JP4055076B2 - Contaminated soil purification equipment - Google Patents

Contaminated soil purification equipment Download PDF

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JP4055076B2
JP4055076B2 JP2003283999A JP2003283999A JP4055076B2 JP 4055076 B2 JP4055076 B2 JP 4055076B2 JP 2003283999 A JP2003283999 A JP 2003283999A JP 2003283999 A JP2003283999 A JP 2003283999A JP 4055076 B2 JP4055076 B2 JP 4055076B2
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contaminated soil
water
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well
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裕 奥野
勇作 柏田
陽一郎 小野
裕光 原口
善範 山田
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Hitachi Plant Technologies Ltd
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本発明は、油類や揮発性有機化合物などにより汚染土壌に対して同位置で浄化を行う汚染土壌浄化方法及び装置に関する。   The present invention relates to a contaminated soil purification method and apparatus for purifying contaminated soil at the same position with oils or volatile organic compounds.

従来、産業廃棄物の投棄や産業廃水の排出により、油類や揮発性有機化合物などの汚染物質が土壌に浸入して土壌が汚染される。土壌が汚染されると地下水へ汚染物質が溶出して土壌の汚染及び地下水の汚染が広範囲に拡がり、生活環境に影響を及ぼす虞がある。そのため、環境基本法や水質汚濁防止法などによって土壌環境基準及び地下水の浄化基準が定められ、様々な物質が規制されている。   Conventionally, pollutants such as oils and volatile organic compounds infiltrate into the soil due to the dumping of industrial waste and the discharge of industrial wastewater, thereby contaminating the soil. When the soil is contaminated, the contaminants are eluted into the groundwater, so that the soil contamination and the groundwater contamination spread over a wide area, which may affect the living environment. Therefore, soil environment standards and groundwater purification standards are established by the Basic Environment Law and the Water Pollution Control Law, and various substances are regulated.

そこで、これら汚染土壌に対して様々な取り組みがなされている。従来において、汚染されている土壌や地下水を土壌掘削や、揚水、ないし土壌ガス抽出などで回収してから汚染物質を分離して処理する浄化方法がある。また、汚染土壌に直接分解を促進する物質又は微生物を注入して分解処理する浄化方法も多く採用されており、注入と揚水を組み合わせて行う方法も用いられている。   Therefore, various efforts have been made for these contaminated soils. Conventionally, there is a purification method in which contaminated soil or groundwater is recovered by soil excavation, pumping, or soil gas extraction, and then the contaminant is separated and processed. Moreover, many purification methods in which a substance or microorganism that promotes decomposition directly into contaminated soil is injected and decomposed are employed, and a method that combines injection and pumping is also used.

特に、特許文献1で開示されている汚染土壌浄化方法では、土壌内の横方向に鉄粉を充填させた鉄粉含有層を形成させることにより、鉄粉含有層と土壌内を流れる地下水及び/又は土壌水分とが接触して、土壌及び又は地下水中の有機ハロゲン化合物が分解される。これにより、比較的安価に、かつ短期間で効率的に汚染土壌や地下水を浄化することができる。   In particular, in the contaminated soil purification method disclosed in Patent Document 1, by forming an iron powder-containing layer filled with iron powder in the lateral direction in the soil, groundwater flowing through the iron powder-containing layer and the soil and / or Or it contacts with soil moisture and the organic halogen compound in soil and / or groundwater is decomposed. Thereby, contaminated soil and groundwater can be purified relatively cheaply and efficiently in a short period of time.

また、特許文献2で開示されている地下水浄化構造及び地下水浄化方法では、鉄粉と鉄酸化物及び鉄水酸化物の混合物で構成されている壁状領域(透水壁)を地中の縦方向に設けることにより、砒素によって汚染された地下水を効果的に浄化することができる。
特開2002−28631号公報 特開2003−39080号公報
Moreover, in the groundwater purification structure and the groundwater purification method disclosed in Patent Document 2, a wall-like region (water-permeable wall) composed of a mixture of iron powder, iron oxide, and iron hydroxide is formed in the vertical direction in the ground. By providing in, groundwater contaminated with arsenic can be effectively purified.
JP 2002-28631 A JP 2003-39080 A

しかしながら、従来の土壌掘削や、揚水、ないし土壌ガス抽出による浄化方法では、回収した土壌や、地下水、ないしガスを分離して処理するための施設を設けなければならなず、分離して処理するための設備スペース及び設備コストが増大する。また、注入して浄化する方法では、浄化に多くの時間を要するという問題がある。注水及び揚水を組み合わせて浄化する方法では浄化に要する時間を短縮することはできるが、揚水した後に分離して処理する施設を設けなければならず、分離して処理するための設備スペース及び設備コストが増大する。   However, with conventional soil excavation, purification methods using water pumping or extraction of soil gas, facilities for separating and treating the collected soil, groundwater, or gas must be provided and separated. Therefore, the equipment space and equipment cost for this increase. In addition, the method of purifying by injection has a problem that it takes a lot of time for purification. The method of purifying by combining water injection and pumping can reduce the time required for purification, but it is necessary to provide a facility for separating and processing after pumping, and the facility space and facility cost for separating and processing Will increase.

特許文献1及び特許文献2の浄化方法でも、土壌中に存在する地下水の流れを利用しているため汚染土壌浄化方法では多くの時間を要する上、地下水の流れは様々な要因によって変動し易く、地下水の流れから外れてしまうと汚染土壌の浄化を行うことができないという問題が発生する。   Even in the purification methods of Patent Document 1 and Patent Document 2, since the groundwater flow existing in the soil is used, the contaminated soil purification method requires a lot of time, and the flow of groundwater is likely to fluctuate due to various factors. If it deviates from the groundwater flow, the problem arises that the contaminated soil cannot be purified.

本発明はこのような事情に鑑みてなされたもので、地表上に汚染物質の分離や処理に必要な施設などを設けずに、地下水脈が存在しなくても積極的に汚染土壌の浄化を短時間で効果的に行うことができる優れた汚染土壌浄化方法及び装置を提供することを目的とする。   The present invention has been made in view of such circumstances, and it is possible to actively purify contaminated soil without groundwater veins without providing facilities necessary for separation and treatment of contaminants on the ground surface. An object of the present invention is to provide an excellent contaminated soil purification method and apparatus that can be effectively performed in a short time.

本発明の請求項は前記目的を達成するために、地中の汚染土壌に注水用井戸から薬液又は水を注入して土壌に含まれる汚染物質を処理し、該処理した薬液又は水を揚水用井戸から揚水する汚染土壌浄化装置において、前記揚水用井戸は、地表から前記汚染土壌まで縦方向に掘削された縦穴と、前記縦穴に遊挿されるとともにその下部に前記薬液又は水を流出する多数の孔が形成された筒状部材と、前記筒状部材の周りに設けられて前記孔の目詰まりを防止する網状部材と、前記縦穴の壁と前記筒状部材との間に触媒又は吸着剤が混合された砂材を充填することにより、前記筒状部材を支持するとともに前記汚染物質を処理する処理層と、を備えたことを特徴とする。 Pumping to claim 1 of the present invention to achieve the object, by injecting a chemical solution or water from water injection wells in the ground of the contaminated soil was treated with pollutants contained in the soil, the drug solution or water and the treatment In the contaminated soil purification apparatus for pumping water from the well, the pumping well has vertical holes excavated in the vertical direction from the ground surface to the contaminated soil, and a large number of the chemical liquid or water that is inserted into the vertical holes and flows downward into the vertical holes. A cylindrical member in which a hole is formed, a mesh member provided around the cylindrical member to prevent clogging of the hole, and a catalyst or an adsorbent between the wall of the vertical hole and the cylindrical member And a treatment layer that supports the cylindrical member and treats the contaminants by being filled with a sand material mixed with.

請求項における揚水用井戸は、地表から前記汚染土壌まで縦方向に掘削された縦穴の中に網状部材を被せた筒状部材を遊挿し、縦穴と網状部材との間に触媒又は吸着剤が混合された砂材を充填することによって処理層を形成させ、その処理層で筒状部材を縦穴に支持される。 In the pumping well according to claim 1, a cylindrical member covered with a net member is loosely inserted into a vertical hole excavated in a vertical direction from the ground surface to the contaminated soil, and a catalyst or an adsorbent is interposed between the vertical hole and the net member. A treated layer is formed by filling the mixed sand material, and the cylindrical member is supported in the vertical hole by the treated layer.

揚水用井戸で揚水を開始すると、汚染土壌に注入された薬液又は水は砂材層及び網状部材を経て筒状部材に取り込まれ、地表へ揚水される。処理層は通水性のよい砂材に触媒又は吸着剤が混合して形成されるので、取り込まれた薬液又は水を効率よく通過させることができる。また、揚水される薬液又は水は筒状部材の内部に取り込まれるまでに必ず処理層を通過するので、通過する際に処理層に含まれる触媒又は吸着剤と接触して、残留する汚染物質を効率よく分解又は吸着することができる。したがって、筒状部材内の薬液又は水には取り込まれた時点ですでに汚染物質が残留していないため、揚水後の薬液又は水に対して汚染物質の分離及び処理を行わなくてすむので、地表における分離及び処理にかかる時間、設備スペース、設備コスト、及びランニングコストを大幅に削減することができる。また、筒状部材の外周に透水性の高い網状部材を設けることにより、揚水の際に砂材層の砂材や、触媒又は吸着剤が流入して筒状部材に設けられた多数の孔に目詰まりを起こすことを防止できるので、安定して効率よく揚水を行うことができる。   When pumping is started in the pumping well, the chemical solution or water injected into the contaminated soil is taken into the cylindrical member through the sand material layer and the net-like member, and pumped to the ground surface. Since the treatment layer is formed by mixing a catalyst or an adsorbent with sand material having good water permeability, the incorporated chemical solution or water can be passed efficiently. In addition, since the chemical liquid or water to be pumped always passes through the treatment layer until it is taken into the cylindrical member, when it passes, it comes into contact with the catalyst or adsorbent contained in the treatment layer and removes remaining contaminants. It can be decomposed or adsorbed efficiently. Therefore, since no pollutants already remain in the chemical solution or water in the cylindrical member, it is not necessary to separate and treat the pollutants with respect to the chemical solution or water after pumping. Time, facility space, facility cost, and running cost for separation and processing on the ground surface can be greatly reduced. In addition, by providing a highly water-permeable mesh member around the outer periphery of the cylindrical member, sand material of the sand material layer, catalyst or adsorbent flows into the numerous holes provided in the cylindrical member during pumping. Since clogging can be prevented, water can be pumped stably and efficiently.

このように、処理層で処理を行うようにすることにより揚水用井戸が簡単な構造で構成されるため、短時間で効率よく汚染土壌の浄化を行えるとともに、設置にかかる時間及び設備コストをより削減することができる。   Thus, since the pumping well is configured with a simple structure by performing the treatment in the treatment layer, the contaminated soil can be purified efficiently in a short time, and the installation time and equipment cost can be further reduced. Can be reduced.

本発明の請求項は、地中の汚染土壌に注水用井戸から薬液又は水を注入して土壌に含まれる汚染物質を処理し、該処理した薬液又は水を揚水用井戸から揚水する汚染土壌浄化装置において、前記揚水用井戸は、地表から前記汚染土壌まで縦方向に掘削された縦穴と、前記縦穴に遊挿されるとともにその下部に前記薬液又は水を流出する多数の孔が形成された筒状部材と、前記筒状部材の周りに設けられて前記孔の目詰まりを防止すると共に、前記汚染物質を処理する触媒又は吸着剤の成分を含有する処理ネットと、前記縦穴の壁と前記筒状部材との間に砂材が充填されて前記筒状部材を支持する砂材層と、を備えたことを特徴とする。 Claim 2 of this invention inject | pouring a chemical | medical solution or water from the well for water injection into the contaminated soil in the ground, processing the pollutant contained in soil, and the contaminated soil pumping up the processed chemical | medical solution or water from the well for pumping In the purification apparatus, the pumping well is a cylinder in which a vertical hole excavated in a vertical direction from the ground surface to the contaminated soil, and a plurality of holes that are loosely inserted into the vertical hole and from which the chemical solution or water flows out are formed below. A cylindrical member, a processing net provided around the cylindrical member to prevent clogging of the holes and containing a catalyst or adsorbent component for processing the contaminants, the wall of the vertical hole, and the cylinder And a sand material layer filled with sand material to support the cylindrical member.

請求項の揚水用井戸は、地表から前記汚染土壌まで縦方向に掘削された縦穴の中に触媒ネットで覆われた筒状部材を遊挿して、縦穴と筒状部材との間に砂材を充填した砂材層を設けて筒状部材及び処理部材を縦穴に支持することにより形成される。 The pumping well according to claim 2 is configured such that a cylindrical member covered with a catalyst net is loosely inserted into a vertical hole excavated in a vertical direction from the ground surface to the contaminated soil, and a sand material is interposed between the vertical hole and the cylindrical member. It is formed by providing a sand material layer filled with and supporting the cylindrical member and the processing member in the vertical hole.

揚水用井戸で揚水を開始すると、汚染土壌に注入された薬液又は水は砂材層、処理部材、及び処理ネットを通過した後、筒状部材に設けられた多数の孔から筒状部材内へ取り込まれて地表へ揚水される。   When pumping is started in the pumping well, the chemical solution or water injected into the contaminated soil passes through the sand material layer, the processing member, and the processing net, and then enters the cylindrical member from a number of holes provided in the cylindrical member. It is taken in and pumped to the surface.

砂材層は透水性の高い砂材で構成されるため、取り込まれた薬液又は水を効率よく透過することができる。   Since the sand material layer is composed of sand material having high water permeability, the incorporated chemical solution or water can be efficiently transmitted.

また、筒状部材の外周に処理ネットを設けることにより、揚水時に砂材の流入によって筒状部材の孔が目詰まりを起こすことを防止するとともに、汚染土壌を処理又は洗浄した薬液又は水が通過する際に処理ネットに含まれる触媒又は吸着剤と接触して、残留する汚染物質を分解又は吸着して処理することができる。   In addition, by providing a treatment net on the outer periphery of the cylindrical member, it prevents clogging of the hole of the cylindrical member due to the inflow of sand during pumping, and the chemical solution or water that has treated or washed contaminated soil passes. In this case, the remaining contaminants can be decomposed or adsorbed for treatment by contacting with the catalyst or adsorbent contained in the treatment net.

揚水される薬液又は水は筒状部材に取り込まれるまでに必ず処理ネットを通過するため、筒状部材内に取り込まれた薬液又は水は汚染物質を含まない。したがって、地表に揚水した後に地表で汚染物質の分離及び処理を行わなくてすむので、地表での分離及び処理にかかる時間、設備スペース、設備コスト、及びランニングコストを大幅に削減することができる。加えて、揚水用井戸は比較的簡単な構造であるため、設置にかかる時間や設備コストをより削減することができる上、短時間で効率よく汚染土壌の浄化を行うことができる。   Since the chemical liquid or water to be pumped up always passes through the treatment net before being taken into the cylindrical member, the chemical liquid or water taken into the cylindrical member does not contain any contaminants. Therefore, since it is not necessary to separate and treat the pollutant on the ground surface after pumping the ground surface, the time, facility space, facility cost, and running cost for separation and treatment on the ground surface can be greatly reduced. In addition, since the pumping well has a relatively simple structure, it is possible to further reduce installation time and equipment cost, and to efficiently clean contaminated soil in a short time.

以上説明したように本発明に係る汚染土壌浄化方法及び装置において、注入用井戸及び揚水用井戸を設けて、揚水用井戸に汚染物質の処理を行う処理部材を備えることにより、地表での揚水の分離及び処理のための設備スペース、設備コスト、及び分離のためのランニングコストをかけずに、汚染土壌の浄化を効率よく行うことができる。また、処理部材として処理速度の速い触媒や吸着剤などを用い、ガス抜き手段を有する注入用井戸で注入を行うので、極めて短時間で効率のよい汚染土壌の浄化を行うことができる。   As described above, in the contaminated soil purification method and apparatus according to the present invention, pumping water on the ground surface is provided by providing a well for injection and a well for pumping and a processing member for processing the pollutant in the pumping well. It is possible to efficiently purify contaminated soil without incurring equipment space for separation and treatment, equipment costs, and running costs for separation. In addition, since a catalyst or adsorbent having a high processing speed is used as a processing member and injection is performed in an injection well having a degassing means, it is possible to purify contaminated soil efficiently in a very short time.

これらにより、設置に時間や手間をかけずに安価で、かつ確実に汚染土壌の浄化を行うことができるので、広範囲にわたる汚染土壌を短時間で浄化することができる。   As a result, the contaminated soil can be purified reliably and inexpensively without taking time and effort for installation, and therefore, a wide range of contaminated soil can be purified in a short time.

以下添付図面に従って本発明に係る汚染土壌浄化方法及び装置における好ましい実施の形態について詳説する。   Hereinafter, preferred embodiments of a contaminated soil purification method and apparatus according to the present invention will be described in detail with reference to the accompanying drawings.

図1は、本発明の第1の実施の形態である汚染土壌浄化装置10の概略構成を示した断面斜視図であり、汚染土壌に対して薬液を注入して浄化を行う一例である。なお、本実施の形態では、汚染土壌に含有される汚染物質として有機ハロゲン化合物及び油の場合で説明するとともに、注水用井戸から過酸化水素を添加した水溶液を注入して汚染物質を酸化分解し、薬液中に残存する汚染物質を揚水用井戸において触媒の酸化チタンで処理する一例で以下に説明する。   FIG. 1 is a cross-sectional perspective view showing a schematic configuration of a contaminated soil purification apparatus 10 according to a first embodiment of the present invention, which is an example in which a chemical solution is injected into a contaminated soil for purification. In this embodiment, an organic halogen compound and oil are described as contaminants contained in the contaminated soil, and an aqueous solution to which hydrogen peroxide is added is injected from a water injection well to oxidize and decompose the contaminants. An example in which contaminants remaining in a chemical solution are treated with catalyst titanium oxide in a pumping well will be described below.

図1に示すように、汚染土壌浄化装置10は、主に複数の注水用井戸12,12…と、複数の揚水用井戸14,14…とが対になるように構成される。   As shown in FIG. 1, the contaminated soil purification apparatus 10 is mainly configured such that a plurality of water injection wells 12, 12... And a plurality of pumping wells 14, 14.

各注水用井戸12,12…及び各揚水用井戸14,14…は、地表18から汚染物質によって汚染された汚染土壌16に達する深さまで、垂直方向に掘削することにより形成される。   Each of the water injection wells 12, 12... And each of the pumping wells 14, 14... Is formed by excavating vertically from the surface 18 to a depth reaching the contaminated soil 16 contaminated by the pollutant.

また、注水用井戸12の地表上の周辺には、注入する薬液を貯留するための注水タンク20が設けられる。そして、注水タンク20は注入するための薬液を供給する注水ポンプ22及び注水配管24が接続され、ガス抜き手段として設けられた注水用ピット26を介して各注水用井戸12,12…へ常に満水になるように薬液が充填されて注入される。一方、揚水用井戸14の周辺には、地表に揚水された薬液を貯留するための揚水タンク28が設けられる。そして、揚水タンク28には汚染土壌16中の薬液を吸引するための揚水ポンプ30が設けられ、揚水配管32を介して各揚水用井戸14,14…と連結して揚水される。   In addition, a water injection tank 20 for storing a chemical to be injected is provided around the surface of the water injection well 12 on the surface. The water injection tank 20 is connected to a water injection pump 22 for supplying a chemical solution for injection and a water injection pipe 24. The water injection tank 20 is always filled with water through each of the water injection wells 12, 12... The drug solution is filled and injected. On the other hand, a pumping tank 28 for storing the chemical liquid pumped to the ground surface is provided around the pumping well 14. The pumping tank 28 is provided with a pumping pump 30 for sucking the chemical solution in the contaminated soil 16, and pumped by being connected to the pumping wells 14, 14.

注水用井戸12は、筒状部材としてのパイプ34と、砂材層としての珪砂層36と、網状部材としてのネット38とで構成される。パイプ34は、塩化ビニルなどの腐りにくい耐水性を有する材質が用いられ、パイプ34の長さは注水用井戸12の深さと同じであることが好ましい。パイプ34の表面には、汚染土壌16の厚さと同じ範囲に多数の孔が設けられる。珪砂層36には通水性のよい砂材である珪砂が用いられる。珪砂層36は、注水用井戸12とパイプ34との間に珪砂を充填することによって形成される。ネット38は網目状の材質で構成され、パイプ34の外周を被せるように設置される。ネット38の網目は通水性を阻害しない程度の大きさで、かつ珪砂層36の珪砂がパイプ34中に流れ込むことを防止できる大きさであることが好ましい。   The water injection well 12 includes a pipe 34 as a cylindrical member, a silica sand layer 36 as a sand material layer, and a net 38 as a net member. The pipe 34 is made of a water-resistant material such as vinyl chloride, and the length of the pipe 34 is preferably the same as the depth of the water injection well 12. A large number of holes are provided in the surface of the pipe 34 in the same range as the thickness of the contaminated soil 16. For the silica sand layer 36, silica sand, which is a sand material with good water permeability, is used. The silica sand layer 36 is formed by filling silica sand between the water injection well 12 and the pipe 34. The net 38 is made of a net-like material and is installed so as to cover the outer periphery of the pipe 34. It is preferable that the mesh of the net 38 is of a size that does not hinder water permeability and that the silica sand of the silica sand layer 36 can be prevented from flowing into the pipe 34.

図2は、本発明の第1の実施の形態である汚染土壌浄化装置10における揚水用井戸14の断面図である。図2に示すように、揚水用井戸14の構成は注水用井戸12とほぼ同様であるが、珪砂層36とネット38との間に処理部材40が設けられる。処理部材40は、触媒である酸化チタンを通水性を有するように充填することにより形成される。   FIG. 2 is a sectional view of the pumping well 14 in the contaminated soil purification apparatus 10 according to the first embodiment of the present invention. As shown in FIG. 2, the structure of the pumping well 14 is substantially the same as that of the water injection well 12, but a treatment member 40 is provided between the silica sand layer 36 and the net 38. The treatment member 40 is formed by filling titanium oxide, which is a catalyst, with water.

次に、上述した本発明の第1の実施の形態である汚染土壌浄化装置10における作用について説明する。   Next, the effect | action in the contaminated soil purification apparatus 10 which is the 1st Embodiment of this invention mentioned above is demonstrated.

汚染土壌浄化装置10において、注水タンク20から注水パイプ24を介して注水用ピット26に薬液が常に注がれる状態にすると、各注水用井戸12,12…は常に充填された状態となる。注水用ピット26は天面が開放されているので、各注水用井戸12,12…の内部に空気などのガスが存在又は発生したとしても、そのまま注水用ピット26から脱気される。このため、ガスの抵抗による注水用井戸12,12…の注水効率の低下を防止することができる。   In the contaminated soil purification apparatus 10, when the chemical solution is constantly poured from the water injection tank 20 to the water injection pit 26 via the water injection pipe 24, the water injection wells 12, 12,... Are always filled. Since the top surface of the water injection pit 26 is open, even if a gas such as air exists or is generated in each of the water injection wells 12, 12..., The water injection pit 26 is deaerated as it is. For this reason, the fall of the water injection efficiency of water injection well 12,12 ... by the resistance of gas can be prevented.

こうして注水用井戸12に設けられたパイプ34に薬液を充満させると、パイプ34に設けられた多数の孔から薬液が浸出して、ネット38及び珪砂層36を介して汚染土壌16内へ浸透する。ネット38及び珪砂層36は通水性を有しているので、薬液を短時間で効果的に注水用井戸12から汚染土壌16へ浸透させ拡散させることができる。そして注入された薬液と汚染土壌16中に含まれる汚染物質とが接触することにより酸化反応を起こし、汚染土壌16の汚染物質を分解処理することができる。   When the chemical solution is filled in the pipe 34 provided in the water injection well 12 in this way, the chemical solution is leached from a large number of holes provided in the pipe 34 and permeates into the contaminated soil 16 through the net 38 and the silica sand layer 36. . Since the net 38 and the silica sand layer 36 have water permeability, the chemical solution can be effectively permeated and diffused from the water injection well 12 to the contaminated soil 16 in a short time. Then, the injected chemical solution and the contaminant contained in the contaminated soil 16 come into contact with each other to cause an oxidation reaction, and the contaminant in the contaminated soil 16 can be decomposed.

汚染物質を分解処理した薬液は、揚水ポンプ30の吸引力により揚水用井戸14を介して揚水される。すると、汚染土壌16中の薬液が揚水用井戸14に設けられた珪砂層36、処理部材40、及びネット38を通過して、揚水用井戸14に設けられたパイプ34の内部へ取り込まれる。この際、薬液と処理部材40とが接触して薬液中の過酸化水素が処理部材40内の酸化チタンと反応することにより、強い酸化力を有するラジカルが生成される。このように生成されたラジカルにより薬液中に残存する汚染物質を確実に分解処理することができるので、パイプ34に取り込まれた薬液中には汚染物質がほとんど除去することができる。したがって、揚水としてパイプ34を介して地表18まで吸引された薬液中には汚染物質が存在していないため、揚水タンク28を介してそのまま放水することが可能となるので、従来のように揚水した後に、地表上で汚染物質を分離して処理するための設備が不要となり、そのための設備スペース、設備コストを大幅に削減することができる。さらに、注水と揚水を組み合わせて行うので、効率よく汚染土壌の浄化を行うことができる上、浄化に要する時間及びランニングコストをさらに低減することができる。   The chemical solution that decomposes the pollutant is pumped through the pumping well 14 by the suction force of the pump 30. Then, the chemical solution in the contaminated soil 16 passes through the silica sand layer 36 provided in the pumping well 14, the treatment member 40, and the net 38 and is taken into the pipe 34 provided in the pumping well 14. At this time, the chemical solution and the processing member 40 come into contact with each other, and hydrogen peroxide in the chemical solution reacts with titanium oxide in the processing member 40, thereby generating radicals having strong oxidizing power. Since the contaminants remaining in the chemical solution can be reliably decomposed by the radicals generated in this manner, the contaminants can be almost removed from the chemical solution taken into the pipe 34. Therefore, since there is no pollutant in the chemical liquid sucked up to the surface 18 through the pipe 34 as pumped water, it can be discharged as it is through the pumped tank 28, so that the water is pumped as in the conventional case. Later, facilities for separating and treating pollutants on the ground surface are no longer necessary, and the facility space and facility costs for that purpose can be greatly reduced. Furthermore, since water injection and pumping are performed in combination, the contaminated soil can be purified efficiently, and the time and running cost required for purification can be further reduced.

なお、上述した汚染土壌浄化装置10では処理部材40として酸化チタンを用いたが、特に限定するものではなく、鉄や、鉄及び酸化チタンの混合物を触媒として用いてもよい。また、薬液の代わりに水を用いて、触媒の代わりに活性炭やイオン交換樹脂などの吸着剤を処理部材40として用いてもよい。これにより、汚染土壌浄化装置10において注水用井戸14から水を注入することにより汚染土壌16が洗浄される。そして、洗浄後の水を揚水用井戸14から吸引することにより、揚水用井戸14に設けられた処理部材40である吸着剤と接触する。すると、水中の汚染物質が処理部材40の吸着剤の物理的引力により吸着されて水中から除去されるため、処理部材40により処理された水はパイプ34を介して地表18まで揚水され、揚水配管32、揚水ポンプ30、及び揚水タンク28を介してそのまま放水することが可能となる。   In the contaminated soil purification apparatus 10 described above, titanium oxide is used as the treatment member 40, but there is no particular limitation, and iron or a mixture of iron and titanium oxide may be used as a catalyst. Alternatively, water may be used instead of the chemical solution, and an adsorbent such as activated carbon or ion exchange resin may be used as the processing member 40 instead of the catalyst. Thereby, the contaminated soil 16 is washed by injecting water from the water injection well 14 in the contaminated soil purification apparatus 10. Then, by sucking the washed water from the pumping well 14, it comes into contact with the adsorbent which is the processing member 40 provided in the pumping well 14. Then, since the contaminants in the water are adsorbed by the physical attraction of the adsorbent of the processing member 40 and removed from the water, the water treated by the processing member 40 is pumped up to the ground surface 18 through the pipe 34, and the pumping pipe 32, the pumping pump 30, and the pumping tank 28 can be discharged as they are.

図3は、本発明の第2の実施の形態である土壌汚染浄化装置における揚水用井戸50の断面図であり、処理ネットを設けた例である。   FIG. 3 is a cross-sectional view of a pumping well 50 in the soil contamination purification apparatus according to the second embodiment of the present invention, and is an example in which a treatment net is provided.

土壌汚染浄化装置の構成は、本発明の第1の実施の形態である汚染土壌浄化装置10と同様であるが、図3に示すように、揚水用井戸50には処理部材が省略される代わりに、処理ネットとして酸化チタンで構成された触媒ネット52が設けられる。   The configuration of the soil contamination purification apparatus is the same as that of the contaminated soil purification apparatus 10 according to the first embodiment of the present invention. However, as shown in FIG. In addition, a catalyst net 52 made of titanium oxide is provided as a treatment net.

本発明の第2の実施の形態である汚染土壌浄化装置によれば、図示しない揚水ポンプからの吸引力により、汚染土壌16中の薬液が珪砂層36、触媒ネット52、及びパイプ34を通過して揚水用井戸50から揚水される。触媒ネット52を通過する際に、触媒ネット52の酸化チタンと接触して強力な酸化力を有するラジカルが生成されて、そのラジカルにより洗浄後の水に含まれる汚染物質を効果的に分解除去することができる。したがって、揚水を行うだけで汚染物質の分解除去を行うことができる上、揚水用井戸50に設けられる部材が少なくすることができるため、揚水用井戸50にかかる設備コストをさらに削減することができるとともに、揚水用井戸50の設置に要する手間も省くことができる。   According to the contaminated soil purification apparatus of the second embodiment of the present invention, the chemical solution in the contaminated soil 16 passes through the silica sand layer 36, the catalyst net 52, and the pipe 34 by a suction force from a pumping pump (not shown). The water is pumped from the pumping well 50. When passing through the catalyst net 52, radicals having a strong oxidizing power are generated in contact with the titanium oxide of the catalyst net 52, and the contaminants contained in the washed water are effectively decomposed and removed by the radicals. be able to. Accordingly, the contaminants can be decomposed and removed only by pumping, and the number of members provided in the pumping well 50 can be reduced, so that the equipment cost for the pumping well 50 can be further reduced. In addition, the labor required for installing the pumping well 50 can be saved.

図4は、本発明の第3の実施の形態である汚染土壌浄化装置における揚水用井戸60の断面図であり、処理層を設けた例である。   FIG. 4 is a cross-sectional view of the pumping well 60 in the contaminated soil purification apparatus according to the third embodiment of the present invention, and is an example in which a treatment layer is provided.

汚染土壌浄化装置の装置構成は本発明の第1の実施の形態である汚染土壌浄化装置10と同様であるが、図4に示すように、揚水用井戸60には処理部材が省略されており、処理層として触媒層62が設けられる。触媒層62は、パイプ34と揚水用井戸60との間に、適量の触媒である酸化チタンを混合した珪砂を充填することにより形成される。   The apparatus configuration of the contaminated soil purification apparatus is the same as that of the contaminated soil purification apparatus 10 according to the first embodiment of the present invention, but as shown in FIG. A catalyst layer 62 is provided as a treatment layer. The catalyst layer 62 is formed by filling between the pipe 34 and the pumping well 60 with silica sand mixed with an appropriate amount of titanium oxide as a catalyst.

本発明の第3の実施の形態である汚染土壌浄化装置によれば、図示しない揚水ポンプからの吸引力により、汚染土壌16中に含まれる洗浄後の水が触媒層62、ネット38、及びパイプ34を通過して揚水用井戸60から揚水される。触媒層62を通過する際に、薬液中の過酸化水素が触媒層62中の酸化チタンに接触することにより強力な酸化力を有するラジカルが形成される。このラジカルにより薬液中に残存する汚染物質が効果的に分解処理できるので、揚水を行うだけで汚染物質の除去が行うことができる。また、珪砂に酸化チタンを混合して形成された触媒層はパイプの支持と薬液の処理を兼ねることができるので、揚水用井戸60における設備コストをさらに抑えることができる上、薬液との接触面積が大きいのでさらに効率よく汚染物質の分解・除去を行うことができる。   According to the contaminated soil purification apparatus of the third embodiment of the present invention, the washed water contained in the contaminated soil 16 is converted into the catalyst layer 62, the net 38, and the pipe by a suction force from a pump not shown. 34, the water is pumped from the pumping well 60. When passing through the catalyst layer 62, the hydrogen peroxide in the chemical solution comes into contact with the titanium oxide in the catalyst layer 62 to form radicals having a strong oxidizing power. Since the contaminants remaining in the chemical solution can be effectively decomposed by the radicals, the contaminants can be removed simply by pumping water. Moreover, since the catalyst layer formed by mixing titanium oxide with silica sand can serve both for supporting the pipe and treating the chemical solution, the facility cost in the pumping well 60 can be further reduced, and the contact area with the chemical solution Therefore, pollutants can be decomposed and removed more efficiently.

なお、上述した汚染土壌浄化装置10及び揚水用井戸14,50,60において、各部材及び装置の個数、形状、材質などは特に限定するものではない。   In the contaminated soil purification apparatus 10 and the pumping wells 14, 50, 60 described above, the number, shape, material, and the like of each member and apparatus are not particularly limited.

汚染土壌浄化装置10では注水と揚水を別々の系で行っていたが、特に限定するものではない。揚水された薬液をそのまま注水側へ返送し、適切な濃度に薬液を調整して使用すれば、汚染土壌16の浄化に使用する水の量を低減できるので、浄化にかかるランニングコストを大幅に削減することができる。   In the contaminated soil purification apparatus 10, water injection and pumping are performed in separate systems, but there is no particular limitation. Returning the pumped chemical to the water injection side as it is, adjusting the chemical to an appropriate concentration and using it, can reduce the amount of water used to purify the contaminated soil 16, greatly reducing the running cost of purification. can do.

また、各注水用井戸12,12…への注水において、ガス抜き手段として注水用ピット26を用いたが、特に限定するものではない。各注水用井戸12,12…のパイプ34,34…と注水配管24とを直結して、注水配管24にガス抜き手段としての弁を設ければ、注水用井戸12,12…内に存在するガスを弁により抜くことができる上、注水の圧力を調整することができるので、極めて効率のよい注水を行うことができる。   In addition, in the water injection to each of the water injection wells 12, 12..., The water injection pit 26 is used as a degassing means. If the pipes 34, 34... Of each of the water injection wells 12, 12... And the water injection pipe 24 are directly connected and a valve as a degassing means is provided in the water injection pipe 24, it exists in the water injection wells 12, 12,. Since gas can be extracted by a valve and the pressure of water injection can be adjusted, highly efficient water injection can be performed.

さらに、砂材層として珪砂で形成された珪砂層36を用いていたが、特に限定するものではない。薬液又は/及び水に対して透過性がよく、パイプ34を安定して支持して固定できる物質であればよい。   Furthermore, although the silica sand layer 36 formed of silica sand is used as the sand material layer, it is not particularly limited. Any material that has good permeability to the chemical solution and / or water and can stably support and fix the pipe 34 may be used.

本発明の第1の実施の形態である汚染土壌浄化装置の概略構成を示した断面斜視図The cross-sectional perspective view which showed schematic structure of the contaminated soil purification apparatus which is the 1st Embodiment of this invention. 本発明の第1の実施の形態である汚染土壌浄化装置における揚水側井戸の断面図Sectional drawing of the pumping-side well in the contaminated soil purification apparatus which is the 1st Embodiment of this invention 本発明の第2の実施の形態である汚染土壌浄化装置における揚水側井戸の断面図Sectional drawing of the pumping-side well in the contaminated soil purification apparatus which is the 2nd Embodiment of this invention 本発明の第3の実施の形態である汚染土壌浄化装置における揚水側井戸の断面図Sectional drawing of the pumping-side well in the contaminated soil purification apparatus which is the 3rd Embodiment of this invention

符号の説明Explanation of symbols

10…汚染土壌浄化装置、12…注水用井戸、14…揚水用井戸、16…汚染土壌、18…地表、20…注水タンク、22…注水ポンプ、24…注水配管、26…注水用ピット、28…揚水タンク、30…揚水ポンプ、32…揚水配管、34…パイプ、36…珪砂層、38…ネット、40…処理部材、50…揚水用井戸、52…触媒ネット、60…揚水用井戸、62…触媒層   DESCRIPTION OF SYMBOLS 10 ... Contaminated soil purification apparatus, 12 ... Water injection well, 14 ... Pumping well, 16 ... Contaminated soil, 18 ... Ground surface, 20 ... Water injection tank, 22 ... Water injection pump, 24 ... Water injection piping, 26 ... Water injection pit, 28 DESCRIPTION OF SYMBOLS ... Pumping tank, 30 ... Pumping pump, 32 ... Pumping piping, 34 ... Pipe, 36 ... Silica sand layer, 38 ... Net, 40 ... Treatment member, 50 ... Water well for pumping, 52 ... Catalyst net, 60 ... Water well, 62 ... Catalyst layer

Claims (2)

地中の汚染土壌に注水用井戸から薬液又は水を注入して土壌に含まれる汚染物質を処理し、該処理した薬液又は水を揚水用井戸から揚水する汚染土壌浄化装置において、In the contaminated soil purification apparatus for injecting chemical liquid or water from the water injection well into the underground contaminated soil to treat the pollutant contained in the soil, and pumping the treated chemical liquid or water from the pumping well,
前記揚水用井戸は、The pumping well is
地表から前記汚染土壌まで縦方向に掘削された縦穴と、A vertical hole excavated longitudinally from the ground surface to the contaminated soil;
前記縦穴に遊挿されるとともにその下部に前記薬液又は水を流出する多数の孔が形成された筒状部材と、A cylindrical member that is loosely inserted into the vertical hole and has a plurality of holes formed in the lower part thereof through which the chemical solution or water flows out.
前記筒状部材の周りに設けられて前記孔の目詰まりを防止する網状部材と、A mesh member provided around the cylindrical member to prevent clogging of the hole;
前記縦穴の壁と前記筒状部材との間に触媒又は吸着剤が混合された砂材を充填することにより、前記筒状部材を支持するとともに前記汚染物質を処理する処理層と、を備えたことを特徴とする汚染土壌浄化装置。A treatment layer that supports the tubular member and treats the contaminants by filling a sand material mixed with a catalyst or an adsorbent between the wall of the vertical hole and the tubular member. Contaminated soil purification device characterized by that.
地中の汚染土壌に注水用井戸から薬液又は水を注入して土壌に含まれる汚染物質を処理し、該処理した薬液又は水を揚水用井戸から揚水する汚染土壌浄化装置において、In the contaminated soil purification apparatus for injecting chemical liquid or water from the water injection well into the underground contaminated soil to treat the pollutant contained in the soil, and pumping the treated chemical liquid or water from the pumping well,
前記揚水用井戸は、The pumping well is
地表から前記汚染土壌まで縦方向に掘削された縦穴と、A vertical hole excavated longitudinally from the ground surface to the contaminated soil;
前記縦穴に遊挿されるとともにその下部に前記薬液又は水を流出する多数の孔が形成された筒状部材と、A cylindrical member that is loosely inserted into the vertical hole and has a plurality of holes formed in the lower part thereof through which the chemical solution or water flows out.
前記筒状部材の周りに設けられて前記孔の目詰まりを防止するとともに、前記汚染物質を処理する触媒又は吸着剤の成分を含有する処理ネットと、A treatment net that is provided around the cylindrical member to prevent clogging of the holes and contains a catalyst or adsorbent component that treats the contaminants;
前記縦穴の壁と前記筒状部材との間に砂材が充填されて前記筒状部材を支持する砂材層と、を備えたことを特徴とする汚染土壌浄化装置。A contaminated soil purification apparatus comprising: a sand material layer filled with sand material between the wall of the vertical hole and the cylindrical member to support the cylindrical member.
JP2003283999A 2003-07-31 2003-07-31 Contaminated soil purification equipment Expired - Fee Related JP4055076B2 (en)

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