JP4114119B2 - Landfill board processing system - Google Patents

Landfill board processing system Download PDF

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Publication number
JP4114119B2
JP4114119B2 JP00039799A JP39799A JP4114119B2 JP 4114119 B2 JP4114119 B2 JP 4114119B2 JP 00039799 A JP00039799 A JP 00039799A JP 39799 A JP39799 A JP 39799A JP 4114119 B2 JP4114119 B2 JP 4114119B2
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Japan
Prior art keywords
landfill
neutralization solution
drainage
water
landfill material
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JP2000199219A (en
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邦興 平間
龍之 松尾
博 久保
武 川地
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Obayashi Corp
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Obayashi Corp
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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Processing Of Solid Wastes (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、酸性若しくはアルカリ性の埋立材からなる埋立地盤を処理するシステムに関する。
【0002】
【従来の技術】
埋立材を用いて埋立地盤を形成する際、該埋立材が酸性あるいはアルカリ性を呈する材料であると、酸性成分やアルカリ成分が雨水とともに地下水系に流入するおそれがある。
【0003】
そのため、埋立処分先が例えば産業廃棄物処分場である場合には、処分場底面に遮水工を施した上で該遮水工の底部に集排水構造を設け、該集排水構造に集められた浸出水をポンプアップして中和処理し、しかる後に放流することによって、埋立材からの浸出成分が環境に拡散することがないよう配慮されている。
【0004】
一方、埋立作業が終了した跡地は貴重な土地資源となるため、これを適切かつ有効に土地利用することが望ましいが、跡地利用を図るにあたっては、埋立地盤の沈下や強度、埋立材の組成やその変化、埋立材からの浸出水の質と量及びその変化などに十分な注意が必要であることは言うまでもない。
【0005】
【発明が解決しようとする課題】
ここで、例えば火力発電所等から発生する石炭灰が埋立材である場合には、雨水の浸透に伴って高アルカリの浸出水が発生する。そのため、埋立処分が完了した後も、浸出水のpHが所定の排水基準、例えば5.8〜8.6をクリアするまで集排水構造からのポンプアップ及び中和放流作業を長期間継続せねばならず、跡地利用が遅れてしまう、あるいは実質的に跡地利用が困難となるという問題を生じていた。
【0006】
本発明は、上述した事情を考慮してなされたもので、埋立地盤からアルカリ成分や酸性成分が浸出する場合においてその跡地利用を速やかに開始することが可能な埋立地盤の処理システムを提供することを目的とする。
【0007】
【課題を解決するための手段】
上記目的を達成するため、本発明に係る埋立地盤の処理システムは請求項1に記載したように、中和溶液を作製する中和溶液作製手段と、該中和溶液作製手段に接続され前記中和溶液を埋立材に供給する供給手段と、前記埋立材を浸透した中和溶液を回収する集排水手段と、該集排水手段に接続された水処理設備とを備えてなり、前記供給手段を、前記埋立材の貯留空間の底面に施工された遮水工の上に敷設された吐出管で構成するとともに、前記集排水手段を、前記貯留空間の地表面近傍に設けられた集排水ピットで構成し、該集排水ピットの中に排水管の基端を連通させ、前記埋立材を廃棄物処分場に埋め立てられる埋立材としたものである。
また、本発明に係る埋立地盤の処理システムは請求項2に記載したように、中和溶液を作製する中和溶液作製手段と、該中和溶液作製手段に接続され前記中和溶液を埋立材に供給する供給手段と、前記埋立材を浸透した中和溶液を回収する集排水手段と、該集排水手段に接続された水処理設備とを備えてなり、前記供給手段を、前記埋立材の貯留空間の底面に敷設された吐出管で構成するとともに、前記集排水手段を、前記貯留空間の地表面近傍に設けられた集排水ピットで構成し、該集排水ピットの中に排水管の基端を連通させ、前記貯留空間を取り囲む遮水壁を構築して該遮水壁の周囲の地下水が前記遮水壁の下端を廻って該貯留空間内に流入するように構成するとともに、前記吐出管における前記中和溶液の吐出方向を鉛直上方に設定し、前記埋立材を廃棄物処分場に埋め立てられる埋立材としたものである。
【0008】
また、本発明に係る埋立地盤の処理システムは、前記水処理設備を前記中和溶液作製手段に接続することにより、前記中和溶液作製手段、前記供給手段、前記集排水手段及び前記水処理設備を経て前記中和溶液作製手段に戻る循環系が形成されるように構成したものである。
【0009】
また、本発明に係る埋立地盤の処理システムは、前記埋立材を石炭灰、前記中和溶液を酸性水としたものである。
【0013】
本発明に係る埋立地盤の処理システムにおいては、中和溶液作製手段で作製された中和溶液を供給手段を介して埋立材に供給する。
【0014】
このようにすると、供給された中和溶液は、埋立材を浸透通過する間に該埋立材を中和するので、これを滲出水として集排水手段にて回収するとともに、該滲出水を水処理設備に送り、該設備にてpH処理する。
【0015】
ここで、水処理設備でpH処理された水を河川等にそのまま放流してもかまわないが、かかる水処理設備を前記中和溶液作製手段に接続することにより、前記中和溶液作製手段、前記供給手段、前記集排水手段及び前記水処理設備を経て前記中和溶液作製手段に戻る循環系が形成されるように構成したならば、埋立材の中和処理に用いる水を循環使用することが可能となり、水自体を節約することができることはもちろん、水タンク、水供給用ポンプ、河川への放水路等が不要となり若しくは小規模で済む。
【0016】
埋立材としては、それ自体の作用であるいは雨水の浸透に伴って該浸透雨水に連行される形でアルカリ成分や酸性成分が滲出するすべてのものが対象となる。また、中和溶液については、埋立材のpHに応じて適宜選択すればよい。例えば、埋立材を石炭灰とした場合には、中和溶液を、希塩酸、希硫酸、炭酸などから作製した酸性水とすればよい。
【0019】
また、前記供給手段を前記埋立材の貯留空間の底面に敷設された吐出管で構成するとともに、前記集排水手段を前記貯留空間の地表面近傍に設けられた集排水ピットで構成した場合には、集排水構造を持たない廃棄物処分場にも適用することが可能となる。
【0020】
さらに、前記貯留空間を取り囲む遮水壁を構築して該遮水壁の周囲の地下水が前記遮水壁の下端を廻って貯留空間内に流入するように構成するとともに、前記吐出管における前記中和溶液の吐出方向を鉛直上方に設定したならば、中和溶液は、その鉛直上方への吐出作用と上方に向かう地下水の流れとによって確実に上方に浸透しつつ埋立材を中和することとなり、貯留空間底部に遮水構造を設けずとも、埋立材からの溶出物や中和溶液が下方に浸透して地下水系に拡散することを懸念することなく、埋立地盤を早期に中性化することが可能となる。
【0021】
【発明の実施の形態】
以下、本発明に係る埋立地盤の処理システムの実施の形態について、添付図面を参照して説明する。なお、従来技術と実質的に同一の部品等については同一の符号を付してその説明を省略する。
【0022】
図1は、本実施形態に係る埋立地盤の処理システムを示した全体図である。同図でわかるように、本実施形態に係る埋立地盤の処理システム1は、中和溶液を作製する中和溶液作製手段としての作製設備2と、該作製設備に接続された供給手段としての吐出管3と、埋立材を浸透して滲出水となった中和溶液を回収する集排水手段としての集排水ピット4と、排水管5を介して該集排水ピットに接続された水処理設備6とを備える。
【0023】
作製設備2は、希塩酸、希硫酸、炭酸などの酸性溶液が中和剤として収容された中和剤タンク7と、該中和剤を必要に応じて希釈するための水が収容された水槽8と、これらを混合攪拌するミキサー9と、混合攪拌されたものを中和溶液として吐出管3に圧送するポンプ10とからなる。
【0024】
ここで、ミキサー9には水処理設備6を接続してあり、該水処理設備でpH処理された処理水を中和剤や水とともに混合攪拌することで新たな中和溶液として再び吐出管3に圧送するようになっている。すなわち、作製設備2、吐出管3、集排水ピット4及び水処理設備6は、中和溶液に関する循環系を形成する。
【0025】
吐出管3には中和溶液を吐出するための吐出孔12が多数形成してあり、埋立材の貯留空間11の底面に敷設してある。かかる吐出管3は、例えば塩化ビニル製の中空パイプで構成することができる。
【0026】
集排水ピット4は、埋立材の埋立作業が完了した後、埋立材で満たされた貯留空間11の地表面(埋立天端)近傍に設置される。
【0027】
本実施形態に係る埋立地盤の処理システム1は、貯留空間11底面に集排水構造を持たない廃棄物処分場への適用を想定したものであり、かかる処理システム1を構築するには、図2に示すように、貯留空間11の底面に施工された遮水工22の上に吐出管3を予め敷設し、しかる後に埋立材である石炭灰21の埋立作業を開始する。
【0028】
ここで、遮水工22は、例えば鉄筋コンクリート、防水シート等で適宜構成すればよい。また、吐出管3は、その吐出孔12が上方を向くように敷設するのがよい。
【0029】
次に、石炭灰21の埋立作業を開始する。そして、石炭灰21が所定の設計高さまで埋め立てられたならば、地表面(埋立天端)近傍に集排水ピット4を構築し、その中に排水管5の基端を連通させる。排水管5の基端側には、排水ポンプ23を適宜配置しておく。
【0030】
このようにして処理システム1の構築が完了したならば、作製設備2にて中和溶液を作製し、これを吐出管3を介して埋立材である石炭灰21に供給する。
【0031】
このようにすると、供給された中和溶液は、石炭灰21を浸透通過する間に石炭灰から溶出するカルシウムイオン、ナトリウムイオン、カリウムイオンといったアルカリ土類金属やアルカリ金属イオンといったアルカリ成分を中和し、しかる後に滲出水として集排水ピット4に滲出してくる。
【0032】
中和溶液は、希塩酸、希硫酸、炭酸などを用いて作製すればよいが、酸性が強すぎて石炭灰から鉄やアルミニウムあるいは重金属が溶出することがないように、石炭灰21の性状等に応じてその酸性度を適宜調整するのが望ましい。また、滲出水のpH変化を監視しながら間欠的に中和溶液を吐出管3から供給することも考えられる。なお、集排水ピット4に滲出してくる水ができるだけ中性に近くなるように中和溶液の酸性度を調整するようにすれば、水処理設備6でのpH処理の負担を軽減することも可能となる。
【0033】
次に、集排水ピット4に滲出してきた水を排水管5を介して水処理設備6に送り、該設備にて適宜pH処理する。
【0034】
なお、水処理設備6にて処理された水は、上述したように再びミキサー9内で水や中和剤と適宜混合された後、新たな中和溶液として吐出管3に圧送され、循環使用される。
【0035】
以上説明したように、本実施形態に係る埋立地盤の処理システム1によれば、供給された中和溶液である酸性水が埋立材である石炭灰21を浸透通過する間に該石炭灰から溶出するアルカリ成分を中和するので、石炭灰21からなる埋立地盤は、高アルカリ地盤から中性地盤へと速やかに変化する。
【0036】
したがって、埋立地盤内の中性化を雨水浸透に委ねていた従来に比べ、埋立作業完了後の跡地利用を早期に開始することが可能となる。
【0037】
また、本実施形態に係る埋立地盤の処理システム1によれば、水処理設備6を作製設備2のミキサー9に接続することにより、作製設備2、吐出管3、集排水ピット4、水処理設備6を経て作製設備2に戻る循環系が形成されることとなり、石炭灰21の中和処理に用いる水を循環使用することができるとともに、水自体の節約はもちろん、水タンク、水供給用ポンプ、河川への放水路等の省略若しくは小規模化が可能となる。
【0038】
また、本実施形態に係る埋立地盤の処理システム1によれば、埋立材を石炭灰21、中和溶液を酸性水としたので、火力発電所から発生する石炭灰を用いた埋立地盤を速やかに中性化させることが可能となる。
【0039】
また、本実施形態に係る埋立地盤の処理システム1によれば、吐出管3を貯留空間11の底面に敷設するとともに、集排水ピット4を石炭灰21の埋立天端近傍に設けるようにしたので、集排水構造を持たない廃棄物処分場にも適用することが可能となる。
【0040】
本実施形態では、供給手段である吐出管3を貯留空間11の底面に敷設するとともに、集排水手段である集排水ピット4を石炭灰21の埋立天端近傍に設けるようにしたが、かかる構成に限定されるものではなく、図3に示すように、供給手段を埋立材である石炭灰21の貯留空間上方に設置された散布装置31で構成するとともに、集排水手段を貯留空間11の底面に設置された集排水管33及びその周囲に配置された砕石等のドレイン材32からなる集排水構造34で構成してもよい。かかる構成によれば、モニタリング用として廃棄物処分場に設置済みの集排水構造34を利用することが可能となり、新たな設備投資を抑えることができる。
【0041】
また、図4に示すように、供給手段としての有底多孔管41及び集排水手段としての有底多孔管42を向かい合わせとなるように石炭灰21からなる埋立地盤に鉛直に多数埋設するようにしてもよい。
【0042】
また、本実施形態では、山間部等に設置された廃棄物処分場に本発明を適用することを前提としたが、立地条件はもちろん、そもそも廃棄物処分場に限定されるものではなく、例えば海岸沿いや沖合に構築される埋立地盤に適用してもよいことは言うまでもない。
【0043】
また、本実施形態では、埋立材からの溶出物や中和溶液が地下水系に流入して環境に拡散するのを防止すべく、貯留空間の周囲に遮水工22を設けるようにしたが、地下水位のレベルや海水面の高さによって上述した懸念がないのであれば、かかる遮水工を省略してもよい。
【0044】
図5に示した変形例は、貯留空間11を取り囲む遮水壁51を構築して該遮水壁の周囲の地下水が遮水壁51の下端を同図矢印に示すように貯留空間11に廻り込むように構成するとともに、吐出孔12が鉛直上方を向くように吐出管3を掘削底面52に敷設してある。なお、作製設備2や水処理設備6については上述の実施形態と同様であるので、その説明については省略する。
【0045】
かかる構成によれば、集排水ピット4の水位が貯留空間11周囲の地下水位をよりも常に低くなるよう、滲出水の汲み上げ速度やピット深さを設定することにより、地下水が遮水壁51の下端から貯留空間11内に流れ込んで上方へと向かう流れが形成される。
【0046】
そのため、中和溶液は、かかる上方に向かう地下水の流れと鉛直上方への吐出作用との相乗作用によって確実に上方に浸透しつつ埋立材である石炭灰21を中和することとなり、貯留空間11底部に遮水構造を設けずとも、埋立材である石炭灰21からの溶出物や中和溶液が下方に浸透して地下水系に拡散することを懸念することなく、埋立地盤を早期に中性化することが可能となる。
【0047】
【発明の効果】
以上述べたように、請求項1に係る本発明の埋立地盤の処理システムによれば、埋立地盤は、アルカリ地盤あるいは酸性地盤から中性地盤へと速やかに変化する。したがって、埋立地盤内の中性化を雨水浸透に委ねていた従来に比べ、埋立作業完了後の跡地利用を早期に開始することが可能となる。
【0048】
また、請求項2に係る本発明の埋立地盤の処理システムによれば、埋立材の中和処理に用いる水を循環使用することができるとともに、水自体の節約はもちろん、水タンク、水供給用ポンプ、河川への放水路等の省略若しくは小規模化が可能となるという効果も奏する。
【0049】
また、請求項3に係る本発明の埋立地盤の処理システムによれば、火力発電所から発生する石炭灰を用いた埋立地盤を速やかに中性化させることが可能となるという効果も奏する。
【0050】
また、請求項4に係る本発明の埋立地盤の処理システムによれば、モニタリング用として廃棄物処分場に設置済みの集排水構造を利用することが可能となり、新たな設備投資を抑えることができるという効果も奏する。
【0051】
また、請求項5に係る本発明の埋立地盤の処理システムによれば、集排水構造を持たない廃棄物処分場にも適用することが可能となるという効果も奏する。
【0052】
また、請求項6に係る本発明の埋立地盤の処理システムによれば、貯留空間底部に遮水構造を設けずとも、埋立材からの溶出物や中和溶液が下方に浸透して地下水系に拡散することを懸念することなく、埋立地盤を早期に中性化することが可能となるという効果も奏する。
【0053】
【図面の簡単な説明】
【図1】本実施形態に係る埋立地盤の処理システムを示した全体図。
【図2】本実施形態に係る埋立地盤の処理システムを作用を示した断面図。
【図3】変形例に係る埋立地盤の処理システムの断面図。
【図4】別の変形例に係る埋立地盤の処理システムの断面図。
【図5】別の変形例に係る埋立地盤の処理システムの断面図。
【符号の説明】
1 埋立地盤の処理システム
2 作製設備(中和溶液作製手段)
3 吐出管(供給手段)
4 集排水ピット(集排水手段)
6 水処理設備
11 貯留空間
12 吐出孔
21 石炭灰(埋立材)
31 散布装置(供給手段)
34 集排水構造(集排水手段)
41 有底多孔管(供給手段)
42 有底多孔管(集排水手段)
51 遮水壁
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a system for treating a landfill board made of an acidic or alkaline landfill material.
[0002]
[Prior art]
When a landfill board is formed using a landfill material, if the landfill material is an acid or alkaline material, there is a possibility that an acidic component or an alkali component flows into the groundwater system together with rainwater.
[0003]
Therefore, when the landfill destination is, for example, an industrial waste disposal site, a drainage structure is provided at the bottom of the impervious work after a water-impervious work is applied to the bottom of the disposal site, and collected in the drainage structure. The leachate is pumped up, neutralized, and then discharged to prevent the leachate from the landfill material from diffusing into the environment.
[0004]
On the other hand, since the site where the landfill work has been completed becomes a valuable land resource, it is desirable to use this land appropriately and effectively.However, in order to use the site, the settlement and strength of the landfill board, the composition of the landfill material, Needless to say, sufficient attention must be paid to such changes, the quality and quantity of leachate from landfills, and changes thereof.
[0005]
[Problems to be solved by the invention]
Here, for example, when coal ash generated from a thermal power plant or the like is a landfill material, highly alkaline leachate is generated as the rainwater permeates. Therefore, after completion of landfill disposal, pumping up from the drainage structure and neutralization discharge work must be continued for a long time until the pH of the leachate clears a predetermined drainage standard, for example, 5.8 to 8.6. However, there has been a problem that the use of the ruins is delayed or the use of the ruins is substantially difficult.
[0006]
The present invention has been made in consideration of the above-described circumstances, and provides a landfill board processing system capable of quickly starting the use of the ruins when alkaline components and acidic components are leached from the landfill board. With the goal.
[0007]
[Means for Solving the Problems]
In order to achieve the above object, a landfill board processing system according to the present invention comprises a neutralization solution preparation means for preparing a neutralization solution and a neutralization solution preparation means connected to the neutralization solution preparation means as described in claim 1. A supply means for supplying the sum solution to the landfill material; a collection and drainage means for collecting the neutralized solution that has permeated the landfill material; and a water treatment facility connected to the collection and drainage means. And a discharge pipe laid on a water barrier constructed on the bottom surface of the storage space for the landfill material, and the drainage means is a drainage pit provided near the ground surface of the storage space. In this configuration, the base end of the drain pipe is communicated with the drainage pit, and the landfill material is used as a landfill material to be landed in a waste disposal site .
Further, the landfill board processing system according to the present invention is, as described in claim 2, a neutralization solution preparation means for preparing a neutralization solution, and the neutralization solution preparation means connected to the neutralization solution preparation means. Supply means, collecting and draining means for recovering the neutralized solution that has permeated the landfill material, and water treatment equipment connected to the drainage means, and the supply means for the landfill material A discharge pipe laid on the bottom surface of the storage space, and the drainage means is constituted by a drainage pit provided in the vicinity of the ground surface of the storage space, and a drainage pipe base is formed in the drainage pit. The end is connected, and a water-impervious wall surrounding the storage space is constructed so that groundwater around the water-impervious wall flows around the lower end of the water-impervious wall and flows into the storage space. Set the discharge direction of the neutralized solution in the pipe vertically upward It is obtained by the reclaimed material to be landfilled the landfill material in waste disposal sites.
[0008]
Moreover, the landfill board processing system according to the present invention comprises the neutralization solution preparation means, the supply means, the drainage means, and the water treatment equipment by connecting the water treatment equipment to the neutralization solution preparation means. Then, a circulation system that returns to the neutralization solution preparation means is formed.
[0009]
In the landfill board processing system according to the present invention, the landfill material is coal ash, and the neutralized solution is acid water.
[0013]
In the landfill board processing system according to the present invention, the neutralized solution prepared by the neutralized solution preparing means is supplied to the landfill material through the supplying means.
[0014]
By doing so, the supplied neutralizing solution neutralizes the landfill material while penetrating through the landfill material, so that the landfill material is recovered by the drainage means as leachable water, and the leachate water is treated with water. It is sent to the equipment, and pH treatment is performed in the equipment.
[0015]
Here, the pH-treated water in the water treatment facility may be discharged to a river or the like as it is, but by connecting the water treatment facility to the neutralization solution preparation unit, the neutralization solution preparation unit, If configured to form a circulation system that returns to the neutralization solution preparation means via the supply means, the drainage means, and the water treatment facility, it is possible to circulate and use the water used for the neutralization treatment of the landfill material. This makes it possible to save water itself, as well as eliminating the need for water tanks, water supply pumps, water discharge channels to rivers, etc.
[0016]
As the landfill material, all materials in which alkali components and acidic components are exuded by the action of itself or in the form of being entrained in the infiltrated rainwater with the infiltration of rainwater are targeted. Further, the neutralizing solution may be appropriately selected according to the pH of the landfill material. For example, when the landfill material is coal ash, the neutralization solution may be acid water prepared from dilute hydrochloric acid, dilute sulfuric acid, carbonic acid, or the like.
[0019]
Further, when the supply means is constituted by a discharge pipe laid on the bottom surface of the storage space for the landfill material, and the drainage means is constituted by a collection and drainage pit provided near the ground surface of the storage space. It can also be applied to a waste disposal site that does not have a drainage structure.
[0020]
Further, a water-impervious wall surrounding the storage space is constructed so that groundwater around the water-impervious wall flows into the storage space around the lower end of the water-impervious wall, and the middle of the discharge pipe If the discharge direction of the sum solution is set vertically upward, the neutralizing solution will neutralize the landfill material while reliably infiltrating upward due to the vertically upward discharge action and the upward flow of groundwater. Even without providing a water-impervious structure at the bottom of the storage space, neutralize the landfill board early without worrying about the eluate or neutralized solution from the landfill material penetrating downward and diffusing into the groundwater system It becomes possible.
[0021]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of a landfill board processing system according to the present invention will be described below with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.
[0022]
FIG. 1 is an overall view showing a landfill board processing system according to the present embodiment. As can be seen from the figure, the landfill board processing system 1 according to the present embodiment includes a production facility 2 as a neutralization solution production means for producing a neutralization solution, and a discharge as a supply means connected to the production equipment. A pipe 3, a collection / drain pit 4 as a collection / drainage means for collecting the neutralized solution that has permeated the landfill material to become exudate, and a water treatment facility 6 connected to the collection / drainage pit via a drain pipe 5 With.
[0023]
The production facility 2 includes a neutralizer tank 7 in which an acidic solution such as dilute hydrochloric acid, dilute sulfuric acid, and carbonic acid is accommodated as a neutralizer, and a water tank 8 in which water for diluting the neutralizer as necessary is accommodated. And a mixer 9 for mixing and stirring them, and a pump 10 for pumping the mixture and stirring to the discharge pipe 3 as a neutralized solution.
[0024]
Here, a water treatment facility 6 is connected to the mixer 9, and the treated water that has been subjected to pH treatment in the water treatment facility is mixed and stirred together with a neutralizing agent and water to again form the discharge pipe 3 as a new neutralized solution. It is supposed to be pumped to. That is, the production facility 2, the discharge pipe 3, the drainage pit 4 and the water treatment facility 6 form a circulation system related to the neutralized solution.
[0025]
A number of discharge holes 12 for discharging the neutralizing solution are formed in the discharge pipe 3, and are laid on the bottom surface of the storage space 11 for the landfill material. The discharge pipe 3 can be constituted by, for example, a hollow pipe made of vinyl chloride.
[0026]
The drainage pit 4 is installed in the vicinity of the ground surface (landfill top) of the storage space 11 filled with the landfill material after the landfill work of the landfill material is completed.
[0027]
The landfill board processing system 1 according to the present embodiment is assumed to be applied to a waste disposal site that does not have a collection and drainage structure on the bottom surface of the storage space 11. As shown in FIG. 3, the discharge pipe 3 is laid in advance on the water-impervious work 22 constructed on the bottom surface of the storage space 11, and then the landfill work of the coal ash 21 as the landfill material is started.
[0028]
Here, the water-impervious work 22 may be appropriately configured with, for example, reinforced concrete, a waterproof sheet, or the like. The discharge pipe 3 is preferably laid so that the discharge hole 12 faces upward.
[0029]
Next, the landfill work of the coal ash 21 is started. And if the coal ash 21 is reclaimed to the predetermined design height, the drainage pit 4 is constructed near the ground surface (landfill top end), and the base end of the drainage pipe 5 is communicated therewith. A drainage pump 23 is appropriately disposed on the proximal end side of the drainage pipe 5.
[0030]
When the construction of the treatment system 1 is completed in this way, a neutralization solution is produced by the production equipment 2 and supplied to the coal ash 21 that is a landfill material through the discharge pipe 3.
[0031]
In this way, the supplied neutralization solution neutralizes alkaline components such as alkaline earth metals and alkali metal ions such as calcium ions, sodium ions and potassium ions eluted from the coal ash 21 while passing through the coal ash 21. However, after that, it exudes into the drainage pit 4 as exudate.
[0032]
The neutralization solution may be prepared using dilute hydrochloric acid, dilute sulfuric acid, carbonic acid, or the like, but the properties of the coal ash 21 and the like are set so that iron, aluminum, or heavy metals are not eluted from the coal ash due to too strong acidity. It is desirable to adjust the acidity accordingly. It is also conceivable to intermittently supply the neutralizing solution from the discharge pipe 3 while monitoring the pH change of the exudate. In addition, if the acidity of the neutralization solution is adjusted so that the water exuded into the drainage pit 4 is as neutral as possible, the burden of pH treatment in the water treatment facility 6 may be reduced. It becomes possible.
[0033]
Next, the water that has oozed into the drainage pit 4 is sent to the water treatment facility 6 through the drain pipe 5 and subjected to pH treatment as appropriate in the facility.
[0034]
The water treated in the water treatment facility 6 is appropriately mixed with water and a neutralizing agent again in the mixer 9 as described above, and then pumped to the discharge pipe 3 as a new neutralizing solution for circulation use. Is done.
[0035]
As described above, according to the landfill board processing system 1 according to the present embodiment, acidic water that is the supplied neutralization solution is eluted from the coal ash while passing through the coal ash 21 that is the landfill material. Since the alkaline component to be neutralized is neutralized, the landfill board made of coal ash 21 changes quickly from a highly alkaline ground to a neutral ground.
[0036]
Therefore, it becomes possible to start the use of the ruins after the completion of the landfill work earlier than in the conventional case where the neutralization in the landfill board is left to rainwater infiltration.
[0037]
Moreover, according to the landfill board processing system 1 according to the present embodiment, the water treatment facility 6 is connected to the mixer 9 of the production facility 2, whereby the production facility 2, the discharge pipe 3, the drainage pit 4, and the water treatment facility. A circulation system that returns to the production facility 2 through 6 is formed, and the water used for the neutralization treatment of the coal ash 21 can be circulated and used, as well as saving water itself, as well as a water tank and a water supply pump. In addition, it is possible to omit or reduce the size of the water discharge channel to the river.
[0038]
Moreover, according to the landfill board processing system 1 according to the present embodiment, the landfill material is coal ash 21 and the neutralization solution is acid water. Therefore, the landfill board using coal ash generated from the thermal power plant can be quickly It becomes possible to neutralize.
[0039]
Further, according to the landfill board processing system 1 according to the present embodiment, the discharge pipe 3 is laid on the bottom surface of the storage space 11 and the drainage pit 4 is provided in the vicinity of the landfill top end of the coal ash 21. It can also be applied to a waste disposal site that does not have a drainage structure.
[0040]
In the present embodiment, the discharge pipe 3 as the supply means is laid on the bottom surface of the storage space 11 and the drainage pit 4 as the drainage means is provided in the vicinity of the landfill top of the coal ash 21. As shown in FIG. 3, the supply means is composed of a spraying device 31 installed above the storage space of coal ash 21 that is a landfill material, and the drainage means is a bottom surface of the storage space 11. You may comprise the drainage structure 34 which consists of the drainage materials 32, such as the collected drainage pipe 33 installed in the circumference | surroundings, and the circumference | surroundings. According to such a configuration, it becomes possible to use the collection and drainage structure 34 that is already installed in the waste disposal site for monitoring, and it is possible to suppress new capital investment.
[0041]
Further, as shown in FIG. 4, a large number of bottomed perforated pipes 41 as supply means and bottomed perforated pipes 42 as drainage and drainage means are vertically buried in a landfill board made of coal ash 21 so as to face each other. It may be.
[0042]
Further, in the present embodiment, it is assumed that the present invention is applied to a waste disposal site installed in a mountainous area or the like, but of course the location conditions are not limited to the waste disposal site in the first place. Needless to say, it may be applied to landfills constructed along the coast or offshore.
[0043]
Moreover, in this embodiment, in order to prevent the effluent from the landfill material and the neutralized solution from flowing into the groundwater system and diffusing into the environment, the water shielding work 22 is provided around the storage space. If there is no concern as described above depending on the level of the groundwater level or the height of the seawater, such a water shielding work may be omitted.
[0044]
In the modification shown in FIG. 5, a water-impervious wall 51 surrounding the storage space 11 is constructed, and groundwater around the water-impervious wall travels around the storage space 11 as indicated by the arrow at the lower end of the water-impervious wall 51. The discharge pipe 3 is laid on the excavation bottom surface 52 so that the discharge hole 12 faces vertically upward. In addition, since the production equipment 2 and the water treatment equipment 6 are the same as those in the above-described embodiment, the description thereof is omitted.
[0045]
According to such a configuration, the groundwater is allowed to flow through the impermeable wall 51 by setting the pumping speed of the exudate and the pit depth so that the water level in the drainage pit 4 is always lower than the groundwater level around the storage space 11. A flow that flows from the lower end into the storage space 11 and moves upward is formed.
[0046]
Therefore, the neutralization solution neutralizes the coal ash 21 that is the landfill material while surely permeating upward by the synergistic action of the upward groundwater flow and the vertically upward discharge action, and the storage space 11 Even if there is no water-impervious structure at the bottom, the landfill board can be neutralized early without worrying that the effluent from the coal ash 21 or the neutralization solution will permeate downward and diffuse into the groundwater system. Can be realized.
[0047]
【The invention's effect】
As described above, according to the landfill board processing system of the present invention according to claim 1, the landfill board quickly changes from the alkaline ground or the acid ground to the neutral ground. Therefore, it becomes possible to start the use of the ruins after the completion of the landfill work earlier than in the conventional case where the neutralization in the landfill board is left to rainwater infiltration.
[0048]
Further, according to the landfill board processing system of the present invention according to claim 2, water used for the neutralization treatment of the landfill material can be circulated and used, as well as saving water itself, water tank, water supply There is also an effect that a pump, a water discharge channel to a river, etc. can be omitted or reduced in size.
[0049]
Moreover, according to the processing system of the landfill board of this invention which concerns on Claim 3, the effect that it becomes possible to neutralize the landfill board using the coal ash which generate | occur | produces from a thermal power plant quickly is also show | played.
[0050]
In addition, according to the landfill board processing system of the present invention according to claim 4, it is possible to use the collection and drainage structure already installed in the waste disposal site for monitoring, and to suppress new capital investment. There is also an effect.
[0051]
Moreover, according to the landfill board processing system of the present invention according to claim 5, there is also an effect that it can be applied to a waste disposal site having no drainage structure.
[0052]
Moreover, according to the landfill board processing system of the present invention according to claim 6, the eluate and the neutralized solution from the landfill material permeate downwardly into the groundwater system without providing a water shielding structure at the bottom of the storage space. There is also an effect that the landfill board can be neutralized at an early stage without worrying about spreading.
[0053]
[Brief description of the drawings]
FIG. 1 is an overall view showing a landfill board processing system according to an embodiment of the present invention.
FIG. 2 is a sectional view showing the operation of the landfill board processing system according to the present embodiment.
FIG. 3 is a sectional view of a landfill board processing system according to a modification.
FIG. 4 is a sectional view of a landfill board processing system according to another modification.
FIG. 5 is a cross-sectional view of a landfill board processing system according to another modification.
[Explanation of symbols]
1 Landfill board treatment system 2 Production equipment (neutralization solution production means)
3 Discharge pipe (supply means)
4 Drainage pit (collection and drainage means)
6 Water treatment equipment 11 Storage space 12 Discharge hole 21 Coal ash (landfill material)
31 Spraying device (supplying means)
34 Collection and drainage structure (collection and drainage means)
41 Bottomed porous tube (supply means)
42 Bottomed perforated pipe (collection and drainage means)
51 Impermeable wall

Claims (4)

中和溶液を作製する中和溶液作製手段と、該中和溶液作製手段に接続され前記中和溶液を埋立材に供給する供給手段と、前記埋立材を浸透した中和溶液を回収する集排水手段と、該集排水手段に接続された水処理設備とを備えてなり、前記供給手段を、前記埋立材の貯留空間の底面に施工された遮水工の上に敷設された吐出管で構成するとともに、前記集排水手段を、前記貯留空間の地表面近傍に設けられた集排水ピットで構成し、該集排水ピットの中に排水管の基端を連通させ、前記埋立材を廃棄物処分場に埋め立てられる埋立材としたことを特徴とする埋立地盤の処理システム。Neutralization solution preparation means for preparing a neutralization solution, supply means connected to the neutralization solution preparation means for supplying the neutralization solution to the landfill material, and collection and drainage for recovering the neutralization solution permeating the landfill material And a water treatment facility connected to the water collecting and draining means, and the supply means is composed of a discharge pipe laid on a water barrier constructed on the bottom surface of the storage space for the landfill material. In addition, the drainage means is constituted by a drainage pit provided near the ground surface of the storage space, the base end of the drainage pipe is communicated with the drainage pit, and the landfill material is disposed of as waste. A landfill disposal system characterized by the use of landfill material that is reclaimed on the ground. 中和溶液を作製する中和溶液作製手段と、該中和溶液作製手段に接続され前記中和溶液を埋立材に供給する供給手段と、前記埋立材を浸透した中和溶液を回収する集排水手段と、該集排水手段に接続された水処理設備とを備えてなり、前記供給手段を、前記埋立材の貯留空間の底面に敷設された吐出管で構成するとともに、前記集排水手段を、前記貯留空間の地表面近傍に設けられた集排水ピットで構成し、該集排水ピットの中に排水管の基端を連通させ、前記貯留空間を取り囲む遮水壁を構築して該遮水壁の周囲の地下水が前記遮水壁の下端を廻って該貯留空間内に流入するように構成するとともに、前記吐出管における前記中和溶液の吐出方向を鉛直上方に設定し、前記埋立材を廃棄物処分場に埋め立てられる埋立材としたことを特徴とする埋立地盤の処理システム。Neutralization solution preparation means for preparing a neutralization solution, supply means connected to the neutralization solution preparation means for supplying the neutralization solution to the landfill material, and collection and drainage for recovering the neutralization solution permeating the landfill material And a water treatment facility connected to the water collecting and draining means, the supply means is constituted by a discharge pipe laid on the bottom surface of the storage space for the landfill material, and the water collecting and draining means, The drainage pit provided in the vicinity of the ground surface of the storage space, the base end of the drainage pipe communicated with the drainage pit, and a water shielding wall surrounding the storage space is constructed. The groundwater around the bottom of the impermeable wall flows into the storage space, and the discharge direction of the neutralizing solution in the discharge pipe is set vertically upward, and the landfill material is discarded. and characterized in that a landfill material to be buried in things disposal sites Processing system of that landfill ground. 前記水処理設備を前記中和溶液作製手段に接続することにより、前記中和溶液作製手段、前記供給手段、前記集排水手段及び前記水処理設備を経て前記中和溶液作製手段に戻る循環系が形成されるように構成した請求項1又は請求項2記載の埋立地盤の処理システム。  By connecting the water treatment equipment to the neutralization solution preparation means, a circulation system that returns to the neutralization solution preparation means through the neutralization solution preparation means, the supply means, the drainage means, and the water treatment equipment. The landfill board processing system according to claim 1 or 2 configured to be formed. 前記埋立材を石炭灰、前記中和溶液を酸性水とした請求項1又は請求項2記載の埋立地盤の処理システム。  The landfill board processing system according to claim 1 or 2, wherein the landfill material is coal ash and the neutralization solution is acid water.
JP00039799A 1999-01-05 1999-01-05 Landfill board processing system Expired - Lifetime JP4114119B2 (en)

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