JP3879563B2 - Waste landfill site, gas collecting device and gas processing device there - Google Patents
Waste landfill site, gas collecting device and gas processing device there Download PDFInfo
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- JP3879563B2 JP3879563B2 JP2002098588A JP2002098588A JP3879563B2 JP 3879563 B2 JP3879563 B2 JP 3879563B2 JP 2002098588 A JP2002098588 A JP 2002098588A JP 2002098588 A JP2002098588 A JP 2002098588A JP 3879563 B2 JP3879563 B2 JP 3879563B2
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- gas
- waste landfill
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Description
【0001】
【発明の属する技術分野】
この発明は、廃棄物を埋立処分するための廃棄物埋立処理場と、そこでのガス収集装置及びガス処理装置に関する。
【0002】
【従来の技術】
廃棄物埋立処分場では、投入した廃棄物の層からメタンや炭酸ガスのほか、硫化水素、硫化メチル、二硫化メチルの、メチルメルカプタン、アンモニアなどを含むガスが発生し、その悪臭による埋立作業環境及び埋立地周辺の環境汚染、火災、広義には温暖化ガスの排出による環境破壊などの問題を惹起している。
【0003】
【発明が解決しようとする課題】
このため、既設の処分場の多くは、大地を掘下げて構築した凹窪部の底部に浸出水の集配水管を敷設し、上端が大気に開口し、周壁にガス流通口を有するガス抜き管の下端を上記集配水管に連通して立設し、嫌気的条件でガスを発生する廃棄物の層内に自然に空気の流入を行う準好気性埋立構造が多くの埋立地で採用されているが、埋立る廃棄物の性状等によっては対応が間に合わず、ガスによる問題は解消されていない。又、積極的に発生ガスの処理を行うため、既設のガス抜き管すべての上部にガス処理装置を設置したり、新たにガス抜き井戸を設置することも行われているが、これには多大のコストと時間を要する。
【0004】
【課題を解決するための手段】
本発明は、上述した問題点を解消するために開発されたもので、請求項1の廃棄物埋立処分場は底部に浸出水の集配水管を敷設し、上記集配水管に下端を連通すると共に、上端が大気に開口し、周壁にガス流通口を有するガス抜き管を上記集配水管から立設し、上記浸出水の集配水管に連通したガス吸引手段を設け、上記ガス吸引手段で吸引したガスを処理するガス処理手段を付設したことを特徴とする。この場合、ガス抜き管の上端部付近に、空気の流入量調節手段を設けたり、ガス抜き管の大気と接する部分の周壁に、ガス流通口を遮断する遮蔽手段を設けたりすることが好ましい。請求項4の廃棄物埋立処分場でのガス収集装置は、廃棄物埋立処分場の底部に敷設された浸出水の集配水管と、上記集配水管に下端を連通して立設され、上端が大気に開口し、周壁にガス流通口を有するガス抜き管とを備えた廃棄物埋立処分場でのガス収集装置において、上記浸出水の集配水管に連通したガス吸引手段を設けたことを特徴とする。又、請求項7の廃棄物処分場でのガス処理装置は、廃棄物埋立処分場の底部に敷設された浸出水の集配水管と、上記集配水管に下端を連通して立設され、上端が大気に開口し、周壁にガス流通口を有するガス抜き管と、浸出水の集配水管に連通したガス吸引手段とを備えた廃棄物埋立処分場でのガス処理装置であって、上記ガス吸引手段で吸引したガスをガス処理手段に供給するようにしたことを特徴とする。そして、請求項4の廃棄物処分場でのガス収集装置も、請求項7の廃棄物処分場でのガス処理装置も、ガス抜き管の上端部付近に、空気の流入量調節手段を設けたり、ガス抜き管の大気と接する部分の周壁にガス流通口を遮断する遮蔽手段を設けたりすることが好ましい。
【0005】
【発明の実施の形態】
図示の実施例において、10は大地を深く掘下げて凹窪部として構築した広大な廃棄物埋立処分場で、その内周と底は周知のように凹窪部内で発生した浸出水が地中に浸透して地下水を汚染するのを防止するため不透水性シートで覆われている。又、凹窪部の底部には投棄した廃棄物から発生した浸出水を場外の貯溜槽12に排水する集配水管11が網の目の様に設けてある。集配水管11の凹窪部内に配管されている部分には浸出水を管内に取入れるための通水口が周壁に開設してある。
【0006】
上記集配水管11の凹窪部内に配管されている部分の所々に、下端が集配水管と連通したガス抜き管13が立設してある。ガス抜き管13の上端は開口し、周壁には凹窪部内に投棄された廃棄物Aから発生するガスを取り入れるためのガス流通口を有する。凹窪部内に投棄された廃棄物の層の高さがガス抜き管13の上端に近付いてきたら新しいガス抜き管を継いで上に伸ばし、その上端は常に廃棄物の層の上面より上に位置させる。
【0007】
貯溜槽12に集まった浸出水はポンプP1で浸出水処理施設へ送水し、無害化して放流する。
【0008】
又、貯溜槽12の気相部には、送気管14の一端が開口している。送気管14にはガス吸引手段としてフアンFが設けられ、送気管14の他端はガス処理手段15に連絡している。上記フアンFの運転によって、処分場の凹窪部に投入した埋立廃棄物の層で発生したガスは、ガス抜き管13の内部に周壁のガス流通口から入り、下向流して浸出水の集配水管11の内部を通って貯溜槽12に導かれ、送気管14でガス処理手段15に送入され、ここで処理される。
【0009】
ガス処理手段15でのガス処理は、一般的なガス処理でよく、例えば、水洗、アルカリ洗浄、酸洗浄、アルカリ+次亜塩素酸ソーダ洗浄、酸洗浄+アルカリ洗浄、酸洗浄+(アルカリ+次亜塩素酸ソーダ洗浄)、活性炭吸着、生物脱臭(水処理の曝気槽への吹き込みも含む)、脱硫塔等であり、発生ガスの性状により選定する。このガス処理は浸出水処理場で一括して処理しても良い。
【0010】
ガス抜き管の全部の上端は大気に開口しているので、全部のガス抜き管の開口部にダンパー等の開口度合いを調整できる設備を付与し、空気の流入を制御することが好ましい。それは、全てのガス抜き管から効率的に空気と発生ガスを吸引するためと、埋立廃棄物は嫌気性で無く好気状態に保ち、分解の促進と、嫌気性発酵による硫化水素等の発生を抑制するためである。従って、全てのガス抜き管からも若干の空気を吸引するようにダンパー16等で調整する。尚、各ガス抜き管に流量計を付与しても良い。こうして出来ればガス抜き管と集配水管の各連結点での酸素濃度が15%以上あることが望ましい。
【0011】
ガス抜き管は周壁にガス流通口を有するものを用いるが、開口部付近の埋立廃棄物層から上に出ている部分には覆い17を施し、ガス抜き管側面のガス流通口を仮設的に遮蔽することが、効率的なガス吸引のために望ましい。また、集配水管も通常周壁に通水口を有するものを用いるが、埋立初期で凹窪部の底部の集配水管上に廃棄物が積まれていない場合も、同様の理由で仮設的に遮蔽を行うことが望ましい。ただしこれらの遮蔽物は、ガス抜き管および集配水管本来の機能を妨げないよう、埋立物により埋設される直前に撤去する。
【0012】
特にガス抜き管は、前述したように、埋立物の嵩が高くなるに伴い上に延長させていくため、ガス流通口の遮蔽物およびダンパー等の空気流入量調節設備は簡易に取付け、取外しできるようにしておくことが望まれる。
【0013】
図1の実施例では浸出水の貯溜槽12は密閉構造にし、貯溜槽からガスが外に洩れるのを防止しているが、図2の実施例のように貯溜槽の上面は開放していてもよい。この場合は、浸出水を貯溜槽に導入する集配水管の末端11′を貯溜槽内の浸出水の液中に浸漬してガスが貯溜槽の外に出るのを阻止し、集配水管中をフアンで吸引されるガスは、集配水管に接続した送気管14からガス処理手段15に供給すればよい。
【0014】
廃棄物埋立処分場は、大地を掘下げて構築する場合を例にして説明してきたが、山間の谷間を造成して建設してもよいし、平地に土堰壁、コンクリート側壁を設けて形成してもよい。また、本発明は既設の処分場にも、新設の処分場にも適用することができる。
【0015】
【発明の効果】
本発明によれば、廃棄物埋立処分場から発生する悪臭・可燃性・毒性・地球温暖化物質を含んだガスをガス抜き管と連結した集配水管の末端よりフアン等のガス吸引手段で吸引し、ガス処理手段で処理を行うことにより発生ガスを周辺に拡散することなく、効果的に環境改善を行うことができる。更に、集配水管の集合終点(排水貯溜槽入口)の一箇所にてガス処理を行うため、ガス抜き管全てに処理装置を設置したり、ガス抜き井戸を設置する方法と比較し、効率が良いと共に埋立処分場の施設稼動後にガス問題が顕在化した場合にも、増設がしやすい。
【図面の簡単な説明】
【図1】本発明による廃棄物埋立処分場と、そのガス収集装置及びガス処理装置の一実施例のフローシート。
【図2】本発明による廃棄物埋立処分場と、そのガス収集装置及びガス処理装置の他の実施例のフローシート。
【符号の説明】
10 廃棄物埋立処分場
11 浸出水の集配水管
12 浸出水の貯溜槽
13 ガス抜き管
14 送気管
15 ガス処理手段
16 ダンパー
17 遮蔽用の覆い[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a waste landfill treatment site for landfilling waste, and a gas collecting device and a gas treatment device there.
[0002]
[Prior art]
In the landfill site, methane and carbon dioxide, as well as gas containing hydrogen sulfide, methyl sulfide, methyl disulfide, methyl mercaptan, ammonia, etc. are generated from the layer of waste input. In addition, there are problems such as environmental pollution around the landfill, fire, and environmental destruction due to the emission of greenhouse gases in a broad sense.
[0003]
[Problems to be solved by the invention]
For this reason, most of the existing disposal sites have a degassing pipe with a leachate collection and distribution pipe installed at the bottom of the recessed part constructed by digging down the ground, the upper end opened to the atmosphere, and the peripheral wall has a gas distribution port. A semi-aerobic landfill structure is adopted in many landfills, where the lower end communicates with the above collection and distribution pipes, and air naturally flows into the waste layer that generates gas under anaerobic conditions. Depending on the nature of the waste to be landfilled, the response cannot be made in time, and the problem of gas has not been solved. In addition, in order to positively handle the generated gas, a gas processing device or a new vent well has been installed above all the existing vent pipes. Cost and time.
[0004]
[Means for Solving the Problems]
The present invention was developed in order to solve the above-mentioned problems, and the waste landfill disposal site according to claim 1 lays a leachate collection and distribution pipe at the bottom, and communicates the lower end with the collection and distribution pipe. A gas vent pipe having an upper end opened to the atmosphere and having a gas circulation port on the peripheral wall is erected from the water collection / distribution pipe, gas suction means communicating with the water collection / distribution pipe of the leachate is provided, and the gas sucked by the gas suction means is provided. The gas processing means to process is attached. In this case, it is preferable to provide an air inflow amount adjusting means in the vicinity of the upper end of the degassing pipe, or to provide a shielding means for blocking the gas circulation port on the peripheral wall of the degassing pipe in contact with the atmosphere. The gas collection device in the waste landfill site according to claim 4 is constructed such that a leachate collection / distribution pipe laid at the bottom of the waste landfill disposal site, the lower end communicating with the collection / distribution pipe, and the upper end is the atmosphere In the gas collection device at the waste landfill disposal site provided with a gas vent pipe having a gas circulation port in the peripheral wall, gas suction means communicating with the leachate collection and distribution pipe is provided. . Further, the gas processing apparatus in the waste disposal site according to claim 7 is erected with a leachate collecting / distributing pipe laid at the bottom of the waste landfill disposal site, and a lower end communicating with the collecting / distributing pipe. A gas treatment apparatus in a waste landfill site, comprising a gas vent pipe having a gas circulation port in the peripheral wall and a gas suction means communicating with a leachate collection and distribution pipe, the gas suction means The gas sucked in is supplied to the gas processing means. The gas collecting device at the waste disposal site according to claim 4 and the gas processing device at the waste disposal site according to claim 7 are provided with an air inflow amount adjusting means in the vicinity of the upper end of the gas vent pipe. In addition, it is preferable to provide a shielding means for blocking the gas circulation port on the peripheral wall of the portion of the gas vent pipe that is in contact with the atmosphere.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
In the embodiment shown in the figure, 10 is a vast waste landfill disposal site constructed as a concave part by deeply digging the ground, and its inner periphery and bottom are well known as leachate generated in the concave part. It is covered with an impervious sheet to prevent penetration and contamination of groundwater. In addition, a collection and
[0006]
[0007]
The leachate collected in the
[0008]
Further, one end of the
[0009]
The gas treatment in the gas treatment means 15 may be a general gas treatment, for example, water washing, alkali washing, acid washing, alkali + sodium hypochlorite washing, acid washing + alkali washing, acid washing + (alkali + secondary). Sodium chlorite washing), activated carbon adsorption, biological deodorization (including blowing into water aeration tanks), desulfurization tower, etc., selected according to the properties of the generated gas. This gas treatment may be performed in a batch at the leachate treatment plant.
[0010]
Since all the upper ends of the degassing pipes are open to the atmosphere, it is preferable to provide equipment capable of adjusting the degree of opening of dampers or the like to the openings of all the degassing pipes to control the inflow of air. This is because air and generated gas are efficiently sucked from all vent pipes, and landfill waste is kept in anaerobic rather than anaerobic conditions, promoting decomposition and generating hydrogen sulfide and the like by anaerobic fermentation. It is for suppressing. Therefore, the
[0011]
A gas vent pipe having a gas circulation port on the peripheral wall is used. However, a
[0012]
In particular, as described above, since the gas vent pipe is extended upward as the bulk of the landfill is increased, the air flow rate adjusting equipment such as the gas distribution port shield and the damper can be easily installed and removed. It is desirable to do so.
[0013]
In the embodiment of FIG. 1, the
[0014]
The waste landfill disposal site has been explained by taking the earth as an example, but it may be constructed by creating a valley between mountains, or by forming a soil dam wall and a concrete side wall on a flat ground. May be. The present invention can be applied to an existing disposal site and a new disposal site.
[0015]
【The invention's effect】
According to the present invention, gas containing malodorous, flammable, toxic and global warming substances generated from a waste landfill site is sucked by a gas suction means such as a fan from the end of a water collection and distribution pipe connected to a gas vent pipe. By performing the treatment with the gas treatment means, it is possible to effectively improve the environment without diffusing the generated gas to the periphery. Furthermore, since gas treatment is performed at one point of the collection end point of the collection and distribution pipe (drainage reservoir entrance), it is more efficient than a method in which a treatment device is installed in all the degassing pipes or a degassing well is installed. At the same time, if a gas problem becomes apparent after the operation of the landfill site, the expansion is easy.
[Brief description of the drawings]
FIG. 1 is a flow sheet of an embodiment of a waste landfill site according to the present invention, a gas collection device thereof, and a gas treatment device.
FIG. 2 is a flow sheet of another embodiment of a waste landfill site according to the present invention, and its gas collection device and gas processing device.
[Explanation of symbols]
DESCRIPTION OF
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002098588A JP3879563B2 (en) | 2002-04-01 | 2002-04-01 | Waste landfill site, gas collecting device and gas processing device there |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002098588A JP3879563B2 (en) | 2002-04-01 | 2002-04-01 | Waste landfill site, gas collecting device and gas processing device there |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2003290733A JP2003290733A (en) | 2003-10-14 |
| JP3879563B2 true JP3879563B2 (en) | 2007-02-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2002098588A Expired - Fee Related JP3879563B2 (en) | 2002-04-01 | 2002-04-01 | Waste landfill site, gas collecting device and gas processing device there |
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| JP (1) | JP3879563B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010234269A (en) * | 2009-03-31 | 2010-10-21 | Taisei Corp | Waste disposal site |
| CN103934250B (en) * | 2014-03-25 | 2016-08-17 | 同济大学 | Landfill gas and the device and method of percolate in extraction house refuse heap body simultaneously |
| CN105170637B (en) * | 2015-08-26 | 2018-09-18 | 苏州宏奇锐自动化有限公司 | A kind of automation equipment for repairing polluted soil |
| CN108246781A (en) * | 2018-03-12 | 2018-07-06 | 深圳市为民生态技术有限公司 | A kind of smelly deodoration system of refuse landfill control |
| CN115748831A (en) * | 2022-12-23 | 2023-03-07 | 浙江爱科乐环保有限公司 | Passive landfill gas guiding and discharging device |
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2002
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| JP2003290733A (en) | 2003-10-14 |
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