JP4538804B2 - How to restore dumping sites and disposal sites - Google Patents

How to restore dumping sites and disposal sites Download PDF

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JP4538804B2
JP4538804B2 JP2005176234A JP2005176234A JP4538804B2 JP 4538804 B2 JP4538804 B2 JP 4538804B2 JP 2005176234 A JP2005176234 A JP 2005176234A JP 2005176234 A JP2005176234 A JP 2005176234A JP 4538804 B2 JP4538804 B2 JP 4538804B2
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gas
soil
soil gas
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waste
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JP2006346578A (en
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雅晴 田崎
和夫 岡村
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Shimizu Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

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Description

本発明は、投棄サイト及び処分場の修復方法に関する。 The present invention relates to a dumping site and a disposal site repair method .

近年、再利用事業における廃棄物処分場や不法投棄サイトでは、地中に埋められた廃棄物を掘り起こして撤去する修復工事が行われている。このような対象となっている廃棄物層には、メタン、硫化水素、揮発性有毒物質などのガスが大量に存在している場合がある。このため、修復工事の際、掘り起す範囲毎にボーリング等によって土壌やガスを採取し、土壌のガス濃度や範囲、汚染種を調査することが一般的に行われている。
この土壌ガスの調査方法としては、深度別採取などの観点から採取孔又は採取管を地中に設ける方法があり、例えば特許文献1及び特許文献2に提案されている。
特許文献1は、汚染土壌に穿孔された採取孔と、この採取孔内に挿入された採取装置と、採取装置から配管を介して連通させた採取容器とを備えたもので、吸引ポンプを使用して土壌ガスを吸引し、採取容器内に溜まったガスの濃度を測定するものである。具体的には、各観測点において一定の深さ毎に順次穿孔しながら下降して同時に土壌ガスの採取を行い、採取容器内に溜まった圧力が所定圧力に上昇するまでの時間により透気性値を測定することで土壌ガスの汚染分布を推定するものである。
特許文献2は、調査対象の土壌中に所定の深さと径をなす孔を削孔し、その内部に採取管を挿入して土壌ガスを採取し、採取管に接続されている分析装置で土壌ガスの分析を行うものである。
特開2000−9721号公報 特開2004−184105号公報
In recent years, in the waste disposal sites and illegal dumping sites in the recycling business, restoration work has been carried out to dig up and remove waste buried in the ground. There are cases where a large amount of gases such as methane, hydrogen sulfide, and volatile toxic substances exist in the waste layer that is the target. For this reason, it is a common practice to collect soil and gas by drilling or the like for each area to be dug during a restoration work, and to investigate the gas concentration and range of the soil, and contaminated species.
As a method for investigating this soil gas, there is a method in which a sampling hole or a sampling tube is provided in the ground from the viewpoint of sampling according to depth, for example, proposed in Patent Document 1 and Patent Document 2.
Patent Document 1 includes a sampling hole drilled in the contaminated soil, a sampling device inserted into the sampling hole, and a sampling container communicated with the sampling device via a pipe, and uses a suction pump. Then, the soil gas is sucked and the concentration of the gas accumulated in the collection container is measured. Specifically, the gas permeability is measured according to the time until the pressure accumulated in the collection container rises to a predetermined pressure by descending while sequentially drilling at a certain depth at each observation point and collecting the soil gas at the same time. Is used to estimate the soil gas pollution distribution.
In Patent Document 2, a hole having a predetermined depth and diameter is drilled in the soil to be investigated, a sampling tube is inserted into the soil, soil gas is collected, and the soil is analyzed by an analyzer connected to the sampling tube. The gas is analyzed.
JP 2000-9721 A JP 2004-184105 A

しかしながら、上述の修復工事では、不法投棄サイト及び処分場を所定の修復範囲に分割させて掘り起し作業を行っており、この分割された修復箇所毎にガス調査を実施しているため、不法投棄サイト及び処分場全域における土壌ガスの分布状態が把握されてない現状がある。また、作業中の爆発事故や人命に危険を与える可能性のある危険ガスが完全に取り除かれない状態で施工される可能性があり、計画的なガス管理に基づいた修復工事が行われておらず、十分な安全が確保されていないという問題があった。
また、特許文献1は、採取した土壌ガスを圧力管理する方法であるため、1箇所当たりの観測点における調査に時間を要していた。また、特許文献2は採取管から分析装置で直接測定する構成となっているため、例えば土壌に水が存在する場合に、その水が分析装置に浸入して故障などの原因となり得ることから、慎重な測定作業が必要とされていた。このように特許文献1及び特許文献2を含む従来の土壌ガスの調査方法では、多くの観測点に対して迅速且つ簡易に測定するには不適であった。
However, in the above-mentioned restoration work, the illegal dumping site and the disposal site are divided into predetermined restoration areas, and excavation work is performed, and a gas survey is carried out for each of these divided restoration areas. The present situation is that the distribution state of soil gas at the dumping site and the entire disposal site is not grasped. In addition, there is a possibility that construction may be performed in a state where dangerous gas that may cause danger to human life or explosion may not be completely removed, and repair work based on planned gas management has not been carried out. Therefore, there was a problem that sufficient safety was not ensured.
Moreover, since patent document 1 is the method of pressure-controlling the extract | collected soil gas, it took time for the investigation in the observation point per place. In addition, since Patent Document 2 is configured to directly measure with an analyzer from a sampling tube, for example, when water is present in the soil, the water can enter the analyzer and cause a failure. Careful measurement work was required. As described above, the conventional soil gas investigation methods including Patent Document 1 and Patent Document 2 are unsuitable for quick and simple measurement at many observation points.

本発明は、上述する問題点に鑑みてなされたもので、投棄サイト及び処分場全域の土壌ガスを管理することで安全性を向上させた投棄サイト及び処分場の修復方法を提供することを目的としている。 The present invention has been made in view of the above-described problems, and an object thereof is to provide a dumping site and a disposal site repair method that improve safety by managing soil gas in the dumping site and the entire disposal site. It is said.

上記目的を達成するため、本発明に係る投棄サイト及び処分場の修復方法では、廃棄物が埋設されている投棄サイトや処分場を土壌ガスを除去してから再生させる投棄サイト及び処分場の修復方法であって、所定位置で土壌ガスを採取して分析することで投棄サイト及び処分場全域をガス調査し、調査対象全域の濃度分布を作成して各種ガスの存在範囲と濃度を把握する第一工程と、作成した濃度分布に基づく所定箇所において、前記土壌ガスの吸引と同時に土壌中に空気を送り込むことで前記土壌ガスを該空気に置換し、土壌ガスの成分に応じて除去させる除去装置により廃棄物からなる層内のガス濃度が安全となるまで土壌ガスを除去する第二工程と、土壌ガスを除去した後に廃棄物を撤去する第三工程とを有していることを特徴としている。
本発明では、投棄サイト及び処分場全域のガス調査を行って土壌ガスを管理し、ガス調査の分析結果を基にして計画的に且つ適確に危険性のある土壌ガスを除去することができる。そして、安全なガス濃度を確認してから廃棄物の撤去作業を行うことになり、安全性を向上させた状態で工事を行うことができる。
このとき、土壌中に空気を送り込むことで土壌ガスの吸引残しがなく確実に吸引することができる。そして、吸引した土壌ガスは、ガスの成分に適した除去装置を使用することで効率よく除去することができる。
In order to achieve the above object, in the dumping site and disposal site repair method according to the present invention, the dumping site and disposal site where waste is buried and the dumping site and disposal site are regenerated after removing soil gas. This is a method that collects and analyzes soil gas at a predetermined location to conduct gas surveys on the dumping site and the entire disposal site, and creates concentration distributions for the entire survey target to grasp the existence range and concentration of various gases . A removal device that replaces the soil gas with air by feeding air into the soil simultaneously with the suction of the soil gas and removes it according to the components of the soil gas at one step and the predetermined location based on the created concentration distribution I am characterized in that the gas concentration in the layer comprising the waste has a second step of removing the soil gas until safe, and a third step of removing the waste after removal of the soil gas by That.
In the present invention, a gas survey is performed on the dumping site and the entire disposal site to manage the soil gas, and the dangerous soil gas can be removed systematically and accurately based on the analysis result of the gas survey. . Then, after confirming the safe gas concentration, the removal work of the waste is performed, and the construction can be performed in a state in which the safety is improved.
At this time, by sending air into the soil, there is no residual residue of the soil gas and suction can be performed reliably. And the suction | inhaled soil gas can be efficiently removed by using the removal apparatus suitable for the component of gas.

また、本発明に係る投棄サイト及び処分場の修復方法では、廃棄物からなる層が複数重なっている場合に、各層毎又は複数層毎に第一工程から第三工程までの一連の工程を順次繰り返すようにすることが好ましい。
本発明では、掘り越し作業を行う層毎に土壌ガスの分布や濃度を管理して、危険なガスを除去するため、安全性を向上させることができる。
Further, in the dumping site and disposal site repair method according to the present invention, when there are a plurality of layers of waste, a series of steps from the first step to the third step is sequentially performed for each layer or for each of the plurality of layers. It is preferable to repeat.
In the present invention, since the distribution and concentration of the soil gas is managed for each layer where the excavation work is performed and dangerous gas is removed, safety can be improved.

本発明の投棄サイト及び処分場の修復方法によれば、投棄サイト及び処分場全域の土壌ガスを調査してから土壌ガスの分布状態などを管理し、ガス調査の分析結果を基にして計画的に且つ適確に危険性のある土壌ガスを除去することができる。そして、安全なガス濃度を確認してから廃棄物の撤去作業を行うことになり、安全性を向上させた状態で工事を行うことができる。   According to the dumping site and disposal site repair method of the present invention, the soil gas distribution state is managed after investigating the soil gas in the dumping site and the entire disposal site, and systematically based on the analysis result of the gas survey. In addition, it is possible to accurately remove dangerous soil gas. Then, after confirming the safe gas concentration, the removal work of the waste is performed, and the construction can be performed in a state in which the safety is improved.

以下、本発明の実施の形態による投棄サイト及び処分場の修復方法について、図1乃至図7に基づいて説明する。
図1は実施の形態によるガス調査手段を示す図であって、(a)はその全体図、(b)は採取管底部の拡大図、図2は土壌ガスの除去作業を示す図、図3は廃棄物層の撤去作業を示す図、図4は投棄サイトにおける第二層目の土壌ガスの除去作業を示す図、図5はガス除去作業における土壌ガスと空気の置換状態を示す図、図6は土壌ガス調査の第一結果事例を示す濃度分布図、図7(a)、(b)は土壌ガス調査の第二結果事例を示す濃度分布図である。
Hereinafter, a dumping site and a disposal site repair method according to an embodiment of the present invention will be described with reference to FIGS.
FIG. 1 is a diagram showing gas survey means according to an embodiment, wherein (a) is an overall view thereof, (b) is an enlarged view of a bottom of a sampling tube, FIG. 2 is a diagram showing an operation of removing soil gas, FIG. Fig. 4 is a diagram showing a waste layer removal operation, Fig. 4 is a diagram showing a second layer soil gas removal operation at the dumping site, Fig. 5 is a diagram showing a substitution state of soil gas and air in the gas removal operation, 6 is a concentration distribution diagram showing a first result case of the soil gas survey, and FIGS. 7A and 7B are concentration distribution diagrams showing a second result case of the soil gas survey.

本実施の形態による投棄サイト及び処分場の修復方法は、廃棄物処分場や不法投棄サイトなどを含む投棄サイト1を対象とする。
図1(a)に示すように、本実施の形態における投棄サイト1は、廃棄物が埋められている廃棄物層2(廃棄物からなる層)と覆土3とが交互に複数重なって形成されている(図2参照)。
The dumping site and disposal site repair method according to the present embodiment targets the dumping site 1 including a waste disposal site, an illegal dumping site, and the like.
As shown in FIG. 1A, the dumping site 1 in the present embodiment is formed by alternately stacking a plurality of waste layers 2 (layers made of waste) and covering soil 3 in which wastes are buried. (See FIG. 2).

図1乃至図3に示すように、投棄サイト1における修復方法は、例えばメタン、硫化水素、揮発性有毒物質などの土壌ガスを採取して分析するガス調査手段4(土壌ガス調査機構)を用いてガス調査(図1参照)を行う第一工程と、その分析結果を基にガス除去手段5を用いて土壌ガスを除去(図2参照)する第二工程と、次いで安全を確認してから廃棄物層2及び覆土3を掘り起して撤去(図3参照)する第三工程とからなる。
このような第一工程から第三工程までの一連の工程をなす修復作業は、地表面1a側の廃棄物層2から各層毎に順次実施する(図4参照)。
As shown in FIGS. 1 to 3, the repair method at the dumping site 1 uses gas survey means 4 (soil gas survey mechanism) that collects and analyzes soil gas such as methane, hydrogen sulfide, and volatile toxic substances. The first step of conducting a gas survey (see FIG. 1), the second step of removing soil gas (see FIG. 2) using the gas removing means 5 based on the analysis result, and then confirming safety It consists of a third step of digging up and removing the waste layer 2 and the covering soil 3 (see FIG. 3).
Such a repairing operation including a series of steps from the first step to the third step is sequentially performed for each layer from the waste layer 2 on the ground surface 1a side (see FIG. 4).

ガス調査手段4は、図1に示すように、地表面1aから第一層目の覆土3を通過してその下層となる廃棄物層2の所定位置まで貫入させた採取管6と、採取管6より吸引した物質を気液に分離して土壌ガスのみを出口側に送り出す気液分離装置7と、気液分離装置7で送り出された土壌ガスを検知して分析する分析手段8とから概略構成されている。
そして、採取管6と気液分離装置7とは連結管9によって連結され、気液分離装置7と分析手段8とは導入管10によって連結されている。この連結管9の中間部には、バルブ11が設けられている。導入管10の途中には、気体をろ過するろ過部材12が設けられている。
As shown in FIG. 1, the gas survey means 4 includes a sampling pipe 6 that passes from the ground surface 1a through the first layer of covering 3 and penetrates to a predetermined position of the waste layer 2 that is the lower layer, and a sampling pipe 6 is an outline of a gas-liquid separator 7 that separates the substance sucked from 6 into gas-liquid and sends out only the soil gas to the outlet side, and an analysis means 8 that detects and analyzes the soil gas sent out by the gas-liquid separator 7. It is configured.
The sampling tube 6 and the gas-liquid separation device 7 are connected by a connection tube 9, and the gas-liquid separation device 7 and the analysis means 8 are connected by an introduction tube 10. A valve 11 is provided at an intermediate portion of the connecting pipe 9. A filtration member 12 for filtering gas is provided in the middle of the introduction pipe 10.

図1(a)及び(b)に示すように、採取管6は、例えばアルミニウムやステンレス製の材料からなり、例えば直径5mm程度の管材が使用されている。また、採取管6は、その端部外周6bに土壌ガスを吸引させる吸引孔6cが複数設けられている。また、先端6aが尖形状に閉塞しているために貫入時に土壌等による管の閉塞を防ぐことができる。
図1(a)に示す気液分離装置7は、例えば地下水や水溜りなどの液体が吸引されたときに、土壌ガスに含有した液体を気液に分離させ、その液体を例えば気液分離装置7に備えた容器(図示省略)などに排出し、気体(土壌ガス)を出口側に連結されている導入管10に送るものである。これにより、分析手段8が液体の混入により故障したり汚染するといった不具合を防止することができる。なお、採取管6により吸引したものが気体(土壌ガス)の場合には、気液分離装置7を出口側にそのまま通過させることも当然可能であるし、水分を除去する別の機構であってもよい。
また、図1(a)に示す分析手段8は、導入管10の出口10aで直接分析可能なポータブルなハンディタイプの分析器や、試験室などに持ち帰って分析できるように導入管10の出口10aで土壌ガスを封入しておくサンプルパックなど、携帯性に優れて分析作業が簡易な分析手段8が好ましい。
As shown in FIGS. 1A and 1B, the collection tube 6 is made of, for example, aluminum or stainless steel, and for example, a tube material having a diameter of about 5 mm is used. Further, the sampling tube 6 is provided with a plurality of suction holes 6c for sucking soil gas at the outer periphery 6b of the end portion. Further, since the tip 6a is blocked in a pointed shape, it is possible to prevent the tube from being blocked by soil or the like during penetration.
The gas-liquid separation device 7 shown in FIG. 1 (a) separates the liquid contained in the soil gas into gas-liquid when, for example, liquid such as ground water or a puddle is sucked, and the liquid is, for example, gas-liquid separation device. 7 is discharged to a container (not shown) or the like, and gas (soil gas) is sent to the introduction pipe 10 connected to the outlet side. As a result, it is possible to prevent the analysis means 8 from malfunctioning or contaminating due to liquid mixture. In addition, when what was suck | inhaled with the collection pipe | tube 6 is gas (soil gas), it is naturally possible to let the gas-liquid separation apparatus 7 pass to the exit side as it is, and it is another mechanism which removes a water | moisture content. Also good.
Further, the analysis means 8 shown in FIG. 1A is provided with an outlet 10a of the introduction tube 10 so that it can be taken back to a portable handy type analyzer which can be directly analyzed at the outlet 10a of the introduction tube 10 or taken into a test room. An analysis means 8 that is excellent in portability and simple in analysis work, such as a sample pack in which soil gas is sealed in, is preferable.

ガス除去手段5は、図2に示すように、先端14aを廃棄物層2に貫入させた鋼管などからなるガス吸引管14と、ガス吸引管14に連結させて土壌ガスを吸引させるブロワ15と、吸引した土壌ガスを成分毎に除去させて大気中に放出する除去装置16とを備えている。そして、廃棄物層2の所定箇所には、鋼管などの空気流入管17が配されている。このときの空気流入管17の位置や本数は、廃棄物層2の土質や廃棄物の密度により調節する。
除去装置16は、例えばメタンガスを強制的に焼却させる燃焼装置16Aと、硫化水素ガスをアルカリ溶剤や吸着剤等に吸着させる第一除去装置16Bと、有機塩素化合物ガスを活性炭に吸着させる第二除去装置16Cとからなる。また、他の方法で有害ガスを除去することは当然可能であり、その他の有害物質の除去を行うための除去装置を設置することも可能である。
図2に示すように、空気流入管17は、土壌ガスの吸引と同時に空気を廃棄物層2内に送り込み土壌ガスを空気に置換させることで、効率よく土壌ガスを除去することができる。このように、土壌中に空気を送り込むことで土壌ガスの吸引残しがなく確実に吸引することができる。
As shown in FIG. 2, the gas removing means 5 includes a gas suction pipe 14 made of a steel pipe or the like having a tip 14 a penetrating the waste layer 2, and a blower 15 that is connected to the gas suction pipe 14 and sucks soil gas. And a removing device 16 for removing the sucked soil gas for each component and releasing it into the atmosphere. An air inflow pipe 17 such as a steel pipe is disposed at a predetermined location of the waste layer 2. At this time, the position and the number of the air inflow pipes 17 are adjusted by the soil layer 2 and the density of the waste.
The removal device 16 includes, for example, a combustion device 16A that forcibly incinerates methane gas, a first removal device 16B that adsorbs hydrogen sulfide gas to an alkaline solvent, an adsorbent, and the like, and a second removal that adsorbs an organic chlorine compound gas to activated carbon. Device 16C. In addition, it is naturally possible to remove harmful gases by other methods, and it is also possible to install a removing device for removing other harmful substances.
As shown in FIG. 2, the air inflow pipe 17 can efficiently remove soil gas by sending air into the waste layer 2 simultaneously with suction of the soil gas and replacing the soil gas with air. In this way, by sending air into the soil, it is possible to aspirate reliably without leaving any residual soil gas.

次に、ガス調査手段4を使用した土壌ガスの調査方法と投棄サイト1の修復方法について、図面に基づいて説明する。
土壌ガスの調査では、図6に示すように、投棄サイト1の調査対象領域に例えば縦横10〜30m間隔毎など適当数の調査ポイントPを設定する。そして、各ポイントPにおいて、ガス調査手段4を設置する。ここで、採取管6の設置は、図1(a)に示すように、地表面1aから所定の採取位置まで例えばハンディタイプの電動ドリルを使用して、採取管6より大きな外径の穿孔穴13を穿孔して所定の深さまで採取管6を挿入し、採取管6と穿孔穴13との隙間を充填材(図示省略)で埋め戻す。そして、ガス調査手段4を準備して、地表面1aに近い第一層目の廃棄物層2を測定する(図1参照)。
なお、本ガス調査手段4では、穿孔穴13の穿孔作業が容易であることから、1箇所の調査ポイントPにおける設置にかかる時間を低減させることができる。
Next, a soil gas investigation method using the gas investigation means 4 and a dumping site 1 restoration method will be described with reference to the drawings.
In the soil gas survey, as shown in FIG. 6, an appropriate number of survey points P are set in the survey target area of the dumping site 1, for example, every 10 to 30 m intervals. At each point P, the gas survey means 4 is installed. Here, as shown in FIG. 1 (a), the sampling tube 6 is installed from the ground surface 1a to a predetermined sampling position using, for example, a hand-held electric drill, and has a larger outer diameter than the sampling tube 6. 13 is drilled and the sampling tube 6 is inserted to a predetermined depth, and the gap between the sampling tube 6 and the drilling hole 13 is backfilled with a filler (not shown). And the gas investigation means 4 is prepared and the 1st waste layer 2 near the ground surface 1a is measured (refer FIG. 1).
In this gas survey means 4, since the drilling work of the drill hole 13 is easy, the time required for installation at one survey point P can be reduced.

本実施の形態では、例えばポータブル分析器による分析手段8を用いるものとし、図1(a)及び(b)に示すように、採取管6の吸引孔6cから土壌ガスが吸引されると、例えばPID値(石油性炭化水素を含む揮発性有機化合物の総量)、TC(油性炭化水素の総量)、メタン(CH)、二酸化炭素(CO)、酸素(O)を同時に測定する。
そして、このような分析器による場合には、その場において土壌ガスをリアルタイムでかつ高精度で測定することができ、極めて効率的である。
In the present embodiment, for example, the analysis means 8 using a portable analyzer is used, and as shown in FIGS. 1A and 1B, when soil gas is sucked from the suction hole 6c of the sampling tube 6, for example, The PID value (total amount of volatile organic compounds including petroleum hydrocarbons), TC (total amount of oily hydrocarbons), methane (CH 4 ), carbon dioxide (CO 2 ), and oxygen (O 2 ) are measured simultaneously.
And in the case of such an analyzer, soil gas can be measured on the spot in real time with high accuracy, and it is extremely efficient.

上記のようにして各調査ポイントPで得られた土壌ガスの分析結果から、分析した廃棄物層2における調査対象全域の濃度分布図(コンター図)を作成して、地中の各種ガスの存在状況を把握することができる。なお、そのような濃度分布図は、例えば適宜のコンピュータソフトを使用してデータ処理することで容易に作成することができる(図6参照)。
さらに、そのような分布図を作成すればそれがそのまま汚染状況を反映したものとなり、それにより調査対象全域の汚染状況を視覚的かつ直観的に把握することが可能である。
From the analysis results of soil gas obtained at each survey point P as described above, a concentration distribution map (contour diagram) of the entire survey target in the analyzed waste layer 2 is created, and the presence of various gases in the ground The situation can be grasped. Such a density distribution diagram can be easily created by data processing using, for example, appropriate computer software (see FIG. 6).
Furthermore, if such a distribution map is created, it directly reflects the contamination status, and it is possible to visually and intuitively grasp the contamination status of the entire survey target.

次に、図2に示すように、上述したガス濃度分布図から土壌ガスが存在する範囲や濃度を把握したうえで、ガス除去手段5を所定箇所に設置して除去装置16により危険性の高い土壌ガスの除去作業を行い、その後大気へ放出する。吸引除去の作業中は、例えば図5に示すように吸引した土壌ガスと流入する酸素(O)の濃度を経時的にモニタリングなどして確認し、危険濃度以下となるまで除去作業を継続する。この図5のグラフは、除去する土壌ガスとしてメタン(CH)及び硫化水素(H S)、流入させる酸素(O)を示している。これによると、時間の経過とともに、土壌ガスの濃度が低下し、酸素の濃度が増加していることが確認される。そして、土壌ガスが規定の濃度以下に低下した時点で、除去装置16による除去を停止して、さらに土壌ガスの吸引及び空気の流入を終了させる。こうして、廃棄物層2の危険ガスが取り除かれる。 Next, as shown in FIG. 2, after grasping the range and concentration where the soil gas exists from the above-described gas concentration distribution diagram, the gas removal means 5 is installed at a predetermined location, and the removal device 16 is highly dangerous. The soil gas is removed and then released into the atmosphere. During the suction removal operation, for example, as shown in FIG. 5, the concentration of the sucked soil gas and the inflowing oxygen (O 2 ) is confirmed over time, and the removal operation is continued until the concentration becomes lower than the dangerous concentration. . The graph of FIG. 5 shows methane (CH 4 ), hydrogen sulfide (H 2 S), and inflowing oxygen (O 2 ) as soil gas to be removed. According to this, it is confirmed that with the passage of time, the concentration of soil gas decreases and the concentration of oxygen increases. Then, when the soil gas falls below a prescribed concentration, the removal by the removal device 16 is stopped, and the suction of the soil gas and the inflow of air are further terminated. Thus, the hazardous gas in the waste layer 2 is removed.

続いて、図3に示すように、危険ガスの除去が完了した廃棄物層2及び覆土3を掘削機械18や運搬機械19などにより撤去して、第一層目の修復作業が終了となる。
なお、この撤去作業時には、図3に示すような例えば膜材などからなりテント状に作業箇所を覆う防護部材20を設けておくことが好ましい。これにより、近隣に有害物質の飛散や異臭を防止することができる。
そして第二層目以降は、各層毎に上述したガス調査(第一工程)、ガス除去(第二工程)、土壌撤去(第三工程)の作業を繰返しながら順次、投棄サイト1内の廃棄物層2及び覆土3を撤去する(図4参照)。そして、投棄サイト1のすべてが終了したときに、例えば汚染されていない土壌を埋め戻すなどして修復工事を完了させる。
Subsequently, as shown in FIG. 3, the waste layer 2 and the cover soil 3 from which the removal of the dangerous gas has been completed are removed by the excavating machine 18 and the transporting machine 19, and the repair work of the first layer is completed.
In this removal operation, it is preferable to provide a protective member 20 made of, for example, a film material or the like as shown in FIG. Thereby, scattering of a harmful substance and a strange odor can be prevented in the vicinity.
In the second and subsequent layers, the waste in the dumping site 1 is sequentially repeated while repeating the above-described gas survey (first step), gas removal (second step), and soil removal (third step). The layer 2 and the covering soil 3 are removed (see FIG. 4). When all of the dumping sites 1 are completed, the restoration work is completed by, for example, backfilling uncontaminated soil.

次に、本発明のガス調査方法による具体的な分析した結果事例を示す。
図6は土壌ガス調査を行ったときの第一結果事例であって、メタン(CH4)の濃度分布を示し、図中、色の濃い部分ほど、メタンの濃度が高く、色の薄い部分は濃度が低くなっていることを確認できる。これによると、投棄サイト1の半分以上の地中に爆発限界(図6に示す線B)とされる35000mg/m3以上の濃度のメタンが存在していることがわかる。
また、図7は、ある調査ポイントPにおいて、採取した土壌ガスをさらに詳細に分析した第二結果事例であり、図7(a)は1,2−ジクロロタン、図7(b)はPID値の濃度分布を示し、図6と同様に色の濃い部分ほど濃度が高くなっている。このように土壌ガスに含まれる揮発性有機化合物(VOC)の成分毎の存在も分布図として視覚的に確認することができる。
Next, an example of the result of specific analysis by the gas survey method of the present invention will be shown.
FIG. 6 is an example of the first result when a soil gas survey is conducted, and shows the concentration distribution of methane (CH4). In the figure, the darker the portion, the higher the concentration of methane, and the lighter the portion is the concentration. Can be confirmed. According to this, it can be seen that methane having a concentration of 35000 mg / m 3 or more, which is regarded as an explosion limit (line B shown in FIG. 6), exists in more than half of the ground of the dumping site 1.
Further, FIG. 7, in one study point P, a second result cases were further analyzed in detail the collected soil gas, FIG. 7 (a) 1,2-dichloro methane, FIG. 7 (b) PID As shown in FIG. 6, the darker the color, the higher the density. Thus, the existence of each component of the volatile organic compound (VOC) contained in the soil gas can be visually confirmed as a distribution map.

上述した本実施の形態による投棄サイト1の修復方法では、投棄サイト1の調査対象全域の土壌ガスの分布状態やガス濃度などを管理し、危険性を有する土壌ガスについては確実に除去して安全性を確保してから廃棄物層2の撤去作業を行うことができる。
また、ガス調査手段4が簡易な構造であるうえ、調査ポイントPにおいて採取した土壌ガスや地下水などの物質を気液分離装置7に通過させ、液体がある場合には取り除いてから分析手段8によって検知するため、液体の浸入による分析手段8の故障を防止することができる。さらに、ガス調査するその場で分析手段8を用いて分析作業ができ、土壌ガスが吸引された直後に検知できるため、時間がかからず的確に調査することができる。
このため、広いエリアを有する廃棄物処分場などで、多くの調査ポイントPが必要となる場合であっても、従来の調査方法と比較して迅速に調査を行うことが可能となり、極めて有効である。また、簡易で低コストを実現できることから、例えば多くのガス調査手段4を保有して複数の調査ポイントPを同時に調査することが可能となる。
In the method for repairing the dumping site 1 according to the above-described embodiment, the distribution state and gas concentration of the soil gas in the entire survey target area of the dumping site 1 are managed, and the dangerous soil gas is surely removed to be safe. The waste layer 2 can be removed after securing the property.
Further, the gas surveying means 4 has a simple structure, and a substance such as soil gas or groundwater collected at the survey point P is passed through the gas-liquid separation device 7. In order to detect, failure of the analysis means 8 due to liquid intrusion can be prevented. Furthermore, since the analysis work can be performed using the analyzing means 8 at the spot where the gas is investigated, and the soil can be detected immediately after the soil gas is sucked, it can be accurately investigated without taking time.
For this reason, even when a large number of survey points P are required in a waste disposal site having a large area, it is possible to conduct a survey more quickly than the conventional survey method, which is extremely effective. is there. Moreover, since it is easy and low cost can be realized, for example, it is possible to have a large number of gas surveying means 4 and investigate a plurality of survey points P simultaneously.

以上、本発明による投棄サイト及び処分場の修復方法実施の形態について説明したが、本発明は上記の実施の形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、本実施の形態では廃棄物層2の修復工事を一層毎としているが、複数の廃棄物層2からなる投棄サイト1の場合は、複数の廃棄物層2毎に第一工程から第三工程の作業を行ってもかまわない。
Having described embodiments of the dumping site and disposal site method of repair according to the present invention, the present invention is not intended to be limited to the above embodiments, and can be suitably changed without departing from the scope thereof .
For example, in the present embodiment, the repair work of the waste layer 2 is performed for each layer. However, in the case of a dumping site 1 composed of a plurality of waste layers 2, the first step to the third step are performed for each of the plurality of waste layers 2. You may work on the process.

本発明の実施の形態によるガス調査手段を示す図であって、(a)はその全体図、(b)は採取管底部の拡大図である。It is a figure which shows the gas investigation means by embodiment of this invention, Comprising: (a) is the whole figure, (b) is an enlarged view of a collection pipe bottom part. 土壌ガスの除去作業を示す図である。It is a figure which shows the removal operation | work of soil gas. 廃棄物層の撤去作業を示す図である。It is a figure which shows the removal operation | work of a waste layer. 投棄サイトにおける第二層目の土壌ガスの除去作業を示す図である。It is a figure which shows the removal operation | work of the 2nd layer soil gas in a dumping site. ガス除去作業における土壌ガスと空気の置換状態を示す図である。It is a figure which shows the substitution state of soil gas and air in a gas removal operation | work. ガス調査の第一結果事例を示す濃度分布図である。It is a density | concentration distribution figure which shows the 1st result example of a gas survey. (a)、(b)はガス調査の第二結果事例を示す濃度分布図である。(A), (b) is a density | concentration distribution map which shows the 2nd result example of a gas investigation.

符号の説明Explanation of symbols

1 投棄サイト
2 廃棄物層(廃棄物からなる層)
3 覆土
4 ガス調査手段(土壌ガス調査機構)
5 ガス除去手段
6 採取管
6c 吸引孔
7 気液分離装置
8 分析手段
13 穿孔穴
14 ガス吸引管
16 除去装置
17 空気流入管
P 調査ポイント


1 dumping site 2 waste layer (layer consisting of waste)
3 Covering soil 4 Gas survey means (Soil Gas Survey Organization)
5 Gas removing means 6 Sampling pipe 6c Suction hole 7 Gas-liquid separator 8 Analyzing means 13 Perforated hole 14 Gas suction pipe 16 Removing apparatus 17 Air inflow pipe P Investigation point


Claims (2)

廃棄物が埋設されている投棄サイトや処分場を土壌ガスを除去してから再生させる投棄サイト及び処分場の修復方法であって、
所定位置で前記土壌ガスを採取して分析することで前記投棄サイト及び処分場全域をガス調査し、調査対象全域の濃度分布を作成して各種ガスの存在範囲と濃度を把握する第一工程と、
作成した前記濃度分布に基づく所定箇所において、前記土壌ガスの吸引と同時に土壌中に空気を送り込むことで前記土壌ガスを該空気に置換し、前記土壌ガスの成分に応じて除去させる除去装置により前記廃棄物からなる層内のガス濃度が安全となるまで前記土壌ガスを除去する第二工程と、
前記土壌ガスを除去した後に前記廃棄物を撤去する第三工程と、
を有していることを特徴とする投棄サイト及び処分場の修復方法。
A dumping site and a disposal site for reclaiming a dumping site and a disposal site where waste is buried after removing soil gas,
The first step of collecting and analyzing the soil gas at a predetermined position to conduct a gas survey on the dumping site and the entire disposal site , creating a concentration distribution of the entire survey target, and grasping the existence range and concentration of various gases ; ,
In the predetermined location based on the created concentration distribution, the soil gas is replaced with the air by sending air into the soil simultaneously with the suction of the soil gas, and the removal device is configured to remove the soil gas according to the components of the soil gas. A second step of removing the soil gas until the gas concentration in the layer of waste is safe ;
A third step of removing the waste after removing the soil gas;
A dumping site and a disposal site repairing method characterized by comprising:
前記廃棄物からなる層が複数重なっている場合に、各層毎又は複数層毎に前記第一工程から前記第三工程までの一連の工程を順次繰り返すようにしたことを特徴とする請求項1に記載の投棄サイト及び処分場の修復方法。   2. The method according to claim 1, wherein when a plurality of layers made of the waste are stacked, a series of steps from the first step to the third step is sequentially repeated for each layer or for each plurality of layers. How to restore the dumping site and disposal site.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000009721A (en) * 1998-06-19 2000-01-14 Mitsui Kinzoku Shigen Kaihatsu Kk Investigation method of soil pollution
JP2001025758A (en) * 1999-07-14 2001-01-30 Sumitomo Metal Mining Co Ltd Soil cleaning control system and soil purification control method
JP2001038332A (en) * 1999-08-02 2001-02-13 Innovative Umwelttechnik Gmbh Refuse stabilization method for restoration of refuse landfill site
JP2004184105A (en) * 2002-11-29 2004-07-02 Kyodo Kumiai Kansai Jiban Kankyo Kenkyu Center Method and apparatus for analyzing soil gas

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000009721A (en) * 1998-06-19 2000-01-14 Mitsui Kinzoku Shigen Kaihatsu Kk Investigation method of soil pollution
JP2001025758A (en) * 1999-07-14 2001-01-30 Sumitomo Metal Mining Co Ltd Soil cleaning control system and soil purification control method
JP2001038332A (en) * 1999-08-02 2001-02-13 Innovative Umwelttechnik Gmbh Refuse stabilization method for restoration of refuse landfill site
JP2004184105A (en) * 2002-11-29 2004-07-02 Kyodo Kumiai Kansai Jiban Kankyo Kenkyu Center Method and apparatus for analyzing soil gas

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