention described below show preferred embodiments of the present invention, and are shown for illustration or explanation, and the present invention is not limited to them. It will be apparent to those skilled in the art that various modifications and variations can be made based on the description of the present specification within the spirit and scope of the present invention disclosed herein.

===汚染土壌浄化方法===
嫌気性微生物によって分解可能な有機塩素化合物に汚染された土壌の不飽和帯を原位置で浄化する方法においては、以下の工程を実施する。
=== Contaminated soil purification method ===
In the method of purifying the unsaturated zone of soil contaminated with organochlorine compounds that can be decomposed by anaerobic microorganisms, the following steps are carried out.

まず、工程Aでは、親水性基を有する高分子吸収体を汚染土壌に注入し、汚染土壌中への空気の侵入を遮断することで、その場所を嫌気状態にする。この工程では、原位置(本明細書では、「汚染された土壌の場所」を意味する)において浄化する範囲及びその周辺に高分子吸収体を注入する。土壌中に十分な水分があれば、注入された高分子吸収体は、汚染土壌中の水分を吸収して膨潤することで、その膨潤した場所の空気の侵入を遮断して嫌気状態を作製する。   First, in the process A, the polymer absorber having a hydrophilic group is injected into the contaminated soil to block the intrusion of air into the contaminated soil, thereby making the place anaerobic. In this step, the polymer absorbent is injected into and around the area to be purified at the original position (in the present specification, “contaminated soil location”). If there is enough moisture in the soil, the injected polymer absorber absorbs the moisture in the contaminated soil and swells, blocking the intrusion of air in the swollen place and creating an anaerobic state .

高分子吸収体を注入する方法としては、耕耘機又は掘削機などを用いて浄化する範囲の土壌中に高分子吸収体を注入する方法があるが、浄化する範囲の土壌中に高分子吸収体を注入することができれば何れの方法であってもよい。ここで、高分子吸収体とは、例えば、吸収性ポリマーのような自らの重さの数百倍から数千倍もの水分を吸収できるものであり、具体的な高分子吸収体の例としては、ポリアクリル酸が挙げられる。土壌浄化後の回収を考慮に入れると、生分解性プラスチックのような微生物によって生分解される性質を有するもののほうが、回収の必要がなく好都合である。高分子吸収体の形状は砂のような粉末状態又は石のような固体状態であることが好ましい。   As a method of injecting the polymer absorber, there is a method of injecting the polymer absorber into the soil to be purified using a tiller or an excavator, etc., but the polymer absorber into the soil to be purified Any method may be used as long as it can be injected. Here, the polymer absorber is capable of absorbing water of several hundred to several thousand times its own weight, such as an absorbent polymer, for example, as a specific example of the polymer absorber And polyacrylic acid. Taking into account the recovery after soil remediation, those having the property of being biodegradable by microorganisms such as biodegradable plastics are more advantageous because they do not need to be recovered. The polymer absorber is preferably in a powder state such as sand or a solid state such as stone.

さらに、工程Bでは、嫌気性微生物による有機塩素化合物の分解を促進するための嫌気性微生物分解促進剤を前記汚染土壌に注入する。注入する方法としては、耕耘機又は掘削機などを用いて浄化する範囲の土壌中に嫌気性微生物分解促進剤を注入する方法があるが、浄化する範囲の土壌中に嫌気性微生物分解促進剤を注入することができれば何れの方法であってもよい。嫌気性微生物分解促進剤の例として、有機塩素化合物の塩素と水素を置換する還元的脱塩素化を促進するために必要な水素を提供する水素供与体又は水との化学反応によって水素を提供する鉄粉が挙げられる。水素供与体としては、例えば、メタノール若しくはエタノールなどのアルコール、グルコース若しくはスクロースなどの低分子の有機物、酢酸、プロピオン酸、乳酸、若しくは酪酸などの低級脂肪酸、又はポリ乳酸エステルである水素供与化合物(HRC;Hydrogen Release Compound)などが用いられる。   Furthermore, in the process B, the anaerobic microbial decomposition promoter for accelerating | stimulating the decomposition | disassembly of the organochlorine compound by an anaerobic microorganism is inject | poured into the said contaminated soil. As a method of injecting, there is a method of injecting an anaerobic microbial degradation promoter into the soil to be purified using a tiller or excavator, etc., but an anaerobic microbial degradation promoter is introduced into the soil to be purified. Any method may be used as long as it can be injected. As an example of an anaerobic microbial degradation promoter, hydrogen is provided by a chemical reaction with a hydrogen donor or water that provides the hydrogen necessary to promote reductive dechlorination that replaces the chlorine and hydrogen of the organochlorine compound. Iron powder is mentioned. Examples of the hydrogen donor include an alcohol such as methanol or ethanol, a low molecular organic substance such as glucose or sucrose, a lower fatty acid such as acetic acid, propionic acid, lactic acid, or butyric acid, or a hydrogen donor compound (HRC) that is a polylactic acid ester. Hydrogen Release Compound) and the like are used.

工程A及び工程Bは、高分子吸収体と嫌気性微生物分解促進剤を汚染土壌の浄化する範囲に両者を広く添加することができるのであれば、どのような順序で行ってもよく、各工程を複数回行ってもよい。また、以下に述べるように、工程Aと工程Bを一緒に行ってもよく、一緒に行った場合でも、さらに単独工程を追加して行ってもよく、さらにいずれの工程を複数回行ってもよい。複数回行なう場合でも、工程の順序、回数に制限はない。   Step A and Step B may be performed in any order as long as both can be widely added to the range of purifying the contaminated soil with the polymer absorber and the anaerobic microbial degradation promoter. May be performed multiple times. Further, as described below, Step A and Step B may be performed together, or even when performed together, a single step may be additionally performed, and any step may be performed a plurality of times. Good. Even when the process is performed a plurality of times, the order and the number of processes are not limited.

そして必要であれば、工程Cを実施する。工程Cは、高分子吸収体を混合した土壌に、高分子吸収体を膨潤させるための水溶液を注入する。必要である場合とは、高分子吸収体を混合した場所に高分子吸収体が膨潤するために必要な水分が存在しない場合である。その場合は、高分子吸収体及を注入した場所に水溶液を注入し、高分子吸収体がその水溶液を吸収して膨潤することで、その膨潤した場所の空気の侵入を遮断して嫌気状態を作製することができる。このようにして作製された嫌気状態下にて、嫌気性微生物分解促進剤を注入し、嫌気性微生物が有機塩素化合物を分解することで、汚染土壌を浄化する。   If necessary, process C is performed. In step C, an aqueous solution for swelling the polymer absorber is injected into the soil mixed with the polymer absorber. The case where it is necessary is a case where there is no moisture necessary for the polymer absorbent to swell in the place where the polymer absorbent is mixed. In that case, an aqueous solution is injected into the place where the polymer absorber is injected, and the polymer absorber absorbs the aqueous solution and swells, thereby blocking the intrusion of air in the swollen place and making an anaerobic state. Can be produced. In the anaerobic state thus produced, an anaerobic microbial degradation promoter is injected, and the anaerobic microorganisms decompose the organochlorine compound to purify the contaminated soil.

ここで、水溶液としては、例えば水道水、工業用水、地下水、蒸留水等の浄水、又は緩衝剤を溶解させた緩衝溶液等、特に限定されないが、土壌や微生物に悪影響を及ぼさないものが好ましい。   Here, the aqueous solution is not particularly limited, for example, purified water such as tap water, industrial water, ground water, or distilled water, or a buffer solution in which a buffering agent is dissolved. However, an aqueous solution that does not adversely affect soil or microorganisms is preferable.

嫌気性微生物分解促進剤については、汚染土壌の浄化する範囲に広く添加することができるのであれば、どの段階で注入してもかまわない。例えば、嫌気性微生物分解促進剤が水溶性であれば、水溶液に嫌気性微生物分解促進剤を溶解させ、高分子吸収体を混合した場所にその水溶液を注入してもよい。また、嫌気性微生物分解促進剤が難溶性の場合は、嫌気性微生物分解促進剤を高分子吸収体と同様に汚染土壌中に混合させてから、水溶液を高分子吸収体を混合した場所に浸透させてもよい。   The anaerobic microbial degradation promoter may be injected at any stage as long as it can be widely added to the range of the contaminated soil to be purified. For example, if the anaerobic microbial degradation promoter is water-soluble, the anaerobic microbial degradation promoter may be dissolved in the aqueous solution, and the aqueous solution may be injected into the place where the polymer absorber is mixed. If the anaerobic microbial degradation accelerator is sparingly soluble, mix the anaerobic microbial degradation accelerator into the contaminated soil in the same way as the polymer absorber, and then penetrate the aqueous solution into the area where the polymer absorber is mixed. You may let them.

高分子吸収体を汚染土壌に注入する前に、予め高分子吸収体の粘性を増加させておいてもよい。水溶液が、汚染土壌の高分子吸収体を混合した場所へ浸透するとき、高分子吸収体に粘性がないと、高分子吸収体がその水溶液を吸収してもその場でしか膨潤しない。しかしながら、高分子吸収体に一定の粘性が有る場合、高分子吸収体がその水溶液を吸収するとその場で膨潤しながら広がる。その為、その水溶液が汚染土壌に浸透しないで高分子吸収体に吸収されることで、その水溶液の汚染土壌への浸透速度を遅延させることができるので、高分子吸収体がその水溶液を吸収する時間が増えたり、浄化する範囲以外へその水溶液が浸透することを防いだりすることができる。さらに、高分子吸収体が注入された場所にある水分だけを吸収する場合であっても、高分子吸収体に粘性があることによって、高分子吸収体が単に膨潤するのではなく、膨潤しながら広がる。以上のように、注入した高分子吸収体を効率よく土壌中で拡張させるために、予めその粘性を増加させておくことが好ましい。高分子吸収体の粘性を増加させる物質としては何れであってもよく、例えば、親水性基を有する高分子微粒子が挙げられる。   Before injecting the polymer absorbent into the contaminated soil, the viscosity of the polymer absorbent may be increased in advance. When the aqueous solution penetrates into the contaminated soil where the polymer absorber is mixed, if the polymer absorber is not viscous, the polymer absorber will swell only in situ even if it absorbs the aqueous solution. However, when the polymer absorber has a certain viscosity, when the polymer absorber absorbs the aqueous solution, the polymer absorber spreads while swelling on the spot. Therefore, since the aqueous solution does not penetrate into the contaminated soil and is absorbed by the polymer absorber, the penetration rate of the aqueous solution into the contaminated soil can be delayed, so the polymer absorber absorbs the aqueous solution. The time can be increased, or the aqueous solution can be prevented from penetrating outside the range to be purified. Furthermore, even when only the water in the place where the polymer absorber is injected is absorbed, the polymer absorber does not simply swell but swells due to the viscosity of the polymer absorber. spread. As described above, in order to efficiently expand the injected polymer absorber in the soil, it is preferable to increase the viscosity in advance. Any substance that increases the viscosity of the polymer absorber may be used, and examples thereof include polymer fine particles having a hydrophilic group.

以上の工程A、工程B、工程Cは、どのような順序で行ってもよく、各工程を複数回行ってもよい。また、以下に述べるように、工程Aと工程Bと工程Cを一緒に行ってもよく、一緒に行った場合でも、さらに単独工程を追加して行ってもよく、さらにいずれの工程を複数回行ってもよい。複数回行なう場合でも、工程の順序、回数に制限はない。   The above process A, process B, and process C may be performed in any order, and each process may be performed a plurality of times. Further, as described below, Step A, Step B, and Step C may be performed together, or even when performed together, a single step may be additionally performed, and any of the steps may be performed multiple times. You may go. Even when the process is performed a plurality of times, the order and the number of processes are not limited.

===汚染土壌浄化方法(工程Aと工程Bを一緒に行う場合)===
前述の汚染土壌浄化方法では、工程A及び工程Bを独立して実施したが、汚染土壌の浄化に必要な物質の注入作業の簡易化、効率化を図るために、これらの物質を一度に注入する汚染土壌浄化方法を以下に述べる。
=== Contaminated soil purification method (when step A and step B are performed together) ===
In the above-described contaminated soil purification method, Step A and Step B were carried out independently. However, in order to simplify and increase the efficiency of the injection work of substances necessary for the purification of contaminated soil, these substances were injected at once. The contaminated soil purification method is described below.

前述の汚染土壌浄化方法における高分子吸収体及び嫌気性微生物分解促進剤を汚染土壌に注入するにあたって、高分子吸収体に嫌気性微生物分解促進剤を含有させて、汚染土壌中に注入することにより、工程Aと工程Bとを一緒に行う。高分子吸収体が液状の場合、汚染土壌に、水溶液を注入せずに高分子吸収体を注入するだけで、汚染土壌の浄化する範囲に高分子吸収体が拡張しながら浸透することが可能である。この場合、汚染土壌に注入される前は液状で存在し、注入された後に固化してもよい。例えば、熱を加えると可溶化する性質(熱可塑性)を有する高分子吸収体(例えば、寒天培地)に嫌気性微生物分解促進剤を加える。その嫌気性微生物分解促進剤を含有する熱可塑性の高分子吸収体に熱を加えて液状化させ、汚染土壌の浄化する範囲にその液状化した熱可塑性の高分子吸収体を注入する。注入された熱可塑性の高分子吸収体は、浄化する範囲に散在しながら浸透する。それと同時に、含有されている嫌気性微生物分解促進剤も拡散してゆく。これらが浸透する過程で熱可塑性の高分子吸収体は冷やされ、次第に固まる。その高分子吸収体が固まった場所は空気の侵入を遮断するので、嫌気状態になる。その他の例として、凝固剤を加えると固形化する高分子吸収体を用いてもよい。液状の高分子吸収体に嫌気性微生物分解促進剤を混合して汚染土壌の浄化する範囲に注入し、その後凝固剤を加えて高分子吸収体を凝固させると、上記の熱可塑性の高分子吸収体と同様に、浄化する範囲が嫌気状態になる。このようにして作製された嫌気状態下にて、嫌気性微生物が有機塩素化合物を分解することで、汚染土壌を浄化することができる。   By injecting the polymer absorber and the anaerobic microbial degradation promoter in the contaminated soil purification method into the contaminated soil, the polymer absorber contains the anaerobic microbial degradation promoter and injecting it into the contaminated soil. Step A and Step B are performed together. When the polymer absorber is in liquid form, the polymer absorber can penetrate and penetrate into the contaminated soil by simply injecting the polymer absorber without injecting an aqueous solution. is there. In this case, it may exist in a liquid state before being injected into the contaminated soil, and may be solidified after being injected. For example, an anaerobic microbial degradation promoter is added to a polymer absorber (for example, an agar medium) having a property (thermoplasticity) that is solubilized when heat is applied. The thermoplastic polymer absorber containing the anaerobic microbial degradation accelerator is liquefied by adding heat, and the liquefied thermoplastic polymer absorber is injected into the area to be purified of the contaminated soil. The injected thermoplastic polymer absorbent permeates while being scattered in the area to be purified. At the same time, the contained anaerobic microbial degradation promoter is also diffused. As these penetrate, the thermoplastic polymer absorber is cooled and gradually hardens. Since the place where the polymer absorber is hardened blocks the intrusion of air, it becomes anaerobic. As another example, a polymer absorber that solidifies when a coagulant is added may be used. Mixing a liquid polymer absorber with an anaerobic microbial degradation accelerator and injecting it into the area to be cleaned of contaminated soil, then adding a coagulant to solidify the polymer absorber, the above thermoplastic polymer absorption As with the body, the area to be purified becomes anaerobic. Under the anaerobic condition thus produced, the anaerobic microorganisms can decompose the organic chlorine compound, so that the contaminated soil can be purified.

この場合の嫌気性微生物分解促進剤は、高分子吸収体に加えることができる物質であれば、固体であっても液体であってもよいが、高分子吸収体に混合しやすいように粒子体であることが好ましい。   The anaerobic microbial degradation promoter in this case may be solid or liquid as long as it is a substance that can be added to the polymer absorber. It is preferable that

また、上記の高分子吸収体において、前述の汚染土壌浄化方法と同じように汚染土壌に対する浸透速度を制御したい場合は、粘性を増加させるために、親水性基を有する高分子微粒子を加えてもよい。   In addition, in the above-described polymer absorbent, when it is desired to control the penetration rate into the contaminated soil in the same manner as the above-described contaminated soil purification method, in order to increase the viscosity, polymer fine particles having a hydrophilic group may be added. Good.

===汚染土壌浄化方法(工程Aと工程Bと工程Cを一緒に行う場合)===
前述の汚染土壌浄化方法では、工程Aと工程Bを一緒に実施したが、工程Cも一緒に実施する汚染土壌浄化方法を以下に述べる。本発明では、水溶液に高分子吸収体と嫌気性微生物分解促進剤を含有させて、その水溶液を汚染土壌中に注入することにより、工程Aと工程Bと工程Cとを一緒に行う。
=== Contaminated Soil Purification Method (When Step A, Step B and Step C are Performed Together) ===
In the above-described contaminated soil purification method, the process A and the process B are performed together, but the contaminated soil purification method in which the process C is also performed is described below. In the present invention, the polymer absorber and the anaerobic microbial degradation promoter are contained in the aqueous solution, and the aqueous solution is injected into the contaminated soil, so that the process A, the process B, and the process C are performed together.

高分子吸収体と嫌気性微生物分解促進剤を含有した水溶液とは、例えば、高分子吸収体と嫌気性微生物分解促進剤を水溶液に溶解したものであり、土壌中にて拡散しながら浸透して、次第に固まるような水溶液である。そのため、土壌中にて固化する性質を有する液体又は液状物(例えば、酸化処理を行った中性域のシリカゾル)を用いたり、その水溶液を汚染土壌中に注入後凝固剤を注入したりする。高分子吸収体と嫌気性微生物分解促進剤を含有した水溶液の他の例としては、嫌気性微生物分解促進剤を含有した高分子吸収体を水溶液で膨潤させたものが考えられる。この場合は、膨潤した高分子吸収体を耕耘機又は掘削機などを用いて浄化する範囲の土壌中に混合する。混合された高分子吸収体は、汚染土壌中の水分を吸収してさらに膨潤することで、その膨潤した場所の空気の侵入を遮断して嫌気状態を作製する。土壌中の水分が不足している場合は、新たに水溶液を高分子吸収体を混合した場所に補ってもよい。このようにして作製した嫌気状態下にて、嫌気性微生物が嫌気性微生物分解促進剤を用いて有機塩素化合物を分解することで、汚染土壌を浄化する。   An aqueous solution containing a polymer absorber and an anaerobic microbial degradation accelerator is, for example, a polymer absorber and an anaerobic microbial degradation accelerator dissolved in an aqueous solution, which penetrates while diffusing in soil. An aqueous solution that gradually hardens. Therefore, a liquid or a liquid material having a property of solidifying in soil (for example, neutral silica sol subjected to oxidation treatment) is used, or a coagulant is injected after injecting the aqueous solution into the contaminated soil. As another example of an aqueous solution containing a polymer absorber and an anaerobic microbial degradation accelerator, a solution obtained by swelling a polymer absorber containing an anaerobic microbial degradation accelerator with an aqueous solution can be considered. In this case, the swollen polymer absorbent is mixed into the soil in a range to be purified using a tiller or an excavator. The mixed polymer absorber absorbs moisture in the contaminated soil and further swells, thereby blocking the intrusion of air in the swollen place and creating an anaerobic state. When water in the soil is insufficient, an aqueous solution may be newly supplemented in the place where the polymer absorber is mixed. Under the anaerobic condition thus prepared, the anaerobic microorganisms decompose the organochlorine compound using an anaerobic microbial degradation accelerator to purify the contaminated soil.

また、上記の高分子吸収体と嫌気性微生物分解促進剤を含有した水溶液において、前述の汚染土壌浄化方法と同じように汚染土壌に対する浸透速度を制御したい場合は、粘性を増加させるために、親水性基を有する高分子微粒子を加えることとしてもよい。   In addition, in the aqueous solution containing the polymer absorber and the anaerobic microbial degradation accelerator, when it is desired to control the penetration rate to the contaminated soil in the same manner as the above-described contaminated soil purification method, Polymer fine particles having a functional group may be added.

===汚染土壌浄化方法を用いることの効果===
従来の嫌気性微生物による有機塩素化合物の分解は、飽和帯においては問題なく行われていたが、不飽和帯では嫌気状態になりにくい為、有機塩素化合物の分解は容易に成されなかった。その為、従来の嫌気性微生物による有機塩素化合物の分解を行うに際し、汚染土壌の不飽和帯及び飽和帯を区別する必要があり、その作業は容易ではなく時間がかかった。しかしながら、本発明の汚染土壌浄化方法を用いることで、汚染土壌の不飽和帯及び飽和帯を区別する必要がなく、同時に両地帯を原位置で浄化でき、汚染土壌の浄化のための工数又は日数が削減できるため、有用である。
=== Effect of using contaminated soil purification method ===
The conventional decomposition of organic chlorine compounds by anaerobic microorganisms has been performed without problems in the saturated zone, but the organic chlorine compounds have not been easily decomposed in the unsaturated zone because it is difficult to be in an anaerobic state. Therefore, when decomposing organochlorine compounds by conventional anaerobic microorganisms, it is necessary to distinguish the unsaturated zone and the saturated zone of the contaminated soil, which is not easy and takes time. However, by using the contaminated soil purification method of the present invention, it is not necessary to distinguish between the unsaturated zone and the saturated zone of the contaminated soil, and at the same time, both zones can be purified in situ, and the number of steps or days for the purification of the contaminated soil Can be reduced, which is useful.

また、本発明の汚染土壌浄化方法に用いる高分子吸収体が汚染土壌中で膨潤すると、空気の侵入を防ぐため、膨潤した範囲内に存在する有機塩素化合物はその範囲外に流出することがないので、汚染土壌浄化方法は有機塩素化合物の拡散を抑制する効果も備える。   In addition, when the polymer absorbent used in the contaminated soil purification method of the present invention swells in the contaminated soil, in order to prevent air from entering, organochlorine compounds present in the swollen range do not flow out of the range. Therefore, the contaminated soil purification method also has an effect of suppressing the diffusion of organochlorine compounds.

さらに、本発明の汚染土壌浄化方法に用いる高分子吸収体は、それ自身が微生物によって生分解されるものを用いると、嫌気性微生物分解促進剤が連続的に供給されるので、嫌気性微生物が常に活動することができる環境を構築する効果がある。その上、嫌気性微生物分解促進剤が地下水に流出することを防ぐ効果もある。   Furthermore, when the polymer absorbent used in the contaminated soil purification method of the present invention is one that is biodegraded by microorganisms itself, an anaerobic microbial degradation promoter is continuously supplied. It has the effect of creating an environment where you can always work. In addition, there is an effect of preventing the anaerobic microbial degradation promoter from flowing into the groundwater.

Claims (8)

嫌気性微生物によって分解可能な有機塩素化合物に汚染された土壌を原位置で浄化する方法であって、
親水性基を有する高分子吸収体を前記汚染された土壌に注入し、前記汚染された土壌中への空気の侵入を遮断することで、その場所を嫌気状態にする工程Aと、
前記嫌気性微生物による前記有機塩素化合物の分解を促進するための嫌気性微生物分解促進剤を前記汚染された土壌に注入する工程Bと、
を含むことを特徴とする汚染土壌浄化方法。
A method for in situ purification of soil contaminated with organochlorine compounds degradable by anaerobic microorganisms,
Injecting the polymer absorbent having a hydrophilic group into the contaminated soil, and blocking the intrusion of air into the contaminated soil, thereby making the place anaerobic,
Injecting an anaerobic microbial degradation promoter for promoting the degradation of the organochlorine compound by the anaerobic microorganisms into the contaminated soil; and
Contaminated soil purification method characterized by including.
前記高分子吸収体を注入した土壌に、前記高分子吸収体を膨潤させるための水溶液を注入する工程Cを、さらに含むことを特徴とする請求項1に記載の汚染土壌浄化方法。   The contaminated soil purification method according to claim 1, further comprising a step C of injecting an aqueous solution for swelling the polymer absorber into the soil into which the polymer absorber has been injected. 前記高分子吸収体に前記嫌気性微生物分解促進剤を含有させて、前記汚染された土壌中に注入することにより、工程Aと工程Bとを一緒に行うことを特徴とする請求項1に記載の汚染土壌浄化方法。   The process A and the process B are performed together by containing the anaerobic microbial degradation accelerator in the polymer absorbent and injecting the polymer absorbent into the contaminated soil. Contaminated soil purification method. 前記水溶液に前記高分子吸収体と前記嫌気性微生物分解促進剤を含有させて、前記汚染された土壌中に注入することにより、工程Aと工程Bと工程Cとを一緒に行うことを特徴とする請求項2に記載の汚染土壌浄化方法。   Step A, Step B and Step C are performed together by containing the polymer absorber and the anaerobic microbial degradation promoter in the aqueous solution and injecting the solution into the contaminated soil. The contaminated soil purification method according to claim 2. 前記高分子吸収体を前記汚染された土壌に注入する前に、予め前記高分子吸収体の粘性を増加させておくことを特徴とする請求項1〜4のいずれかに記載の汚染土壌浄化方法。   The method for purifying contaminated soil according to any one of claims 1 to 4, wherein the viscosity of the polymer absorber is increased in advance before the polymer absorber is injected into the contaminated soil. . 前記高分子吸収体と前記嫌気性微生物分解促進剤を含有した前記水溶液を土壌に注入する前に、予め前記水溶液の粘性を増加させておくことを特徴とする請求項4に記載の汚染土壌浄化方法。   5. The contaminated soil purification according to claim 4, wherein the viscosity of the aqueous solution is increased in advance before the aqueous solution containing the polymer absorbent and the anaerobic microbial degradation accelerator is injected into the soil. Method. 前記嫌気性微生物分解促進剤は、前記有機塩素化合物の塩素を水素に置換する還元的脱塩素化を促進するために必要な前記水素を提供する水素供与体であることを特徴とする請求項1〜6のいずれかに記載の汚染土壌浄化方法。   2. The anaerobic microbial degradation promoter is a hydrogen donor that provides the hydrogen necessary to promote reductive dechlorination for replacing chlorine in the organochlorine compound with hydrogen. The contaminated soil purification method according to any one of -6. 前記高分子吸収体が生分解性であることを特徴とする請求項1〜7のいずれかに記載の汚染土壌浄化方法。   The contaminated soil purification method according to claim 1, wherein the polymer absorbent is biodegradable.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009045558A (en) * 2007-08-20 2009-03-05 Taisei Corp In-situ purification method of polluted groundwater

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009045558A (en) * 2007-08-20 2009-03-05 Taisei Corp In-situ purification method of polluted groundwater

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