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JP3806064B2 - Soil purification equipment - Google Patents
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JP3806064B2 - Soil purification equipment - Google Patents

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Publication number
JP3806064B2
JP3806064B2 JP2002166517A JP2002166517A JP3806064B2 JP 3806064 B2 JP3806064 B2 JP 3806064B2 JP 2002166517 A JP2002166517 A JP 2002166517A JP 2002166517 A JP2002166517 A JP 2002166517A JP 3806064 B2 JP3806064 B2 JP 3806064B2
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soil
water
site
treatment
yard
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JP2004008941A (en
Inventor
鈴木  茂
政司 永富
達司 河合
誠治 大塚
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Kajima Corp
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Kajima Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、高濃度の重質油汚染土壌などの浄化設備に関するものである。
【0002】
【従来の技術】
工場における廃棄物処理、石油タンクからの油漏出、産業廃棄物の不法投棄などにより、油等の難水溶性有機物で汚染された土壌は、地中の生態系に大きな影響を与える。また、油等が地下水を汚染したり、気化或いは揮発して大気を汚染した場合には人体にも害を及ぼすおそれがある。
【0003】
このような汚染土壌の浄化工法には、従来種々のものがあるが、例えば、土壌洗浄工法やバイオレメディエーション処理(生物処理)がある。土壌洗浄工法は、土を洗浄し分級すれば、可溶性の汚染物質は洗浄媒体である水または洗浄剤等の溶媒中に溶出するとともに、細粒の土粒子に汚染物質を濃縮できるという原理に基づいて、汚染土壌を水または溶媒で洗浄するものである。
【0004】
また、バイオレメディエーション処理(生物処理)は、汚染土壌中の好気性微生物を活性化させ、また、高分解能を有する微生物を散布して菌数を増加させる等により、土壌中の油等を分解させる方法である。
【0005】
【発明が解決しようとする課題】
前記土壌洗浄工法は、プラント設備に多くのノウハウが必要であり、コストが嵩む。そして、洗浄剤の選択が困難である。また、大量の水を使用する場合には洗浄後の水処理法にも問題が残っている。
【0006】
一方、バイオレメディエーション処理(生物処理)は、汚染が高濃度の場合、処理効率が低く、また、対象とする汚染物質が例えば重質油のように分子量が大きく分子構造が複雑な場合に浄化が困難であり、修復に長期間を必要とする。
【0007】
そこで、これら浄化工法の特徴を活かして組み合わせることにより、油等の難水溶性有機物で汚染された土壌から汚染物質を分解処理し、従来技術では困難であった高濃度・高分子量の汚染物質をも処理できる工法として、特開平10-211486 号公報にも記載のように土壌浄化法とバイオレメディエーション処理(生物処理)を組み合わせたものが提案されている。
【0008】
この土壌浄化法とバイオレメディエーション処理(生物処理)を組み合わせたものは、前処理工程として土壌洗浄工法により高濃度の油分や微生物によって分解し難い油分を低減し、汚染土壌の濃度を下げたうえで、引き続くバイオレメディエーション(生物処理)により残存油分の分解処理を行うことにより汚染土壌を浄化するものである。このように2段階方式を採用することで、従来の微生物だけを使用した工法では浄化しきれなかった油汚染に対応するものである。
【0009】
そして、この土壌浄化法とバイオレメディエーション処理(生物処理)を組み合わせた工法は、微生物分解処理を実施した後も、未分解の油分または難分解性の油分が残存する場合は、さらに再度、土壌浄化法を繰り返すことにより、効率的に油分を分離除去させることが可能である。これにより、従来に比較して浄化工事期間が短縮し、管理費などの経費も節減できるようになった。
【0010】
しかしながら、前処理工程として土壌洗浄工法による処理を行い、その後、これに続けてバイオレメディエーション処理(生物処理)を行う工法の設備としては、土壌洗浄工法で使用する設備と、バイオレメディエーション処理(生物処理)で使用する設備とが全く別個のものとして独立し、設備同士の間に連携性がなく、土壌洗浄処理後の土壌を全く別の場所に搬送し、ここでバイオレメディエーション処理(生物処理)を実施していた。
【0011】
このため、排水設備などそれぞれの処理工程で使用する同様の設備を、土壌洗浄工法とバイオレメディエーション処理(生物処理)とでそれぞれ別個に設置することにもなり、設備費や設置スペースが無駄になっていた。さらに、かかる排水設備は、各処理工程のサイト毎にサイト周辺部に側溝などを設け、ここに集液しているため、排水の有効利用のマネジメントを良好に行うことが困難であった。
【0012】
また、バイオレメディエーション処理(生物処理)の終了後に、未分解の油分または難分解性の油分が残存する場合は、土壌浄化法とバイオレメディエーション処理(生物処理)を再度繰り返すことになるが、かかる場合に、両処理工程の設備間に連携性がないため、例えば汚染土壌や浄化土の搬送などの点で処理工程がスムーズに進行しないこともある。
【0013】
本発明の目的は前記従来例の不都合を解消し、土壌浄化法とバイオレメディエーション処理(生物処理)を組み合わせた工法において使用する設備として、両処理工程の設備に連携性をもたせ、また、共用の設備を設置することで、両処理工程への移行がスムーズに行えて浄化工事期間と管理費をさらに節減でき、設備費や設置スペースも低減でき、また、設備内において特に多量に排出される排出水を効率よく有効利用できる土壌浄化設備を提供することにある。
【0014】
【課題を解決するための手段】
本発明は前記目的を達成するため、前処理工程として土壌洗浄処理で汚染土壌を洗浄処理した後、バイオレメディエーション処理によって浄化処理する土壌浄化工法において使用する装置で、土壌洗浄処理設備とバイオレメディエーション処理設備とを同一のサイト内に連続処理が可能なように隣接して設置するとともに、土壌洗浄処理とバイオレメディエーション処理とで使用する集水設備を共用としてサイト内に設置し、サイト全体の外周部に盛土を設けた土壌浄化設備において、土壌洗浄処理を行うヤードをサイトの中央部に配置し、サイト中央部に向かって下り勾配を形成し、この土壌洗浄処理を行うヤードとバイオレメディエーション処理を行うヤードとの境界部分を、全サイトの最も低いエレベーションとし集水溝を介して全サイトの排出水が集中するようにしてこの境界部分に集水設備を設置し、該集水設備に釜場を設け、該釜場で集液した前記排出水をサイト内に設置の油水分離装置に送ることを要旨とするものである。
【0015】
請求項1記載の本発明によれば、土壌洗浄処理設備とバイオレメディエーション処理設備とを同一のサイト内に連続処理が可能なように隣接して設置したから、土壌洗浄処理からバイオレメディエーション処理へ効率よく移行でき、また、この工程を繰り返す場合にもバイオレメディエーション処理から土壌洗浄処理へスムーズに戻れる。これにより、所定の工期内で浄化目標値以下に浄化できるようになる。また、制約された設置スペース内での両設備の配置が可能となり、設備費も低減できる。
【0016】
土壌洗浄処理とバイオレメディエーション処理とで使用する集水設備は、これを共用としてサイト内に設置することにより、両処理工程で使用する全ての大量の洗浄用水や汚染水、雨水による排出水をサイト内で集中処理でき、排水の有効利用を図りやすい。
【0017】
そして、排水は特別の集水設備を設けることなく、また、サイト外に流出することもなく、サイトの動水勾配によって重力に従って流下集水される。
【0018】
さらに、サイト内に設置の油水分離装置で油水分離された油等の汚染物質は廃棄物処分され、雨水等の排出水も含めた残水は洗浄用水としてリサイクルしてそのまま土壌洗浄処理を行うヤード等で使用できる。
【0019】
土壌洗浄処理を行うヤードをサイトの中央部に配置し、サイト中央部に向かって下り勾配を形成したことにより、平面的なサイト全体からの集水が促進される。そして、多量の水を使用する土壌洗浄処理を行うヤードがサイトの中央部に配置されるから、集水効率がよい。
【0020】
サイト全体の外周部に盛土を設けることで排出水のサイト外への漏水が防止される。
【0021】
【発明の実施の形態】
以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明の土壌浄化設備の実施形態を示す平面図、図2は同上縦断正面図である。本実施形態の設備は重質油等の高濃度・高分子量の汚染物質で汚染された土壌の浄化設備で、前処理工程として土壌洗浄処理で汚染土壌を洗浄処理した後、バイオレメディエーション処理によって微生物により浄化処理する土壌浄化工法において使用する設備であり、平面横長の長方形状のサイト1内に、土壌洗浄処理を行うヤード(以下、洗浄ヤードと称す)2と、土壌洗浄処理後にバイオレメディエーション処理を行うヤード(以下、バイオヤードと称す)3とを配置する。
【0022】
図1はその配置例の一例を示し、中央部のやや手前側に土壌洗浄処理を行う洗浄ヤード2を平面正方形状に形成し、その右側方から後方にかけて逆L字形にバイオヤード3を配置した。そして、洗浄ヤード2の左側方に高濃度の重質油汚染土壌などの汚染土の仮置場4を設ける。
【0023】
サイト1全体はその底部にアスファルト舗装16を施すか、または、図2に示すように洗浄ヤード2の底部にアスファルト舗装16を施し、バイオヤード3と汚染土の仮置場4との底部には遮水シート5を敷設し、遮水シート5の上に透水性砕石層11を設ける。
【0024】
そして、洗浄ヤード2をサイト1内で最も低い位置で水平に形成し、バイオヤード3と汚染土の仮置場4との底部を洗浄ヤード2に向かって下方に傾斜させ、サイト1全体をすり鉢状に勾配を設けた構造とする(図2参照)。
【0025】
洗浄ヤード2とバイオヤード3との境界部分に全サイト1の最も低いエレベーションとし、共用の集水設備である集水溝6を方形に設け、該集水溝6の四隅位置に釜場7を設ける。この釜場7は例えばコルゲート管の枡に底板コンクリートを打設する構造とする。また、方形に設けた集水溝6における釜場7の位置は四隅だけでなく、いずれかの辺とすることもできる(図3参照)。
【0026】
さらに、サイト1の底部全体にわたって図3に示すように前記集水溝6に向かう別の集水溝8を設ける。この集水溝8は例えば図示のように集水溝6に直接接続する溝8aを集水溝6に向けて3%程度の勾配で放射状に形成し、この溝8aに対して溝8bをハ字形の岐状に配置した。
【0027】
各集水溝6、8は鉄筋コンクリート製とし、図4に示すように内部に透水性の高い砕石9を詰めた。なお、遮水シート5はこの集水溝6、8の箇所では溝内に連続させて敷設し、砕石9はこの遮水シート5の上に充填されることになる。
【0028】
これにより平面的なサイト1全体において、中央の洗浄ヤード2に向かう集水システムが形成され、全サイト1の排出水(用水および降雨水、排水)の全てが動水勾配により中央の集水溝6に集中的に流下集水される。
【0029】
さらに、サイト1の外周部には排出水がサイト1外に漏水することを防止するための盛土(バンク)10を設け、また、バイオヤード3の外周部にも盛土(バンク)10を設ける。
【0030】
集水溝6の排出水は、油水分離装置12に送ることにより洗浄用水としてリサイクルできる。例えば図5に示すようにサイト1内の洗浄ヤード2に油水分離装置12を設置し、また、釜場7のコルゲート管内に釜場排水用として水中ポンプ13を配設し、該水中ポンプ13を前記油水分離装置12に接続する。
【0031】
次にかかる設備を使用して高濃度の重質油汚染土壌を浄化する方法を例に図7の工程図に基づいて説明する。汚染土壌は、サイト1内に形成された汚染土の仮置場4に堆積され、次いで、前処理工程として土壌洗浄処理で汚染土壌を洗浄処理する。この洗浄処理は、同じサイト1内で汚染土の仮置場4に隣接する洗浄ヤード2で実施されるもので、洗浄ヤード2に搬入する。
【0032】
洗浄ヤード2では、土壌洗浄処理として、例えば水を入れた分離槽内に汚染土壌を投入して混合する混合工程と、アルカリ剤を分離槽に供給する工程と、気泡を分離槽へ供給して油等の難水溶性有機物を水面まで浮上させる浮上工程とを有する。そして、土壌洗浄処理後の土壌が所定の浄化目標値を満たすまで再度洗浄処理を行い、土壌洗浄処理後の浄化目標値に達したならば、隣接のバイオヤード3に搬入する。
【0033】
バイオヤード3では、バイオレメディエーション処理(生物処理)として、例えば残土中の残存汚染物を好気性微生物によりさらに処理する工程を実施するが、この処理方法としては従来周知のバイオファーミング法、バイオパイル法、コンポスト法、強制通気法、バイオリアクター法などが適宜採択される。そして、この工程でも図5に示すように土壌に工業用水等が散布され、所定の浄化目標値に達していなければ、最初の土壌洗浄処理工程に戻り、これを繰り返して所定の浄化目標値に達すれば浄化土として認定され、処理が終了する。
【0034】
このようにバイオレメディエーション処理工程で所定の浄化目標値に達するまでは、土壌洗浄処理工程に戻り、これが繰り返されるが、洗浄ヤード2とバイオヤード3とは同じサイト1内で隣接しているから、汚染土の搬出入が容易であり、浄化工事期間の短縮にもつながる。
【0035】
また、洗浄ヤード2とバイオヤード3とで使用された用水や、排水、降雨水など全ての排出水は、サイト1の全体にわたって配置している集水溝8に流入した後、すり鉢状のサイト1の動水勾配により重力にしたがって全ての水がサイト1の中央部の集水溝6に流下しここに集中して集水され、サイト1の外に流出することもない。
【0036】
この場合、集水溝6、8内には透水性の高い砕石9が詰めてあるから、全体として平面的にサイト1の全体からの集水が促進される。また、水を多量に使用する洗浄ヤード2の周囲に集水溝6が配置されているから、集水は効率よく行われる。
【0037】
そして、釜場7に配設した水中ポンプ13で、洗浄ヤード2に設置した油水分離装置12に圧送された排出水は、油水分離装置12で油水分離され、回収された油等の汚染物質は廃棄処分され、残水は洗浄用水としてリサイクル使用され、あるいは、図5に示すバイオヤード3の散水として使用される。なお、不足分の用水は水道水あるいは現地発生水、工業用水等から供給する。このように残水をリサイクル利用する場合も、洗浄ヤード2とバイオヤード3とが同一サイト1内で近接しており、集水設備が中央の洗浄ヤード2に位置しているから、送水や給水が容易に行える。
【0038】
なお、汚染土の仮置場4、洗浄ヤード2、バイオヤード3の配置は前記した実施形態に限定されるものではなく、図6に示すように洗浄ヤード2の左側方から後方にかけて連続させてL字形に汚染土の仮置場4を形成し、洗浄ヤード2の右側方に前後に位置させて鉛/油汚染土仮置場14、自然浄化土仮置場15を設けるようにしてもよいが、洗浄ヤード2はサイト1の中央に位置させ、洗浄ヤード2の周囲に設けた集水溝6に集水させるようにすることが望ましい。
【0039】
【発明の効果】
以上述べたように本発明の土壌浄化設備は、土壌浄化法とバイオレメディエーション処理(生物処理)を組み合わせた工法において使用する設備として、両処理工程の設備を同一のサイト内に隣接して配置することで連携性をもたせ、また、共用の設備を設置することで、両処理工程への移行がスムーズに行えて浄化工事期間と管理費をさらに節減でき、設備費や設置スペースも低減でき、また、サイト全体をすり鉢状に形成し、中央に配置の土壌洗浄処理を行う洗浄ヤードの周囲に集水設備を設置することで、サイト内の排出水の全てをここに効率よく集水できるだけでなく、排出水を効率よく有効利用できるものである。
【図面の簡単な説明】
【図1】 本発明の土壌浄化設備の実施形態を示す平面図である。
【図2】 本発明の土壌浄化設備の実施形態を示す縦断正面図である。
【図3】 本発明の土壌浄化設備の実施形態を示す集水システムの平面図である。
【図4】 本発明の土壌浄化設備の実施形態を示す集水溝の縦断側面図である。
【図5】 本発明の土壌浄化設備の実施形態を示す油水分離装置および水中ポンプの設置例、ヤードへの散水状況の縦断正面図である。
【図6】 本発明の土壌浄化設備の実施形態を示すヤードの他の配置例の平面図である。
【図7】 本発明の土壌浄化設備を使用する浄化処理工程図である。
【符号の説明】
1…サイト 2…洗浄ヤード
3…バイオヤード 4…汚染土の仮置場
5…遮水シート 6…集水溝
7…釜場 8…集水溝
8a,8b…溝 9…砕石
10…盛土 11…透水性砕石層
12…油水分離装置 13…水中ポンプ
14…鉛/油汚染土仮置場 15…自然浄化土仮置場
16…アスファルト舗装
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a purification facility such as high-concentration heavy oil-contaminated soil.
[0002]
[Prior art]
Soil contaminated with poorly water-soluble organic substances such as oil due to waste disposal at factories, oil spills from oil tanks, illegal dumping of industrial waste, etc. has a great impact on the ecosystem in the ground. In addition, when oil or the like pollutes groundwater or vaporizes or volatilizes and pollutes the air, there is a risk of harming the human body.
[0003]
There are various conventional purification methods for contaminated soil, and examples include a soil cleaning method and a bioremediation treatment (biological treatment). The soil cleaning method is based on the principle that if soil is cleaned and classified, soluble pollutants can be eluted in water or a solvent such as cleaning agent, and the contaminants can be concentrated in fine soil particles. The contaminated soil is washed with water or a solvent.
[0004]
Bioremediation treatment (biological treatment) activates aerobic microorganisms in contaminated soil and decomposes oil in soil by spraying high-resolution microorganisms to increase the number of bacteria. Is the method.
[0005]
[Problems to be solved by the invention]
The soil cleaning method requires a lot of know-how in plant equipment, and the cost increases. And it is difficult to select a cleaning agent. In addition, when a large amount of water is used, a problem remains in the water treatment method after washing.
[0006]
On the other hand, bioremediation treatment (biological treatment) is low in treatment efficiency when the concentration is high, and purification is performed when the target pollutant has a high molecular weight, such as heavy oil, and a complicated molecular structure. Difficult and requires a long time to repair.
[0007]
Therefore, by combining the features of these purification methods, the contaminants are decomposed from soil contaminated with poorly water-soluble organic substances such as oil, and high-concentration and high-molecular-weight contaminants, which were difficult with the conventional technology, are removed. As a construction method capable of treating the soil, a combination of a soil purification method and a bioremediation treatment (biological treatment) has been proposed as described in JP-A-10-211486.
[0008]
A combination of this soil remediation method and bioremediation treatment (biological treatment) reduces the concentration of contaminated soil by reducing the high concentration of oil and oil that is difficult to break down by microorganisms by the soil washing method as a pretreatment process. The contaminated soil is purified by decomposing the residual oil by subsequent bioremediation (biological treatment). By adopting the two-stage method in this way, it is possible to cope with oil contamination that could not be purified by the conventional method using only microorganisms.
[0009]
And this soil purification method combined with bioremediation treatment (biological treatment) is a soil remediation process, if undegraded oil or persistent oil remains even after microbial decomposition treatment. By repeating the method, it is possible to efficiently separate and remove oil. As a result, the purification work period was shortened compared to the conventional method, and administrative expenses and other expenses could be saved.
[0010]
However, as a pre-treatment process, the soil washing method is followed by the bioremediation treatment (biological treatment), and then the equipment used in the soil washing method and the bioremediation treatment (biological treatment) ) Is used as a completely separate facility, and there is no cooperation between the facilities. The soil after soil washing treatment is transported to a completely different place, where bioremediation treatment (biological treatment) is performed. It was carried out.
[0011]
For this reason, the same equipment used in each treatment process, such as drainage equipment, can be installed separately for the soil cleaning method and the bioremediation treatment (biological treatment), resulting in wasted equipment costs and installation space. It was. Furthermore, since such a drainage facility is provided with a side groove at the site periphery for each site of each processing step and liquid is collected here, it is difficult to manage the effective use of drainage well.
[0012]
In addition, if undegraded oil or persistent oil remains after bioremediation treatment (biological treatment), the soil remediation method and bioremediation treatment (biological treatment) will be repeated. Furthermore, since there is no cooperation between the facilities of both processing steps, the processing steps may not proceed smoothly in terms of, for example, transporting contaminated soil or purified soil.
[0013]
The object of the present invention is to eliminate the inconveniences of the conventional examples described above, as a facility used in a construction method that combines a soil remediation method and a bioremediation treatment (biological treatment), to make the facilities of both treatment steps cooperative, By installing equipment, it is possible to smoothly transition to both treatment processes, further reduce the purification work period and management costs, reduce equipment costs and installation space , and discharge particularly large amounts in the equipment. The object is to provide a soil remediation facility that can efficiently use water efficiently.
[0014]
[Means for Solving the Problems]
In order to achieve the above object, the present invention is an apparatus used in a soil purification method in which contaminated soil is washed by soil washing treatment as a pretreatment step and then purified by bioremediation treatment, and the soil washing treatment equipment and bioremediation treatment are used. Install the equipment adjacent to each other in the same site so that continuous treatment is possible, and install the water collection equipment used for soil washing treatment and bioremediation treatment in the site as a shared area. In a soil remediation facility equipped with embankment, a yard for soil cleaning is placed in the center of the site, a downward slope is formed toward the center of the site, and a yard for performing this soil cleaning and bioremediation processing are performed The boundary with the yard is the lowest elevation of all sites and the entire An oil-water separator that installs a water collection facility at this boundary portion so that the waste water from the tank is concentrated, and provides a kettle in the water collection facility, and installs the drained water collected in the kettle in the site The gist is to send to .
[0015]
According to the first aspect of the present invention, since the soil washing treatment facility and the bioremediation treatment facility are installed adjacent to each other so as to be capable of continuous treatment in the same site, the efficiency from the soil washing treatment to the bioremediation treatment is improved. It can be transferred well, and also when this process is repeated, it can smoothly return from the bioremediation process to the soil washing process. Thereby, it becomes possible to purify below the purification target value within a predetermined construction period. Further, both facilities can be arranged in a limited installation space, and the facility cost can be reduced.
[0016]
The water collection facility used for soil cleaning treatment and bioremediation treatment is installed in the site as a shared facility, and all large amounts of cleaning water, contaminated water, and rainwater discharged from both treatment processes are discharged from the site. It is easy to make effective use of wastewater.
[0017]
The drainage water is collected according to the gravity according to the dynamic gradient of the site without providing a special water collection facility or flowing out of the site.
[0018]
In addition, oil and other pollutants separated by the oil-water separator installed at the site are disposed of as waste, and the remaining water including wastewater such as rainwater is recycled as cleaning water and is subjected to soil washing treatment as it is. Can be used in etc.
[0019]
By arranging the yard for soil washing treatment at the center of the site and forming a downward slope toward the center of the site, water collection from the entire planar site is promoted. And since the yard which performs the soil washing process which uses a lot of water is arrange | positioned in the center part of a site, water collection efficiency is good.
[0020]
Leakage of discharged water to the outside of the site is prevented by providing embankments on the outer periphery of the entire site.
[0021]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a plan view showing an embodiment of the soil purification facility of the present invention, and FIG. 2 is a longitudinal front view of the same. The equipment of this embodiment is a purification equipment for soil contaminated with high-concentration and high-molecular-weight pollutants such as heavy oil, and after washing the contaminated soil by soil washing treatment as a pretreatment process, Is a facility used in the soil remediation method to purify the soil, and in a horizontally long rectangular site 1, a yard (hereinafter referred to as a cleaning yard) 2 for performing a soil cleaning process, and a bioremediation process after the soil cleaning process A yard 3 (hereinafter referred to as a bio yard) to be performed is arranged.
[0022]
FIG. 1 shows an example of such an arrangement example. A washing yard 2 that performs soil washing treatment is formed in a square shape on the slightly front side of the center, and a bioyard 3 is arranged in an inverted L shape from the right side to the rear. . A temporary storage place 4 for contaminated soil such as heavy oil-contaminated soil with a high concentration is provided on the left side of the cleaning yard 2.
[0023]
The entire site 1 is provided with asphalt pavement 16 at the bottom, or the asphalt pavement 16 is provided at the bottom of the cleaning yard 2 as shown in FIG. 2, and the bottom of the bioyard 3 and the temporary storage place 4 for contaminated soil is blocked. A water sheet 5 is laid, and a water-permeable crushed stone layer 11 is provided on the water-impervious sheet 5.
[0024]
Then, the cleaning yard 2 is formed horizontally at the lowest position in the site 1, and the bottoms of the bioyard 3 and the temporary storage place 4 for the contaminated soil are inclined downward toward the cleaning yard 2, and the entire site 1 is mortar-shaped. (See FIG. 2).
[0025]
At the boundary between the cleaning yard 2 and the bio yard 3, the lowest elevation of all sites 1 is provided, and a water collecting groove 6 which is a common water collecting facility is provided in a square shape. Is provided. The pot 7 is constructed, for example, by placing bottom plate concrete on the corrugated pipe ridge. Moreover, the position of the pot place 7 in the water collecting groove 6 provided in the square can be not only the four corners but also any side (see FIG. 3).
[0026]
Furthermore, another water collecting groove 8 directed toward the water collecting groove 6 is provided over the entire bottom of the site 1 as shown in FIG. For example, as shown in the figure, the water collecting groove 8 is formed such that a groove 8a directly connected to the water collecting groove 6 is radially formed toward the water collecting groove 6 with a gradient of about 3%, and the groove 8b is formed with respect to the groove 8a. Arranged in the shape of a letter.
[0027]
Each of the water collecting grooves 6 and 8 is made of reinforced concrete, and crushed stones 9 with high water permeability are packed inside as shown in FIG. The water-impervious sheet 5 is continuously laid in the water collecting grooves 6 and 8 and the crushed stone 9 is filled on the water-impervious sheet 5.
[0028]
As a result, in the entire flat site 1, a water collection system directed to the central washing yard 2 is formed, and all the drainage water (water, rainwater, drainage) of all sites 1 is centrally collected by the dynamic gradient. The water is collected intensively at No.6.
[0029]
Further, a bank (bank) 10 is provided at the outer periphery of the site 1 to prevent the discharged water from leaking outside the site 1, and a bank (bank) 10 is also provided at the outer periphery of the bioyard 3.
[0030]
The discharged water from the water collecting groove 6 can be recycled as cleaning water by sending it to the oil / water separator 12. For example, as shown in FIG. 5, an oil / water separator 12 is installed in the cleaning yard 2 in the site 1, and a submersible pump 13 is disposed in the corrugated pipe of the pottery 7 for drainage of the pottery. Connected to the oil / water separator 12.
[0031]
Next, an example of a method for purifying high-concentration heavy oil-contaminated soil using such equipment will be described based on the process diagram of FIG. The contaminated soil is deposited in the temporary storage place 4 of the contaminated soil formed in the site 1, and then the contaminated soil is cleaned by a soil cleaning process as a pretreatment process. This cleaning process is performed in the cleaning yard 2 adjacent to the contaminated soil temporary storage 4 within the same site 1 and is carried into the cleaning yard 2.
[0032]
In the washing yard 2, as a soil washing process, for example, a mixing step in which contaminated soil is introduced and mixed in a separation tank containing water, a step of supplying an alkaline agent to the separation tank, and bubbles are supplied to the separation tank. And a levitating step for levitating a slightly water-soluble organic substance such as oil to the water surface. Then, the cleaning process is performed again until the soil after the soil cleaning process satisfies a predetermined purification target value. When the cleaning target value after the soil cleaning process is reached, the soil is carried into the adjacent bioyard 3.
[0033]
In the bioyard 3, as a bioremediation treatment (biological treatment), for example, a process of further treating residual contaminants in the residual soil with an aerobic microorganism is carried out. As this treatment method, conventionally known bio-pharming method and biopile method are used. The compost method, forced aeration method, bioreactor method and the like are appropriately adopted. Also in this step, as shown in FIG. 5, if industrial water or the like is sprayed on the soil and the predetermined purification target value is not reached, the process returns to the first soil cleaning treatment step, and this is repeated until the predetermined purification target value is reached. If it reaches, it will be recognized as clean soil and the processing will be completed.
[0034]
Thus, until it reaches a predetermined purification target value in the bioremediation process step, it returns to the soil cleaning process step, and this is repeated, but the cleaning yard 2 and the bioyard 3 are adjacent in the same site 1, Contaminated soil can be easily carried in and out, leading to shortening of the purification work period.
[0035]
In addition, all the effluents used in the cleaning yard 2 and the bio yard 3, drainage, rainwater, etc., flow into the water collecting grooves 8 arranged throughout the site 1, and then a mortar-shaped site. According to the hydrodynamic gradient of 1, all the water flows down to the water collecting groove 6 in the center of the site 1 according to the gravity, is concentrated there, and does not flow out of the site 1.
[0036]
In this case, since the water collecting grooves 6 and 8 are filled with crushed stones 9 having high water permeability, water collection from the entire site 1 is promoted in a planar manner as a whole. Moreover, since the water collection groove | channel 6 is arrange | positioned around the washing yard 2 which uses a lot of water, water collection is performed efficiently.
[0037]
The discharged water pumped to the oil / water separator 12 installed in the washing yard 2 by the submersible pump 13 disposed in the pottery 7 is separated by the oil / water separator 12 and the collected contaminants such as oil are collected. After being disposed of, the remaining water is recycled as cleaning water, or used as water spray in the bioyard 3 shown in FIG. The shortage of water is supplied from tap water, locally generated water or industrial water. Even when the remaining water is recycled, the washing yard 2 and the bioyard 3 are close to each other in the same site 1 and the water collection facility is located in the central washing yard 2. Can be done easily.
[0038]
The arrangement of the contaminated soil temporary storage area 4, the cleaning yard 2, and the bioyard 3 is not limited to the above-described embodiment, and is continuously arranged from the left side to the rear side of the cleaning yard 2 as shown in FIG. The contaminated soil temporary storage 4 may be formed in the shape of a letter, and the lead / oil-contaminated soil temporary storage 14 and the natural purification soil temporary storage 15 may be provided on the right and left sides of the cleaning yard 2. 2 is preferably located in the center of the site 1 and collected in a water collecting groove 6 provided around the cleaning yard 2.
[0039]
【The invention's effect】
As described above, the soil purification equipment of the present invention is arranged in the same site adjacent to both treatment processes as equipment used in the construction method combining the soil purification method and bioremediation treatment (biological treatment). In addition, by installing common facilities, it is possible to smoothly move to both treatment processes, further reduce the purification work period and management costs, reduce equipment costs and installation space, By installing a water collecting facility around the washing yard where the entire site is formed in a mortar shape and the soil washing treatment is arranged in the center, not only can all the discharged water in the site be efficiently collected here. The waste water can be used efficiently and effectively.
[Brief description of the drawings]
FIG. 1 is a plan view showing an embodiment of a soil purification facility of the present invention.
FIG. 2 is a longitudinal front view showing an embodiment of the soil purification equipment of the present invention.
FIG. 3 is a plan view of a water collection system showing an embodiment of the soil purification facility of the present invention.
FIG. 4 is a longitudinal side view of a water collecting groove showing an embodiment of the soil purification facility of the present invention.
FIG. 5 is a longitudinal sectional front view of an installation example of an oil / water separator and a submersible pump showing an embodiment of a soil purification facility of the present invention, and a watering condition to a yard.
FIG. 6 is a plan view of another arrangement example of the yard showing the embodiment of the soil purification equipment of the present invention.
FIG. 7 is a purification treatment process diagram using the soil purification equipment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Site 2 ... Cleaning yard 3 ... Bioyard 4 ... Temporary storage place of contaminated soil 5 ... Water shielding sheet 6 ... Catchment channel 7 ... Kamaba 8 ... Catchment channel 8a, 8b ... Gutter 9 ... Crushed stone
10 ... Fill 11 ... Permeable crushed stone layer
12… Oil / water separator 13… Submersible pump
14 ... Lead / oil-contaminated soil temporary storage 15 ... Natural purification soil temporary storage
16 ... Asphalt pavement

Claims (1)

前処理工程として土壌洗浄処理で汚染土壌を洗浄処理した後、バイオレメディエーション処理によって浄化処理する土壌浄化工法において使用する装置で、土壌洗浄処理設備とバイオレメディエーション処理設備とを同一のサイト内に連続処理が可能なように隣接して設置するとともに、土壌洗浄処理とバイオレメディエーション処理とで使用する集水設備を共用としてサイト内に設置し、サイト全体の外周部に盛土を設けた土壌浄化設備において、土壌洗浄処理を行うヤードをサイトの中央部に配置し、サイト中央部に向かって下り勾配を形成し、この土壌洗浄処理を行うヤードとバイオレメディエーション処理を行うヤードとの境界部分を、全サイトの最も低いエレベーションとし集水溝を介して全サイトの排出水が集中するようにしてこの境界部分に集水設備を設置し、該集水設備に釜場を設け、該釜場で集液した前記排出水をサイト内に設置の油水分離装置に送ることを特徴とする土壌浄化設備。 After the contaminated soil is washed by soil washing treatment as a pretreatment process, it is a device used in the soil purification method that purifies by bioremediation treatment. Soil washing treatment equipment and bioremediation treatment equipment are continuously treated in the same site. In the soil purification equipment that is installed adjacent to the site so that it can be used, the water collection equipment used for soil washing treatment and bioremediation treatment is shared in the site, and embankment is provided on the outer periphery of the entire site, A yard for soil cleaning is placed in the center of the site, and a downward slope is formed toward the center of the site.The boundary between the yard for soil cleaning and the yard for bioremediation is The lowest elevation and concentrate the drainage of all sites through the catchment channel A soil purification facility characterized in that a water collection facility is installed at the boundary of the water, a pot is provided in the water collection facility, and the discharged water collected in the pot is sent to an oil / water separator installed in the site .
JP2002166517A 2002-06-07 2002-06-07 Soil purification equipment Expired - Fee Related JP3806064B2 (en)

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JP6252811B1 (en) * 2016-12-19 2017-12-27 公信 山▲崎▼ Soil purification method
JP6252812B1 (en) * 2016-12-19 2017-12-27 公信 山▲崎▼ Soil purification method
JP6332661B1 (en) * 2017-11-14 2018-05-30 公信 山▲崎▼ Soil purification method
JP6332660B1 (en) * 2017-11-14 2018-05-30 公信 山▲崎▼ Soil purification method
CN113000585A (en) * 2021-02-01 2021-06-22 生态环境部南京环境科学研究所 Composite catalytic oxidation degradation method and device for organochlorine pesticide contaminated soil

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