JP3406149B2 - Hazardous substance removal method at final waste disposal site - Google Patents

Hazardous substance removal method at final waste disposal site

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Publication number
JP3406149B2
JP3406149B2 JP16224696A JP16224696A JP3406149B2 JP 3406149 B2 JP3406149 B2 JP 3406149B2 JP 16224696 A JP16224696 A JP 16224696A JP 16224696 A JP16224696 A JP 16224696A JP 3406149 B2 JP3406149 B2 JP 3406149B2
Authority
JP
Japan
Prior art keywords
waste
water
leachate
harmful substances
disposal site
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 - Fee Related
Application number
JP16224696A
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Japanese (ja)
Other versions
JPH105714A (en
Inventor
敏雄 川西
安雄 堀井
守生 益崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
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Priority to JP16224696A priority Critical patent/JP3406149B2/en
Publication of JPH105714A publication Critical patent/JPH105714A/en
Application granted granted Critical
Publication of JP3406149B2 publication Critical patent/JP3406149B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、一般廃棄物や産業
廃棄物を埋め立てた廃棄物最終処分場の有害物質除去方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for removing harmful substances from a final waste disposal site for landfills of general waste and industrial waste.

【0002】[0002]

【従来の技術】一般に、一般廃棄物や産業廃棄物を埋め
立てた廃棄物最終処分場では、重金属類などの有害物
質、BOD,CODなどの汚濁物質が流出して周囲の環
境を汚染する恐れがあるため、それを防止する構造がと
られている。以下、重金属類などの有害物質と汚濁物質
の両者を有害物質と称して説明する。
2. Description of the Related Art Generally, at a final disposal site for landfills of general waste and industrial waste, harmful substances such as heavy metals and pollutants such as BOD and COD may flow out to contaminate the surrounding environment. Therefore, there is a structure to prevent it. Hereinafter, both harmful substances such as heavy metals and pollutants will be referred to as harmful substances for description.

【0003】たとえば図2に示した遮断型処分場1で
は、雨水2による廃棄物3中の有害物質の流出を防止す
るために、屋根4を設置するなどの雨水流入防止措置を
講じている。
For example, in the interception type repository 1 shown in FIG. 2, in order to prevent outflow of harmful substances in the waste 3 due to rainwater 2, rainwater inflow prevention measures such as installation of a roof 4 are taken.

【0004】また図3に示した管理型処分場5では、雨
水6を流入させて廃棄物7中の有害物質が溶出した浸出
水8を引き抜き、この浸出水8を浸出水処理施設9に導
入して、生物処理や凝集沈殿や砂濾過や活性炭吸着など
の処理を施し、有害物質を除去した処理水10を放流し
ている。
In the managed landfill 5 shown in FIG. 3, rainwater 6 is introduced to draw out the leachate 8 in which the harmful substances in the waste 7 are eluted, and the leachate 8 is introduced into the leachate treatment facility 9. Then, biological treatment, coagulation-sedimentation, sand filtration, activated carbon adsorption, and other treatments are performed to discharge the treated water 10 from which harmful substances have been removed.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記し
た遮断型処分場1では、有害物質がいつまでも残留する
ことになり、その処理が将来に先送りされるだけであ
る。
However, in the shut-off type repository 1 described above, harmful substances are left indefinitely, and the treatment is postponed in the future.

【0006】管理型処分場5では、豪雨時や梅雨時に多
量の浸出水が発生するため、浸出水を一時貯留するため
の大規模な調整槽が必要である。また、豪雨時や梅雨時
でなくとも通常は浸出水処理量が多く、渇水期には浸出
水がほとんど発生しなくなるなど、年間を通じての浸出
水の水量や水質の変動が大きいため、効率よく有害物質
を除去できず、埋立完了後も長期間にわたり処理を続け
る必要がある。
Since a large amount of leachate is generated during heavy rain or rainy season at the management-type disposal site 5, a large-scale adjusting tank for temporarily storing leachate is required. Also, the amount of treated leachate is usually large even during heavy rains and rainy seasons, and almost no leachate occurs during the dry season. The substance cannot be removed, and it is necessary to continue the treatment for a long time after the landfill is completed.

【0007】本発明は上記問題を解決するもので、廃棄
物最終処分場の有害物質を効率よく除去できるようにす
ることを目的とするものである。
The present invention solves the above problems, and an object of the present invention is to enable efficient removal of harmful substances from waste final disposal sites.

【0008】[0008]

【課題を解決するための手段】上記問題を解決するため
に、本発明の請求項1記載の廃棄物最終処分場の有害物
質除去方法は、一般廃棄物や産業廃棄物を埋め立てた廃
棄物最終処分場の有害物質除去方法であって、前記廃棄
物最終処分場への雨水の流入を防止する状態において、
埋め立てた廃棄物に散水して、廃棄物より浸出した浸出
水を引き抜き、引き抜いた浸出水に、生物処理や凝集沈
殿処理や砂濾過や活性炭吸着などの浸出水処理を施し
て、浸出水中の有害物質を除去し、有害物質を除去した
処理水は循環返送して前記廃棄物に散水するものであっ
て、散水に酸を混合するものである。散水する際には、
廃棄物中の有害物質を溶出させるに十分な量であって、
できるだけ少量の水を、定量的かつ連続的に散水する。
In order to solve the above problems, the method for removing harmful substances from a final waste disposal site according to claim 1 of the present invention is a waste final disposal method for landfilling general waste or industrial waste. A method for removing hazardous substances from a disposal site, wherein the rainwater is prevented from flowing into the final disposal site,
Sprinkle water on the landfilled waste and draw out the leachate leached from the waste, subject the extracted leachate to biological treatment, coagulation sedimentation, sand filtration, activated carbon adsorption, etc. removing the material, treated water to remove harmful substances be one which watering the waste and return cycle
Then, the water is mixed with acid. When watering,
A sufficient amount to elute harmful substances in waste,
Sprinkle as little water as possible quantitatively and continuously.

【0009】[0009]

【0010】請求項記載の廃棄物最終処分場の有害物
質除去方法は、浸出水中の塩濃度が所定濃度以上に上昇
した時には、処理水をさらに脱塩処理し、脱塩処理水を
循環返送して廃棄物に散水し、処理水の脱塩処理工程で
生じた濃縮塩水を電気透析により酸とアルカリとに分離
し、酸は散水に混合し、アルカリは有害物質除去工程へ
循環返送して使用するものである。
According to the method for removing harmful substances at the final disposal site of waste according to claim 2 , the salt concentration in the leachate rises above a predetermined concentration.
When it is done, the treated water is further desalted, and the desalinated water is
In the desalination process of treated water, it is recycled and sprinkled on the waste.
The resulting concentrated saline solution is separated into acid and alkali by electrodialysis.
The acid is mixed with sprinkling water, and the alkali is sent to the harmful substance removal process.
It is used by circulating and returning .

【0011】上記した構成によれば、比較的少量のほぼ
一定量の浸出水を処理すればよく、効率よく有害物質を
除去できる。また、処理水の有効利用を図れる。
According to the above construction, it is sufficient to treat a relatively small amount of substantially constant amount of leachate, and the harmful substances can be removed efficiently. In addition, the treated water can be effectively used.

【0012】[0012]

【発明の実施の形態】以下、本発明の一実施形態を図面
を参照しながら説明する。図1において、廃棄物最終処
分場11は一般廃棄物や産業廃棄物である廃棄物12を
埋め立てたものであり、処分場11に隣接して、浸出水
処理施設13が設けられている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, a final waste disposal site 11 is a landfill of waste 12, which is general waste or industrial waste, and a leachate treatment facility 13 is provided adjacent to the disposal site 11.

【0013】廃棄物最終処分場11は、雨水14の流入
を防止する屋根15を備えた遮断型の処分場であり、屋
根15の下方に、廃棄物12に散水する散水装置16が
設けられ、廃棄物12より浸出した浸出水を集める集水
装置(図示せず)が底部に埋設されている。
The final waste disposal site 11 is a shield type disposal site equipped with a roof 15 for preventing the inflow of rainwater 14, and a sprinkler 16 for sprinkling the waste 12 is provided below the roof 15. A water collecting device (not shown) for collecting the leachate leached from the waste 12 is buried in the bottom portion.

【0014】浸出水処理施設13は、浸出水処理装置1
7と、電気透析法などによる脱塩装置18と、バイポー
ラ膜電気透析装置19とを備えており、集水装置に集め
られた浸出水20は浸出水処理装置17に導入される。
浸出水処理装置17は、図示を省略するが、調整槽など
の前処理設備、フロック形成槽や沈殿槽などのカルシウ
ム除去設備、曝気槽などの生物処理設備、凝集槽や凝集
沈殿槽などの凝集沈殿設備、砂濾過塔、活性炭吸着塔、
キレート樹脂吸着塔などを有している。
The leachate treatment facility 13 is a leachate treatment unit 1.
7, a desalting device 18 such as an electrodialysis method, and a bipolar membrane electrodialysis device 19, and the leachate 20 collected in the water collecting device is introduced into the leachate treatment device 17.
Although not shown, the leachate treatment device 17 includes pretreatment equipment such as a conditioning tank, calcium removal equipment such as a floc formation tank and sedimentation tank, biological treatment equipment such as an aeration tank, coagulation tank and coagulation sedimentation tank. Sedimentation equipment, sand filtration tower, activated carbon adsorption tower,
It has a chelate resin adsorption tower.

【0015】以下、上記構成における作用を説明する。
散水装置16に散水用水21を送水するとともに、送水
される散水用水21に酸22を注入して、調製された酸
性水23を散水装置16によって廃棄物12の上方より
散水し、廃棄物12中の有害物質を含んで集水装置に流
入した浸出水20を浸出水処理施設13の浸出水処理装
置17に導入する。
The operation of the above structure will be described below.
The sprinkler water 16 is sent to the sprinkler 16, the acid 22 is injected into the sprinkler water 21 to be sent, and the prepared acidic water 23 is sprinkled from above the waste 12 by the sprinkler 16 so that The leachate 20 containing the harmful substances and flowing into the water collecting device is introduced into the leachate treating device 17 of the leachate treating facility 13.

【0016】浸出水処理装置17では、前処理設備で浸
出水20の夾雑物除去や流量調整を行い、カルシウム除
去設備でカルシウム分を沈殿させ、生物処理設備で主と
してBOD,窒素を除去し、凝集沈殿設備で主としてC
OD,懸濁物を凝集沈殿させ、砂濾過塔で残存する微細
な懸濁物を除去し、活性炭吸着塔で残存するCODを除
去し、キレート樹脂吸着塔で残存する重金属類を除去す
る。
In the leachate treatment device 17, the pretreatment facility removes contaminants and adjusts the flow rate of the leachate 20, the calcium removal facility precipitates the calcium content, and the biological treatment facility removes mainly BOD and nitrogen to agglomerate. Mainly C in precipitation equipment
The OD and the suspension are coagulated and settled, the fine suspension remaining in the sand filtration tower is removed, the COD remaining in the activated carbon adsorption tower is removed, and the heavy metals remaining in the chelate resin adsorption tower are removed.

【0017】これらの有害物質を除去した処理水24
は、散水用水21に混合して循環使用する。蒸発などに
よる損失分は、補給水25により補う。そして、処理水
24(すなわち浸出水20)を循環させながら有害物質
除去を行う間に、浸出水20の塩濃度が所定濃度、たと
えば0.5%以上に上昇した時には、浸出水処理装置1
7より塩濃度の高い処理水24aを脱塩装置18に送
り、電気透析法などによって脱塩する。脱塩処理水26
は、散水用水21に混合して循環使用する。
Treated water 24 from which these harmful substances have been removed
Is mixed with the water for sprinkling 21 and used in circulation. The loss due to evaporation or the like is compensated by the makeup water 25. When the salt concentration of the leachate 20 rises to a predetermined concentration, for example 0.5% or more, while the harmful substances are removed while circulating the treated water 24 (that is, the leachate 20), the leachate treatment apparatus 1
Treated water 24a having a salt concentration higher than that of No. 7 is sent to the desalting device 18 and desalted by an electrodialysis method or the like. Desalinated water 26
Is mixed with the water for sprinkling 21 and used in circulation.

【0018】脱塩装置18で生じた濃縮塩水27は、バ
イポーラ膜電気透析装置19に送って酸28とアルカリ
29とに分離し、酸28は散水用水21に混合し、アル
カリ29は浸出水処理装置17へ返送して凝集沈殿処理
などに循環使用するか、あるいは回収する。このとき分
離される酸28の量によって、外部から注入する酸22
の量を調節する。
The concentrated salt water 27 produced in the desalting device 18 is sent to a bipolar membrane electrodialysis device 19 to separate into an acid 28 and an alkali 29, the acid 28 is mixed with sprinkling water 21, and the alkali 29 is treated with leachate. It is returned to the device 17 and is recycled or used for coagulation-sedimentation treatment or the like. The acid 22 injected from the outside depends on the amount of the acid 28 separated at this time.
Adjust the amount of.

【0019】浸出水処理装置17に蓄積してくる有害物
質30は適宜引き抜く。上記した構成によれば、遮断型
の処分場11としながら、散水を行うことで廃棄物12
中の有害物質を溶出させ、有害物質を含んだ浸出水20
を、有害物質除去処理しつつ循環させるようにしたた
め、浸出水処理量を有害物質が溶出される必要最小量に
抑えて、効率よく有害物質を除去することができ、処分
場11の有害物質を安定して除去できる。このとき、酸
性水23を散水するようにしたので、重金属などの溶出
を促進することができ、埋立完了後の処理期間を短縮で
きる。
The harmful substance 30 accumulated in the leachate treatment device 17 is appropriately extracted. According to the above-mentioned structure, the waste 12 can be obtained by sprinkling water while using the blocking type disposal site 11.
Leachate 20 containing toxic substances by elution of harmful substances
Since it is circulated while removing harmful substances, the amount of leachate treated can be suppressed to the necessary minimum amount for the harmful substances to be eluted, and the harmful substances can be efficiently removed. Can be removed stably. At this time, since the acidic water 23 is sprinkled, the elution of heavy metals and the like can be promoted, and the treatment period after completion of landfill can be shortened.

【0020】また、浸出水処理量を最小限に抑えられる
結果、従来の管理型処分場と比較して、浸出水を貯留す
る調製槽が不要になり、省スペース化、省力化、省エネ
ルギー化、低コスト化を図れる。
Further, as a result of minimizing the amount of treated leachate, a preparation tank for storing leachate is not required as compared with the conventional controlled disposal site, which saves space, labor and energy. The cost can be reduced.

【0021】さらに、脱塩処理した際の濃縮塩水27か
ら酸28・アルカリ29を回収し、回収した酸28を処
分場11への散布に、アルカリ29を凝集沈殿処理など
に利用するようにしたので、副産物の有効利用を図れ
る。
Further, the acid 28 and the alkali 29 are recovered from the concentrated salt water 27 after the desalting treatment, and the recovered acid 28 is used for spraying to the disposal site 11, and the alkali 29 is used for the coagulation and precipitation treatment. Therefore, effective use of by-products can be achieved.

【0022】なお、浸出水処理装置17,脱塩装置1
8,電気透析装置19は上記したものに限定されること
なく構成することができ、脱塩装置18の前段または後
段にオゾン処理装置を備えるなど、適宜変更を加えても
よい。
The leachate treatment device 17 and the desalination device 1
8. The electrodialysis device 19 can be configured without being limited to the above-mentioned one, and may be appropriately modified, for example, an ozone treatment device may be provided in a stage before or after the desalting device 18.

【0023】[0023]

【発明の効果】以上のように本発明によれば、遮断型処
分場としながら散水を行うようにしたことにより、処理
すべき浸出水量を最小限に抑えて、有害物質を効率よく
除去でき、従来の管理型処分場と比較して、省スペース
化、省力化、省エネルギー化、低コスト化を実現でき
る。
As described above, according to the present invention, since the water is sprinkled in the interception type disposal site, the amount of leachate to be treated can be minimized and the harmful substances can be efficiently removed. Space saving, labor saving, energy saving, and cost reduction can be realized compared with the conventional management type landfill.

【0024】酸を混合して散水する場合には、重金属な
どの有害物質の溶出を促進することができ、埋立完了後
の処理期間を短縮できる。処理水を脱塩処理した場合に
は、濃縮塩水から酸・アルカリを回収することができ、
回収した酸・アルカリは処理系内で有効利用できる。
When an acid is mixed and sprinkled with water, elution of harmful substances such as heavy metals can be promoted, and the treatment period after completion of landfill can be shortened. When the treated water is desalted, the acid and alkali can be recovered from the concentrated salt water,
The recovered acid / alkali can be effectively used in the treatment system.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施形態における廃棄物最終処分場
の概略全体構成を示した説明図である。
FIG. 1 is an explanatory diagram showing a schematic overall configuration of a final waste disposal site according to an embodiment of the present invention.

【図2】従来の遮断型処分場の概略全体構成を示した説
明図である。
FIG. 2 is an explanatory diagram showing a schematic overall configuration of a conventional barrier-type disposal site.

【図3】従来の管理型処分場の概略全体構成を示した説
明図である。
FIG. 3 is an explanatory diagram showing a schematic overall configuration of a conventional managed disposal site.

【符号の説明】[Explanation of symbols]

11 廃棄物最終処分場 12 廃棄物 13 浸出水処理施設 15 屋根 16 散水装置 17 浸出水処理装置 18 脱塩装置 19 バイポーラ膜電気透析装置 20 浸出水 21 散水用水 22 酸 23 酸性水 24,24a処理水 25 補給水 26 脱塩処理水 27 濃縮塩水 28 酸 29 アルカリ 30 有害物質 11 Waste final disposal site 12 Waste 13 Leachate treatment facility 15 roof 16 Sprinkler 17 Leachate treatment equipment 18 Desalination equipment 19 Bipolar membrane electrodialyzer 20 Leachate 21 Water for watering 22 acid 23 Acidic water 24, 24a treated water 25 Make-up water 26 Desalinated water 27 concentrated brine 28 acid 29 Alkali 30 Hazardous substances

フロントページの続き (56)参考文献 特開 昭54−84328(JP,A) (58)調査した分野(Int.Cl.7,DB名) B09B 1/00 Continuation of front page (56) Reference JP-A-54-84328 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) B09B 1/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 一般廃棄物や産業廃棄物を埋め立てた廃
棄物最終処分場の有害物質除去方法であって、前記廃棄
物最終処分場への雨水の流入を防止する状態において、
埋め立てた廃棄物に散水して、廃棄物より浸出した浸出
水を引き抜き、引き抜いた浸出水に、生物処理や凝集沈
殿処理や砂濾過や活性炭吸着などの浸出水処理を施し
て、浸出水中の有害物質を除去し、有害物質を除去した
処理水は循環返送して前記廃棄物に散水するものであっ
て、散水に酸を混合することを特徴とする廃棄物最終処
分場の有害物質除去方法。
1. A method for removing harmful substances from a final waste disposal site for landfills of general waste or industrial waste, wherein rainwater is prevented from flowing into the final disposal site.
Sprinkle water on the landfilled waste and draw out the leachate leached from the waste, subject the extracted leachate to biological treatment, coagulation sedimentation, sand filtration, activated carbon adsorption, etc. removing the material, treated water to remove harmful substances be one which watering the waste and return cycle
A method for removing harmful substances at a final landfill site for waste, which comprises mixing acid with sprinkling water .
【請求項2】 浸出水中の塩濃度が所定濃度以上に上昇
した時には、処理水をさらに脱塩処理し、脱塩処理水を
循環返送して廃棄物に散水し、処理水の脱塩処理工程で
生じた濃縮塩水を電気透析により酸とアルカリとに分離
し、酸は散水に混合し、アルカリは有害物質除去工程へ
循環返送して使用することを特徴とする請求項1に記載
の廃棄物最終処分場の有害物質除去方法。
2. The salt concentration in the leachate rises above a certain level.
When it is done, the treated water is further desalted, and the desalinated water is
In the desalination process of treated water, it is recycled and sprinkled on the waste.
The resulting concentrated saline solution is separated into acid and alkali by electrodialysis.
The acid is mixed with sprinkling water, and the alkali is sent to the harmful substance removal process.
The method for removing harmful substances from a final disposal site of waste according to claim 1, wherein the method is used by circulating and returning .
JP16224696A 1996-06-24 1996-06-24 Hazardous substance removal method at final waste disposal site Expired - Fee Related JP3406149B2 (en)

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KR20020076390A (en) * 2001-03-28 2002-10-11 이복일 The landfill construction method which uses air dome
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