JPH0435780A - Treatment of exuded water in waste disposal place - Google Patents

Treatment of exuded water in waste disposal place

Info

Publication number
JPH0435780A
JPH0435780A JP2139970A JP13997090A JPH0435780A JP H0435780 A JPH0435780 A JP H0435780A JP 2139970 A JP2139970 A JP 2139970A JP 13997090 A JP13997090 A JP 13997090A JP H0435780 A JPH0435780 A JP H0435780A
Authority
JP
Japan
Prior art keywords
ground
disposal site
pool
area
water
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.)
Granted
Application number
JP2139970A
Other languages
Japanese (ja)
Other versions
JP2697252B2 (en
Inventor
Katsumi Kotani
克己 小谷
Kazuo Toge
和男 峠
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP2139970A priority Critical patent/JP2697252B2/en
Publication of JPH0435780A publication Critical patent/JPH0435780A/en
Application granted granted Critical
Publication of JP2697252B2 publication Critical patent/JP2697252B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Landscapes

  • Processing Of Solid Wastes (AREA)

Abstract

PURPOSE:To reduce burden for a disposal plant by dividing the surface of a disposal place into both a ground leveling work zone and a ground leveling finish zone and covering the surface of this ground leveling finish zone with a temporary pool and also connecting the inside of the pool to a connection pipe and draining the water in the pool into the peripheral ground. CONSTITUTION:The surface of a disposal place 1 is divided into both a ground leveling work zone I and a ground leveling finish zone II. A temporary pool 10 has a area sufficient to cover the whole surface of the ground leveling finish zone II and further is connected to the connection pipes 9 provided in the vicinity of the temporary pool 10 via a pump P. When it rains in the disposal place 1, rainwater is stored in the temporary pool 10 which occupies at least half of the surface area thereof. The stored rainwater free from harmful substance is discharged into ground E through the connection pipes 9 by operating the pump P and penetrated thereinto. After all, rainwater pours on only the surface of the ground leveling work zone I in the surface area of the disposal place 1. Water penetrated from this part only infiltrates into the bottom part of the disposal place 1. Thereby the burden for a disposal plant 7 can be reduced.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は露天型の廃棄物処分場において特に雨水等に
よる滲出水の排水量を削減する廃棄物処分場における滲
出水の処理方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for treating exudate in an open-air waste disposal site, particularly for reducing the amount of exudate discharged from rainwater or the like.

(従来の技術) 露天型の廃棄物処分場では地盤を掘削し、その内部に塵
芥を投棄し、土などをかけて敷き均し、交互に積層する
作業を繰返している。
(Conventional technology) At open-air waste disposal sites, the ground is excavated, garbage is dumped inside, and soil is poured over and leveled, and layers are layered alternately.

この種の露天型廃棄物処分場では、単に地盤を掘削した
のみては、雨水のしみ込みや水分を含んた厨房芥などか
ら滲出するa機分や重金属などの有害成分を含んだ水か
周囲地盤にしみ込んで地盤を汚染する。
In this type of open-air waste disposal site, if the ground is simply excavated, water containing toxic components such as acetic acid and heavy metals that seep in from rainwater or water-containing kitchen waste will be removed from the surrounding area. It seeps into the ground and contaminates it.

したがって、従来ては処分場内部に防水シートを敷設し
て地盤側と処分場内部を液密に区画するとともに、防水
シートの内底部に集排水路を配置し、処分場内部に積層
された廃棄物の間を通過する滲出液をこの集排水′路に
集め、集水された滲出液を処理施設側に排出し、滲出液
中の重金属イオンなどの有害物を除去し無害化した後、
河川などに放流している。
Therefore, conventionally, a waterproof sheet was laid inside the disposal site to partition the ground side and the inside of the disposal site in a liquid-tight manner, and a collection and drainage channel was placed at the inner bottom of the waterproof sheet, so that the waste piled up inside the disposal site could be separated. The exudate that passes between objects is collected in this collection and drainage channel, and the collected exudate is discharged to the treatment facility, and after removing harmful substances such as heavy metal ions from the exudate and making it harmless,
It is discharged into rivers, etc.

(発明が解決しようとする課題) しかしながら、特に大雨か降った場合や雨季などでは多
量の雨水が塵芥の内部に浸透する結果、滲出水の量が当
初計画された適正な処理容量を越えてしまうことがあり
、この場合には十分に処理が行われなくなる。また処理
後無害化した状態であっても水を放流した場合には住民
の反対運動などの標的になる慣れがあった。
(Problem to be solved by the invention) However, especially when it rains heavily or during the rainy season, a large amount of rainwater permeates inside the garbage, resulting in the amount of seepage water exceeding the originally planned appropriate treatment capacity. In this case, sufficient processing may not be performed. Furthermore, even if the water has been rendered harmless after treatment, it has become a target for residents to protest if the water is released.

この発明は以上の問題点を解決するものであって、この
種の露天型廃棄物処分場に対する水のしみ込み量を減少
させて処理施設に対する過剰な負担を防止出来る廃棄物
処分場における滲出水の処理方法を提供することを目的
とする。
This invention solves the above-mentioned problems, and is capable of reducing the amount of water seeping into this type of open-air waste disposal site, thereby preventing excessive burden on treatment facilities. The purpose is to provide a processing method for

(課題を解決するための手段) 前記目的を達成するため、この発明は、地盤を掘削して
得られた露天型の処分場の内部と周囲地盤との間を水密
に区画する防水シートと、防水シートの内底部に配置さ
れた集排水路を備えた廃棄物処分場において、 前記処分場の表面に敷設される移動可能な仮設プールと
、前記防水シートを貫通して地盤側に連通ずる複数の接
続管を設け、前記処分場表面を塵芥の整地作業区域と整
地終了区域とに交互に分割し、整地終了区域の表面を前
記仮設プールによって覆うととともに、前記接続管とプ
ール内とを接続し、プール内の水を周囲地盤内に排水す
るものである。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a waterproof sheet that watertightly partitions between the interior of an open-air disposal site obtained by excavating the ground and the surrounding ground; In a waste disposal site equipped with a collection and drainage channel arranged at the inner bottom of a waterproof sheet, a movable temporary pool is laid on the surface of the disposal site, and a plurality of movable temporary pools are connected to the ground side through the waterproof sheet. A connecting pipe is provided, the surface of the disposal site is divided alternately into a garbage leveling work area and a leveling finished area, the surface of the leveling finished area is covered by the temporary pool, and the connecting pipe is connected to the inside of the pool. The water in the pool is then drained into the surrounding ground.

(作 用) 以上の構成によれば、仮設プールで覆われた区域の雨水
のしみ込みがなく、プール面積に応じて滲出水量を減す
ることができる。
(Function) According to the above configuration, rainwater does not seep into the area covered by the temporary pool, and the amount of seepage water can be reduced according to the area of the pool.

(実 施 例) 以下、この発明の一実施例を図面を用いて詳細に説明す
る。
(Example) Hereinafter, an example of the present invention will be described in detail using the drawings.

第1図において、この発明にかかる廃棄物処分場1は、
平坦な地盤をほぼ逆台形状に露天掘すして得られたもの
で、その内部と周囲地盤Eとの間にはサンドマット層2
を介して防水シート3が敷設され、この防水シート3の
周縁は地表面において適宜の固定手段によって固定され
ている。
In FIG. 1, a waste disposal site 1 according to the present invention is
It was obtained by open-cutting flat ground into an almost inverted trapezoidal shape, and there is a sand mat layer 2 between the inside and the surrounding ground E.
A waterproof sheet 3 is laid through the ground, and the periphery of this waterproof sheet 3 is fixed on the ground surface by appropriate fixing means.

前記廃棄物処分場1の最底部において、地盤Eの内部に
は礫などをつめた集排水路4が埋設され、処分場1の周
縁部において、地盤Eの内部にしみ込んだ雨水あるいは
地下水はこの集排水路4に集水し、この集排水路4を通
じて河川などに放流させることで、地盤Eの水はけを確
保している。
At the bottom of the waste disposal site 1, a collection and drainage channel 4 filled with gravel is buried inside the ground E, and at the periphery of the disposal site 1, rainwater or groundwater that has seeped into the inside of the ground E is drained through this channel. Drainage of the ground E is ensured by collecting water in the collection and drainage channel 4 and discharging it into a river or the like through this collection and drainage channel 4.

また、前記防水シート3の内側にあって、前記処分場1
の内底部には複数の集排水路5が配置され、処分場1の
内部に集積された廃棄物6の間を通って底部側に溜まる
滲出水をこの集排水路5の取水口を通して集水し、集排
水路5の下流側に設けられた処理施設7へと送水する。
Also, inside the waterproof sheet 3, the disposal site 1
A plurality of collection and drainage channels 5 are arranged at the inner bottom of the disposal site 1, and exudate water that passes between the waste 6 accumulated inside the disposal site 1 and accumulates on the bottom side is collected through the water intake of the collection and drainage channels 5. The water is then sent to a treatment facility 7 provided on the downstream side of the water collection and drainage channel 5.

この処理施設7によって滲出水のなかに含まれる重金属
などの有害成分は除去される。この処理後滲出水は焼却
炉8に送られ、含まれる有機成分を焼却するとともに、
得られた蒸気を福祉施設などの暖房その他の熱源に利用
している。
This treatment facility 7 removes harmful components such as heavy metals contained in the exudate water. After this treatment, the leachate is sent to the incinerator 8, where the organic components contained therein are incinerated and
The steam obtained is used for heating and other heat sources in welfare facilities.

前記防水シート3には階段状に複数の接続管9がこれの
内外を貫通して設けられている。
A plurality of connecting pipes 9 are provided in the waterproof sheet 3 in a stepped manner, penetrating the inside and outside of the waterproof sheet 3.

また、処分場1の廃棄物6で覆われた表面の一部にはビ
ニール製などからなる可撓性のある仮設プール10が移
動可能に敷設される。
Furthermore, a flexible temporary pool 10 made of vinyl or the like is movably laid on a part of the surface of the disposal site 1 covered with waste 6.

前記各接続管9は前記仮設プール10の内部に溜まった
雨水を周囲地盤Eの内部に放流するためのものであり、
既に廃棄物6が蓄積されている箇所では蓋12によって
塞がれる。
Each of the connecting pipes 9 is for discharging rainwater accumulated inside the temporary pool 10 into the surrounding ground E,
Locations where waste 6 has already accumulated are covered by lids 12.

前記処分場1の表面は整地作業区域Iと整地終了区域■
に二分割されている。
The surface of the disposal site 1 is divided into a land preparation work area I and a land preparation completion area ■
It is divided into two parts.

そして、仮設プール10は整地終了区域■の表面全体を
覆う程度の面積であり、また仮設プール10の近傍にあ
る接続管9にポンプP等を介して接続される。
The temporary pool 10 has an area that covers the entire surface of the land leveling finished area (2), and is connected to a connecting pipe 9 near the temporary pool 10 via a pump P or the like.

また、前記整地作業区域Iは現在廃棄物6が投棄され、
ブルドーザ11によって平らに均され、その上部に土砂
を撒きだし、敷き均す場所であり、ある程度層が厚くな
ると、両区域を交替する計画がなされている。
In addition, waste 6 is currently being dumped in the land preparation work area I,
This is the area where the ground is leveled by the bulldozer 11, and then soil is spread and leveled on top of it, and plans are being made to alternate between the two areas once the layer gets thick enough.

以上の構成において、処分場1に雨が降るとその表面積
の半分以上を占める仮設プール10内に溜まる。
In the above configuration, when rain falls on the disposal site 1, it collects in the temporary pool 10, which occupies more than half of the surface area.

溜まった有害物質が含まれていない雨水はポンブPの稼
動により接続管9を通して地盤E内に放流され、内部に
浸透する。
The collected rainwater that does not contain harmful substances is discharged into the ground E through the connecting pipe 9 by the operation of the pump P, and permeates into the ground.

つまり、雨水は処分場1の表面積のうち整地作業区域I
の面積だけに降り注がれ、この部分からの浸透水が処分
場1の底部にしみ込むたけとなる。
In other words, rainwater is collected from the land preparation area I out of the surface area of the disposal site 1.
The water that percolates from this area permeates into the bottom of the disposal site 1.

この滲出水は集排水路4を通じて処理施設7側に送水さ
れ、ここで重金属イオンなどの有害物質を除去して無害
化処理されたのち焼却炉8で焼却される。
This exudate water is sent to the treatment facility 7 side through the collection and drainage channel 4, where it is detoxified by removing harmful substances such as heavy metal ions, and then incinerated in an incinerator 8.

なお、従来では大雨が降った場合や、長雨の場合には、
処分場1の表面積に応じた容積骨の滲出水を処理する必
要があり、しばしば処理施設の適性処理容量を越え、処
理し切れない状態が生じたが、仮設プール10により少
なくともその表面積の半分程度を覆うとすれば、滲出水
の容量は従来の1/4に減少し、処理容量のオーバを防
止できる。
In addition, in the case of heavy rain or long rain, conventionally,
The volume of bone exudate needs to be treated according to the surface area of the disposal site 1, which often exceeds the appropriate treatment capacity of the treatment facility, resulting in a situation where it cannot be completely treated. If the area is covered, the volume of exudate water will be reduced to 1/4 of the conventional volume, and overflow of the treatment capacity can be prevented.

そして、廃棄物6の投棄および土砂の撒きだし。Then, dumping of waste 6 and spreading of earth and sand.

整地作業によって、ある程度整地作業区域Iの廃棄物6
の層厚みが高くなると、今度は接続管9から仮設ブール
10のポンプPをはずし、接続管Qを蓋12を被せた上
で仮設ブール10を移動し、前回の整理作業区域Iを今
回の整理作業終了区域■としてその表面に敷設し、その
近傍の接続層9にポンプPを接続すれば、前回と同様に
処分場1の表面をおった状態での塵芥の投棄作業を持続
できる。
Due to land clearing work, a certain amount of waste in the land clearing work area I6
When the layer thickness increases, the pump P of the temporary boule 10 is removed from the connecting pipe 9, the connecting pipe Q is covered with the lid 12, and the temporary boule 10 is moved, and the previous sorting work area I is changed to the present sorting. By laying it on the surface of the work completion area (2) and connecting the pump P to the connection layer 9 in the vicinity, it is possible to continue the dumping operation with the garbage on the surface of the disposal site 1, as in the previous case.

なお、前記仮設ブール10の移動に際しては、これがシ
ート状であるため、巻くあるいは折り畳んで簡単に移動
させることができる。
In addition, when moving the temporary boule 10, since it is in the form of a sheet, it can be rolled or folded and moved easily.

また、処分場1の表面積か大きい場合には仮設ブール1
0を複数に分割できる。
In addition, if the surface area of disposal site 1 is large, temporary boule 1
0 can be divided into multiple parts.

(発明の効果) 以上実施例によって詳細に説明したように、この発明に
よる廃棄物処分場における滲出水の処理方法にあっては
、仮設ブールで覆われた区域の雨水のしみ込みがなく、
処分場の表面積に占めるプール面積の割合に応じて滲出
水量を減することかできる。
(Effects of the Invention) As described above in detail through the embodiments, the method for treating leachate at a waste disposal site according to the present invention prevents rainwater from seeping into the area covered by the temporary boule.
The amount of seepage water can be reduced depending on the ratio of the pool area to the surface area of the disposal site.

したがって、この発明によれば、処理施設の過剰な負担
が防止され、雨量の有無にかかわらず恒常的な状態で稼
動を行うことができ、容量オーバに伴う処理水の放流を
行う必要かなくなるほか、得られた水蒸気は熱源として
有効利用できる。
Therefore, according to the present invention, an excessive burden on the treatment facility is prevented, it can be operated in a constant state regardless of the amount of rainfall, and there is no need to discharge treated water due to overcapacity. , the obtained steam can be effectively used as a heat source.

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

第1図はこの発明方法による廃棄物処分場の断面説明図
である。 1・・・廃棄物処分場 3・・・防水シート 5・・・集排水路 6・・・廃棄物 7・・・処理施設 8・・・焼却炉 9・・・接続管 10・・・仮設ブール
FIG. 1 is an explanatory cross-sectional view of a waste disposal site according to the method of this invention. 1... Waste disposal site 3... Waterproof sheet 5... Collection and drainage channel 6... Waste 7... Treatment facility 8... Incinerator 9... Connecting pipe 10... Temporary construction boule

Claims (1)

【特許請求の範囲】 地盤を掘削して得られた露天型の処分場の内部と周囲地
盤との間を水密に区画する防水シートと、防水シートの
内底部に配置された集排水路を備えた廃棄物処分場にお
いて、 前記処分場の表面に敷設される移動可能な仮設プールと
、前記防水シートを貫通して地盤側に連通する複数の接
続管を設け、前記処分場表面を塵芥の整地作業区域と整
地終了区域とに交互に分割し、整地終了区域の表面を前
記仮設プールによって覆うととともに、前記接続管と前
記仮設プール内とを接続し、仮設プール内の水を接続管
を通じて周囲地盤内に排水することを特徴とする廃棄物
処分場における滲出水の処理方法。
[Claims of Claims] A waterproof sheet that watertightly partitions the interior of an open-air disposal site obtained by excavating the ground from the surrounding ground, and a collection and drainage channel arranged at the inner bottom of the waterproof sheet. In a waste disposal site, a movable temporary pool is laid on the surface of the disposal site, and a plurality of connecting pipes are provided that penetrate the waterproof sheet and communicate with the ground side, and the surface of the disposal site is leveled for garbage. It is divided alternately into a work area and a land preparation completion area, and the surface of the land preparation completion area is covered with the temporary pool, and the connection pipe and the inside of the temporary pool are connected, and the water in the temporary pool is passed through the connection pipe to the surrounding area. A method for treating leachate at a waste disposal site, which is characterized by draining water into the ground.
JP2139970A 1990-05-31 1990-05-31 Waste disposal methods at waste disposal sites Expired - Lifetime JP2697252B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2139970A JP2697252B2 (en) 1990-05-31 1990-05-31 Waste disposal methods at waste disposal sites

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2139970A JP2697252B2 (en) 1990-05-31 1990-05-31 Waste disposal methods at waste disposal sites

Publications (2)

Publication Number Publication Date
JPH0435780A true JPH0435780A (en) 1992-02-06
JP2697252B2 JP2697252B2 (en) 1998-01-14

Family

ID=15257912

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2139970A Expired - Lifetime JP2697252B2 (en) 1990-05-31 1990-05-31 Waste disposal methods at waste disposal sites

Country Status (1)

Country Link
JP (1) JP2697252B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61246431A (en) * 1985-04-23 1986-11-01 シ−アイ化成株式会社 Rainwater treatment structure of waste disposal basin
JPS6265802A (en) * 1985-09-19 1987-03-25 株式会社ブリヂストン Waste disposal station
JPH0295489A (en) * 1988-10-03 1990-04-06 Shoichiro Igarashi Final garbage disposal method in garbage disposal plant

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61246431A (en) * 1985-04-23 1986-11-01 シ−アイ化成株式会社 Rainwater treatment structure of waste disposal basin
JPS6265802A (en) * 1985-09-19 1987-03-25 株式会社ブリヂストン Waste disposal station
JPH0295489A (en) * 1988-10-03 1990-04-06 Shoichiro Igarashi Final garbage disposal method in garbage disposal plant

Also Published As

Publication number Publication date
JP2697252B2 (en) 1998-01-14

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