JP2876358B2 - How to purify contaminated groundwater - Google Patents
How to purify contaminated groundwaterInfo
- Publication number
- JP2876358B2 JP2876358B2 JP3184131A JP18413191A JP2876358B2 JP 2876358 B2 JP2876358 B2 JP 2876358B2 JP 3184131 A JP3184131 A JP 3184131A JP 18413191 A JP18413191 A JP 18413191A JP 2876358 B2 JP2876358 B2 JP 2876358B2
- Authority
- JP
- Japan
- Prior art keywords
- coal ash
- pile
- groundwater
- contaminated
- pollutant
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Water Treatment By Sorption (AREA)
- Piles And Underground Anchors (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Processing Of Solid Wastes (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、地汚染地下水の浄化方
法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for purifying ground polluted groundwater.
【0002】[0002]
【従来の技術】都市の膨張により、産業廃棄物や生活廃
棄物の量が増大し、そのため埋め立て処分地は必要不可
欠なものとなっている。図5は、埋め立て地の構造の一
例である。一般的に埋め立て地は、図5のように地盤を
掘削して池1を造ったり、あるいは築堤して池を造る方
法がとられる。そして、その池1の表面に、ゴムやアス
ファルトで不透水膜11を形成し、池1内に投入した廃
棄物12から有害物質が溶解し、周囲地盤に流出するの
を防止している。2. Description of the Related Art Due to the expansion of cities, the amount of industrial waste and household waste has increased, and landfill disposal sites have become indispensable. FIG. 5 is an example of the structure of a landfill. Generally, a landfill site is constructed by excavating the ground to form a pond 1 as shown in FIG. 5 or constructing a pond by embankment. A water-impermeable membrane 11 is formed on the surface of the pond 1 with rubber or asphalt to prevent harmful substances from dissolving from the waste 12 put into the pond 1 and flowing out to the surrounding ground.
【0003】[0003]
【発明が解決しようとする課題】従来技術には次のよう
な問題点がある。即ち、上記のように築造した池は、整
地が十分にできず、しかも現地で池の表面に水が多くあ
るケースが大半である。そのため、施工時にゴムの下に
水が溜まり、均等に敷設できず、またアスファルトが水
の影響で連続性が得られないケースがある。従って、図
5に示すように、不透水膜11の施工の不完全な部分に
クラック13等が発生し、そこから汚染物質が流出して
地下水を汚染し、周辺の環境を破壊するおそれがある。The prior art has the following problems. That is, in most cases, the pond constructed as described above cannot be sufficiently leveled, and the surface of the pond has a lot of water locally. Therefore, water accumulates under the rubber at the time of construction and cannot be laid evenly, and there is a case where asphalt cannot obtain continuity due to the influence of water. Therefore, as shown in FIG. 5, cracks 13 and the like are generated in an incomplete portion of the construction of the water-impermeable membrane 11, and contaminants may flow out therefrom to contaminate the groundwater and destroy the surrounding environment. .
【0004】[0004]
【課題を解決するための手段】本発明は、上記のような
問題点を解決するためになされたもので、廃棄物から流
出した汚染物質を石炭灰杭に透過させて浄化し、廃棄物
の埋め立て処分地の周辺環境に与える影響を抑えること
ができる汚染地下水の浄化方法を提供することを目的と
する。即ち、本発明は、汚染物質含有地域の周辺の地盤
中に石炭灰により杭を築造し、汚染物質含有地域より流
出する汚染物質により汚染された地下水を前記杭に透過
させて瀘過する、汚染地下水の浄化方法である。また、
汚染物質含有地域の地下水流路の下流側周縁部に石炭灰
により杭を築造し、汚染物質含有地域より流出する汚染
物質により汚染された地下水を前記杭に透過させて瀘過
する、汚染地下水の浄化方法である。さらに、上記浄化
方法において、石炭灰杭を連続して壁状に形成する汚染
地下水の浄化方法である。DISCLOSURE OF THE INVENTION The present invention has been made to solve the above problems, and purifies pollutants discharged from waste by passing them through a coal ash pile to purify the waste. It is an object of the present invention to provide a method for purifying contaminated groundwater that can suppress the influence on the surrounding environment of a landfill disposal site. That is, the present invention provides a method for constructing a pile with coal ash in the ground around a contaminant-containing area, and allowing groundwater contaminated with the contaminant flowing out of the contaminant-containing area to pass through the pile and filtering. Groundwater purification method. Also,
Pile is constructed with coal ash at the downstream peripheral part of the groundwater flow path in the pollutant-containing area, and the groundwater contaminated by the pollutant flowing out from the pollutant-containing area is transmitted through the pile and filtered, It is a purification method. Further, in the above-mentioned purification method, there is provided a method for purifying contaminated groundwater in which coal ash piles are continuously formed into a wall shape.
【0005】[0005]
【実施例】以下、図面を参照しながら、本発明の一実施
例について説明する。 <イ>石炭灰 本発明は、汚染地下水の浸透地盤中に石炭灰により杭を
築造し、汚染地下水を石炭灰杭に透過させて瀘過する、
汚染地下水の浄化方法である。本発明で用いられる石炭
灰は、エネルギーとして使用した石炭の残りカスであ
り、この石炭灰の特徴は、比表面積がブレーン法で3,00
0 〜8,000cm 2 /gr と大きく、活性炭にみるように吸着
性が良い点にある。従って、汚染地下水を瀘過するため
の瀘過材に効果的である。An embodiment of the present invention will be described below with reference to the drawings. <A> Coal ash The present invention relates to a method for constructing a pile with coal ash in the infiltration ground of contaminated groundwater, and allowing the contaminated groundwater to pass through the coal ash pile and filtering.
It is a method of purifying contaminated groundwater. The coal ash used in the present invention is a residue of coal used as energy, and the characteristic of this coal ash is that its specific surface area is
It is as large as 0 to 8,000 cm 2 / gr, and has good adsorptivity as seen in activated carbon. Therefore, it is effective as a filter material for filtering contaminated groundwater.
【0006】<ロ>石炭灰杭(図1、2) 石炭灰杭2は、石炭灰を地中に打設して築造した杭体で
ある。石炭灰杭2の施工例を図1、2に示す。地盤の軟
弱な場所においては、図1に示すように、廃棄物処分場
の建設に当たり、池1の底部に所要数の石炭灰杭2を築
造し、補強杭として兼用する。地盤に特に問題が無い場
合は、池1の周辺に石炭灰杭2を築造する。既に建設が
終了した処分場においては、図2に示すように、池1の
周辺に連続して壁状に築造する。池1の周辺に築造する
場合は、少なくとも池1の地下水の下流側に構築するよ
うにする。<B> Coal Ash Pile (FIGS. 1 and 2) The coal ash pile 2 is a pile body constructed by pouring coal ash into the ground. 1 and 2 show construction examples of the coal ash pile 2. In a place where the ground is soft, as shown in FIG. 1, when constructing a waste disposal site, a required number of coal ash piles 2 are constructed at the bottom of the pond 1 and are also used as reinforcing piles. If there is no particular problem in the ground, a coal ash pile 2 is built around the pond 1. In the disposal site where construction has already been completed, as shown in FIG. When building around the pond 1, it should be constructed at least on the downstream side of the groundwater in the pond 1.
【0007】<ハ>石炭灰杭の築造方法(図3、4) 石炭灰杭2の築造方法は、サンドドレーン工法やサンド
コンパクション工法等の種々の公知の方法により行う。
例えば、図3に示すように、ケーシング3を所定の深さ
まで打設し、ケーシング3内に石炭灰21を投入した
後、エアー圧を加えながらケーシング3を引き抜き、石
炭灰21を地盤中に残して石炭灰杭2を構築する方法が
ある。また、図4に示すように、ケーシング4を所定の
深さまで打設し、ケーシング4内の内管41を介して、
スラリー状の石炭灰22を投入し、石炭灰22を投入し
ながらケーシング4を引き抜き、時々ケーシング4を上
下させて石炭灰22を締め固めて構築する方法も考えら
れる。<C> Method of Building Coal Ash Pile (FIGS. 3 and 4) The method of building the coal ash pile 2 is performed by various known methods such as a sand drain method and a sand compaction method.
For example, as shown in FIG. 3, the casing 3 is cast to a predetermined depth, and after the coal ash 21 is charged into the casing 3, the casing 3 is pulled out while applying air pressure, and the coal ash 21 is left in the ground. There is a method of constructing the coal ash pile 2 by using the method. As shown in FIG. 4, the casing 4 is driven to a predetermined depth, and is inserted through an inner pipe 41 in the casing 4.
A method is also conceivable in which the slurry-like coal ash 22 is charged, the casing 4 is pulled out while the coal ash 22 is charged, and the casing 4 is occasionally moved up and down to compact the coal ash 22.
【0008】[0008]
【作用】次に本発明の作用について説明する。 <イ>吸着性 石炭灰は比表面積が大きいため、汚染地下水Aに含まれ
た汚染物質B(例えば、硫化水素、水質の富栄養化の原
因の一つである燐等)を効果的に吸着することができ
る。従って、図2に示すように、廃棄物処分地から流出
した汚染物質Bにより汚染された地下水Aは、石炭灰杭
2を透過して汚染物質Bが吸着された後に、浄化地下水
Cとなって廃棄物処分地の区域外に流下する。Next, the operation of the present invention will be described. <A> Adsorption Since coal ash has a large specific surface area, it effectively adsorbs contaminants B (for example, hydrogen sulfide, phosphorus which is one of the causes of eutrophication of water quality) contained in contaminated groundwater A. can do. Therefore, as shown in FIG. 2, the groundwater A contaminated by the pollutant B flowing out of the waste disposal site becomes the purified groundwater C after the pollutant B is adsorbed through the coal ash pile 2. Runs out of the area of waste disposal site.
【0009】<ロ>集水性 石炭灰杭2が、周辺地盤よりも透水性が良い場合には、
周辺の地下水は石炭灰杭2に集まるため、少ない本数で
効果的に浄化することができる。<B> Water collection When the coal ash pile 2 has better water permeability than the surrounding ground,
Since the surrounding groundwater is collected on the coal ash pile 2, it can be effectively purified with a small number.
【0010】<ハ>補強性 石炭灰杭2には、一軸圧縮強度が2.0kg/cm2 程度期待で
きる。そのため、補強杭としての作用を得ることがで
き、軟弱な地盤を補強することができる。<C> Reinforcement The coal ash pile 2 can be expected to have a uniaxial compressive strength of about 2.0 kg / cm 2 . Therefore, an effect as a reinforcing pile can be obtained, and soft ground can be reinforced.
【0011】[0011]
【本発明の効果】本発明は以上説明したようになるた
め、次のような効果を得ることができる。 <イ>廃棄物処分地から流出した汚染物質により汚染さ
れた地下水を、石炭灰杭に透過させることによって、浄
化することができる。そのため、廃棄物処分地の周辺環
境に与える影響を抑えることができる。Since the present invention has been described above, the following effects can be obtained. <B> Groundwater contaminated by pollutants flowing out of the waste disposal site can be purified by passing it through coal ash piles. Therefore, the influence on the surrounding environment of the waste disposal site can be suppressed.
【0012】<ロ>汚染地下水を石炭灰杭に透過させて
浄化した後に、廃棄物処分地の区域外に流下させること
ができる。そのため、従来からあるその地域の自然地下
水の流れを乱すことが無い。<B> After contaminated groundwater is permeated through coal ash piles and purified, it can be allowed to flow out of the area of the waste disposal site. Therefore, the flow of the natural groundwater in the existing area is not disturbed.
【0013】<ハ>石炭灰により杭を築造することによ
って、補強杭としての作用を得ることができ、軟弱な地
盤を補強することができる。<C> By constructing the pile with coal ash, the function as a reinforcing pile can be obtained, and the soft ground can be reinforced.
【図1】 補強杭を兼ねた石炭灰杭の説明図[Fig. 1] Illustration of coal ash pile that also serves as reinforcement pile
【図2】 石炭灰杭を連続させて壁体を築造した場合の
説明図FIG. 2 is an explanatory view of a case where a wall is constructed by continuously linking coal ash piles.
【図3】 石炭灰杭の築造方法の説明図FIG. 3 is an explanatory diagram of a method for constructing a coal ash pile.
【図4】 石炭灰杭の築造方法の説明図FIG. 4 is an explanatory diagram of a method for constructing a coal ash pile.
【図5】 従来技術の説明図FIG. 5 is an explanatory view of a conventional technique.
Claims (3)
灰により杭を築造し、 汚染物質含有地域より流出する
汚染物質により汚染された地下水を前記杭に透過させて
瀘過する、汚染地下水の浄化方法。1. A contaminated groundwater comprising: constructing a pile of coal ash in the ground around a contaminant-containing area; and permeating the groundwater contaminated by the contaminant flowing out of the contaminant-containing area through the pile and filtering the contaminated groundwater. Purification method.
周縁部に石炭灰により杭を築造し、 汚染物質含有地域より流出する汚染物質により汚染され
た地下水を前記杭に透過させて瀘過する、 汚染地下水の浄化方法。2. A pile is constructed from coal ash at a downstream peripheral portion of a groundwater flow path in a pollutant-containing area, and groundwater contaminated by pollutant flowing out of the pollutant-containing area is transmitted through the pile and filtered. To purify the contaminated groundwater.
項1及び2記載の汚染地下水の浄化方法。3. The method according to claim 1, wherein the coal ash pile is continuously formed into a wall shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3184131A JP2876358B2 (en) | 1991-06-28 | 1991-06-28 | How to purify contaminated groundwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3184131A JP2876358B2 (en) | 1991-06-28 | 1991-06-28 | How to purify contaminated groundwater |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH059925A JPH059925A (en) | 1993-01-19 |
| JP2876358B2 true JP2876358B2 (en) | 1999-03-31 |
Family
ID=16147923
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3184131A Expired - Lifetime JP2876358B2 (en) | 1991-06-28 | 1991-06-28 | How to purify contaminated groundwater |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2876358B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5072201B2 (en) * | 2005-07-28 | 2012-11-14 | ライト工業株式会社 | Environmental conservation method |
| KR100813104B1 (en) * | 2006-12-14 | 2008-03-17 | 한양대학교 산학협력단 | Low-cut compaction pile method |
-
1991
- 1991-06-28 JP JP3184131A patent/JP2876358B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH059925A (en) | 1993-01-19 |
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