JP2005279397A - Cleaning method - Google Patents

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JP2005279397A
JP2005279397A JP2004095199A JP2004095199A JP2005279397A JP 2005279397 A JP2005279397 A JP 2005279397A JP 2004095199 A JP2004095199 A JP 2004095199A JP 2004095199 A JP2004095199 A JP 2004095199A JP 2005279397 A JP2005279397 A JP 2005279397A
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soil
mixed
water
contaminated soil
acid
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JP4415728B2 (en
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Yoshitaka Ito
善孝 伊藤
Shigekazu Suzuki
繁和 鈴木
Koji Shimizu
巧治 清水
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Panasonic Holdings Corp
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Matsushita Electric Industrial Co Ltd
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<P>PROBLEM TO BE SOLVED: To provide a polluted soil cleaning method having a process for excavating polluted soil and mixing the same with a nutrient by a soil mixer to return the resulting mixture to the excavated position and intermittently supplying air at the original position, and stably propagating and activating anaerobic microorganisms and aerobic microorganisms living in soil not only to optimize cleaning treatment or control but also simplify each cleaning treatment equipment or facilities. <P>SOLUTION: The nutrient salt 5 based on a 6C or higher carbon straight chain saturated monocarboxylic acid is mixed with the polluted soil obtained by excavating a polluted region by a building machine 2 and air is intermittently supplied to the obtained mixture by a blower 5 to propagate and activate of aerobic or anaerobic microorganisms living in soil. By this method, the polluted soil 1 polluted with a volatile organic compound or an oil component can be subjected to a decomposition treatment and cleaned soil is returned to the original place or can be recycled. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明はバイオレメデエーション法を用いて嫌気性微生物及び好気性微生物を活性化し、有機塩素系化合物及び廃油で汚染された土壌の浄化を促進して、汚染領域を原位置で短期間に浄化する技術に関するものである。   This invention activates anaerobic microorganisms and aerobic microorganisms using a bioremediation method, promotes purification of soil contaminated with organochlorine compounds and waste oil, and purifies contaminated areas in situ in a short time It is about technology.

従来、土壌及の汚染の浄化設備とその浄化方法として、真空抽出法、揚水曝気法、石灰法、鉄粉法、土壌掘削置換法、土壌湿気式洗浄法、不溶化処理法、気・液混合井戸方法、エアースパージング方式、バイオレメディエーション法と、浄化に関して様々な方法が用いられるが、短期間で、土壌及び地下水の汚染の浄化ができる方法は、鉄粉法とバイオレメディエーション法である。   Conventionally, soil and pollution purification equipment and methods include vacuum extraction, pumping aeration, lime, iron powder, soil excavation and replacement, soil moisture cleaning, insolubilization, gas / liquid mixing well Various methods are used for purification, air sparging, bioremediation, and purification, and methods that can purify soil and groundwater contamination in a short period of time are the iron powder method and the bioremediation method.

原位置での生物学的処理が可能で、炭素数が10以上の脂肪酸、炭素数が12以上のアルコール、炭素数が14以上の直鎖状飽和脂肪酸と1価アルコールのエステル、炭素数が14以上の直鎖状飽和脂肪酸と多価アルコールのエステル、炭素数が16以上の脂肪酸とグリセリンのエステルなどを土壌中に埋設して、土壌や地下水の硝酸態窒素及び揮発性有機化合物を低減させる方法が知られている(例えば、特許文献1参照)。
炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とし、特に粒径100mm以内の粒子状に成形し、主に廃水処理に用いる脱窒素促進剤およびこの脱窒素促進剤を用いた水処理方法が知られている(例えば、特許文献2参照)。
特開2002−370085号公報(第4〜14頁、第1〜3図) 特開2000−334492号公報(第3〜9頁、第1〜4図)
In-situ biological treatment is possible, fatty acids having 10 or more carbon atoms, alcohols having 12 or more carbon atoms, esters of linear saturated fatty acids having 14 or more carbon atoms and monohydric alcohols, 14 carbon atoms A method of reducing nitrate nitrogen and volatile organic compounds in soil and groundwater by embedding the above-mentioned linear saturated fatty acid and polyhydric alcohol ester, fatty acid and glycerin ester having 16 or more carbon atoms in the soil Is known (see, for example, Patent Document 1).
A denitrification accelerator mainly composed of a straight-chain saturated monocarboxylic acid having 6 or more carbon atoms and formed into particles having a particle diameter of 100 mm or less, and mainly used for wastewater treatment, and water using this denitrification accelerator A processing method is known (see, for example, Patent Document 2).
JP 2002-370085 A (pages 4 to 14, FIGS. 1 to 3) JP 2000-334492 A (pages 3 to 9, FIGS. 1 to 4)

しかしながら、このような従来の土壌及び地下水の汚染の浄化設備とその浄化方法では、鉄粉法は土壌を掘削してゼロ化鉄粉を注入する方法で、化学反応により短期間に土壌浄化するが、現状では汚染領域を絞って掘削する方法が主流の為、汚染領域全てを最適期間内に浄化することができなく、しかも高額な施工費用がかかる。またバイオレメデエーション法は、環境に左右され最適期間内に浄化することができない場合もあり不安定である。
さらに浄化処理剤についても、従来の栄養塩類では、(例えばポリ乳酸エステル)水に対する溶解度が高く、この場合供給した栄養塩(の消費量)の地下水への溶出が早く(多く)、したがって頻繁に栄養塩の追加(継続)投与が必要であった。また、炭素数が10以上の脂肪酸は土壌中の水分への溶出が遅く、汚染土壌での最適量の溶出が管理できない。
したがって、ここに、浄化処理剤の溶解度が最適で、常時処理が安定し、メンテナンスが楽なものが切望されていた。また、汚染土壌を掘削しないバイオレメデエーション法では、地下の汚染土壌浄化の状態が判断しにくく、さらに汚染土壌を掘削しても、その汚染土壌を廃棄物として処理する場合には特別管理産業廃棄物となり、莫大な費用とエネルギーが必要となる等の課題が多かった。
However, in such conventional soil and groundwater contamination purification equipment and methods, the iron powder method is a method of excavating the soil and injecting zeroized iron powder, and the soil is purified in a short time by chemical reaction. However, at present, the method of excavating the contaminated area is mainly used, and therefore, it is not possible to purify the entire contaminated area within the optimum period, and the construction cost is high. The bioremediation method is unstable because it depends on the environment and may not be purified within the optimum period.
Furthermore, with regard to the purification treatment agent, the conventional nutrient salts have high solubility in water (for example, polylactic acid ester), and in this case, the supplied nutrient salt (consumption amount) is rapidly eluted into the ground water (many), and therefore frequently. Additional (continuous) administration of nutrients was required. In addition, fatty acids having 10 or more carbon atoms are slow to elute into moisture in the soil, and the optimal amount of elution in the contaminated soil cannot be managed.
Accordingly, there has been a strong demand for a purifying treatment agent having an optimum solubility, stable treatment, and easy maintenance. In addition, in the bioremediation method that does not excavate contaminated soil, it is difficult to judge the state of purification of underground contaminated soil, and even if excavated contaminated soil is treated as waste, specially controlled industrial disposal There were many problems, such as a huge amount of money and energy.

本発明は、このような従来の課題を解決するものであり、汚染土壌を掘削して、栄養塩と汚染土壌を土壌混合機で混合して掘削した位置に戻し、原位置で空気を間欠給気する浄化する工法であり、土壌に生息する嫌気性微生物及び好気性微生物を長期(常時)に安定して増殖・活性化させて、浄化処理・管理を最適化し、かつ各浄化処理の設備・施設を簡略化し、汚染土壌の浄化方法を提供することを目的とする。つまり、施工費用が比較的安いバイオレメデエーション法に注目し、特定の栄養塩を選定した嫌気性微生物及び好気性微生物処理によって土壌の汚染の浄化を促進せしめ、炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩(カプロン酸、ペンタンカルボン酸、ブチル酢酸、エナント酸、エナンチル酸、ヘキサンカルボン酸、ペンチル酢酸、カプリル酸、ヘプタンカルボン酸、ヘキシル酢酸、ペラルゴン酸、オクタンカルボン酸、ヘプチル酢酸等)を汚染領域の掘削した土壌と混合することにより汚染土壌全てを最適期間内に安定して浄化できる工法を用いた浄化方法を提供する。   The present invention solves such a conventional problem, excavating contaminated soil, mixing nutrient salt and contaminated soil with a soil mixer and returning to the excavated position, and intermittently supplying air at the original position. It is a construction method to clean up, anaerobic microorganisms and aerobic microorganisms that inhabit the soil are stably propagated and activated over a long period of time (optimum), and the purification treatment and management are optimized. The purpose is to simplify the facility and provide a method for the purification of contaminated soil. In other words, focusing on the bioremediation method with relatively low construction costs, the treatment of anaerobic and aerobic microorganisms with specific nutrients promotes the purification of soil contamination, and the straight chain has 6 or more carbon atoms. Nutrient salts based on saturated monocarboxylic acids (caproic acid, pentanecarboxylic acid, butylacetic acid, enanthic acid, enanthic acid, hexanecarboxylic acid, pentylacetic acid, caprylic acid, heptanecarboxylic acid, hexylacetic acid, pelargonic acid, octanecarboxylic acid The present invention provides a purification method using a construction method capable of stably purifying all contaminated soil within an optimum period by mixing acid, heptyl acetic acid, etc.) with soil excavated in a contaminated area.

本発明の汚染土壌の浄化方法は、上記目的を達成するために、建設重機を用いて汚染土壌領域を掘削し、掘削した汚染土壌と、炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩を土壌混合機により混合し、前記建設重機により掘削した領域に遮水シートを敷き、前記遮水シートの勾配を2度から4度を維持するようにした後、前記勾配の下方に集水用配管を具備し、砂利を前記遮水シートの上に敷き詰め、その上に給気用配管を配置し、前記土壌混合機により前記汚染土壌と前記栄養塩が混合された混合土壌を投入する汚染土壌の浄化方法であって前記給気用配管に連通した送風装置を間欠運転で前記混合土壌に送風することにより、土着している嫌気性微生物及び好気性微生物を増殖かつ活性化させ、前記遮水シートに浸出する浸出水を、集水用配管を介して揚水ポンプで汲み上げ、前記混合土壌に散布することによって前記汚染土壌の揮発性有機化合物や油分を分解処理する工法を用いたものである。   In order to achieve the above object, the method for purifying contaminated soil of the present invention excavates the contaminated soil region using a heavy construction machine, and extracts the excavated contaminated soil and a linear saturated monocarboxylic acid having 6 or more carbon atoms. The nutrient salt as a main component is mixed with a soil mixer, a water shielding sheet is laid on the area excavated by the construction heavy machinery, and the gradient of the water shielding sheet is maintained at 2 to 4 degrees, and then the gradient The water collecting pipe is provided below, the gravel is spread on the water shielding sheet, the air supply pipe is disposed thereon, and the contaminated soil and the nutrient salt are mixed by the soil mixer. A method for purifying contaminated soil, in which soil is introduced, and by blowing an air blower connected to the air supply pipe to the mixed soil by intermittent operation, the indwelling anaerobic microorganisms and aerobic microorganisms are proliferated and activated. And soak in the waterproof sheet The leachate which, pumped by pumping the pump via the water collection pipe, in which using a method for decomposing a volatile organic compound and oil in the contaminated soil by spraying the mixed soil.

本発明者らは、建設重機を用いて汚染領域を掘削し状況把握した後、掘削し非汚染領域となった部分に遮水シートを2度から4度の水平勾配を維持するように敷き、その上に集水用配管を単数又は複数本設置し、前記集水用配管を覆うように砂利を敷き詰め、その上に給気用の配管を単数又は複数本設置し、前記給気用配管を覆うように砕石を敷き詰め、その上に土壌混合機で汚染土壌と炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩をほぼ均一に混合した混合土壌を埋め戻し、前記混合土壌に対して、前記給気配管に空気供給を間欠制御することにより、汚染土壌に土着している嫌気性微生物及び好気性微生物の増殖かつ活性促進させることにより、汚染土壌に含有する揮発性有機化合物や油分をバイオ的に安定して完全分解(還元的脱塩素化反応による浄化、無害化)処理することができ、最適の工期間で汚染土壌全体を浄化することができ、汚染土壌から浸出する浸出水は前記集水配管を介して貯留手段(例えば、貯留槽、貯留容器)で溜められ、適宜混合土壌に散水することにより、2次公害を引き起こす恐れもなく、排水処理設備が不要で特別管理産業廃棄物として廃棄する必要もなく、浸出水の汚染も浄化できる。   The present inventors excavated a contaminated area using construction heavy equipment and grasped the situation, and then laid a water shielding sheet on the part that was excavated and became a non-contaminated area so as to maintain a horizontal gradient of 2 to 4 degrees, Install one or more water collection pipes on it, spread gravel so as to cover the water collection pipes, install one or more air supply pipes on it, and install the air supply pipes. Covered with crushed stone so as to cover, backfill the mixed soil in which the contaminated soil and nutrients mainly composed of linear saturated monocarboxylic acid having 6 or more carbon atoms are mixed almost uniformly with a soil mixer, Volatility contained in contaminated soil by promoting the growth and activity of anaerobic microorganisms and aerobic microorganisms indigenous to contaminated soil by intermittently controlling the air supply to the air supply pipe for mixed soil Completes organic compounds and oils in a stable and biological manner It can be decomposed (purified by reductive dechlorination reaction, detoxified), and the entire contaminated soil can be purified in the optimal construction period. The leachate leached out from the contaminated soil is passed through the water collecting pipe. It is stored in storage means (for example, storage tanks and storage containers), and by appropriately sprinkling the mixed soil, there is no risk of causing secondary pollution, no wastewater treatment facility is required, and there is no need to dispose as specially managed industrial waste It can also clean up leachate contamination.

本発明によれば、汚染領域を掘削等により状況把握した後、掘削し非汚染領域となった部分に遮水シートを2度から4度の水平勾配を維持するように敷き、その上に集水用配管を単数又は複数本設置し、集水用配管を覆うように、かつ平坦に砂利を敷き詰め、その上に給気用の配管を単数又は複数本設置し、その上に汚染領域を掘削した汚染土壌と炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩を土壌混合機でほぼ均一に混合した混合土壌を積み上げ、混合土壌に対して、給気配管に送られる空気を間欠的に供給する工法において汚染土壌に土着している好気性微生物の増殖かつ活性促進させる嫌気・好気処理を行うことにより、混合土壌に含有する揮発性有機化合物及び廃油をバイオ的に安定して分解(還元的脱塩素化反応による浄化、無害化)処理することができ、最適の工期間で混合土壌全体を浄化することができ、混合土壌から浸出する浸出水も浄化できる。   According to the present invention, after grasping the situation of the contaminated area by excavation or the like, the water shielding sheet is laid on the portion that has been excavated and becomes the non-contaminated area so as to maintain a horizontal gradient of 2 to 4 degrees, and collected thereon. Install one or more water pipes, cover the water collection pipes with flat gravel, install one or more air supply pipes on it, and excavate the contaminated area on it. The mixed soil obtained by mixing the contaminated soil and nutrients mainly composed of straight-chain saturated monocarboxylic acid having 6 or more carbon atoms with a soil mixer is piled up and sent to the air supply pipe. Volatile organic compounds and waste oil contained in the mixed soil are biologically treated by anaerobic and aerobic treatment that promotes the growth and activity of aerobic microorganisms that are indigenous to the contaminated soil in the method of intermittently supplying generated air Stable decomposition (reductive dechlorination) Purification by response, detoxification) can be treated, the overall soil mixture at the optimum engineering period can the purifying, can also be purified leachate leaching from soil mixture.

また、本発明の混合土壌を嫌気・好気処理で浄化する工法は、土壌汚染が広範囲の場合においては有効に浄化できる。   Moreover, the construction method of purifying the mixed soil of the present invention by anaerobic / aerobic treatment can effectively purify the soil in a wide range of soil contamination.

さらに、最適の工期間で混合土壌全体をバイオ的に安定して完全分解(還元的脱塩素化反応による浄化、無害化)処理することができるため、浄化された土壌はそのまま使用することができ、特別管理産業廃棄物として廃棄する必要も無く、莫大な費用とエネルギーを削減できる。   Furthermore, since the entire mixed soil can be biodegradably and completely decomposed (purified by reductive dechlorination reaction, detoxified) in the optimal construction period, the purified soil can be used as it is. This eliminates the need to dispose of specially managed industrial waste, saving enormous costs and energy.

請求項1に記載の本発明によれば、建設重機を用いて汚染土壌領域を掘削し、現地の汚染状況や周辺の各種状況に応じた特定の栄養塩(炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩)を選定し、掘削した汚染土壌と、炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩を土壌混合機により混合し、建設重機により掘削した非汚染領域となった領域の水平勾配を2度から4度(好ましくは3度)にして遮水シートを敷き、勾配の下方に集水用配管を単数又は複数本配置し、集水用配管を覆うように砂利をほぼ水平に敷き詰め、その上に給気用の配管を単数又は複数本配置し、前記給気用配管を覆うように砕石をほぼ水平に敷き詰め、その上に土壌混合機で汚染土壌と炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩をほぼ均一に混合した混合土壌を埋め戻し、混合土壌に対して、給気配管に空気供給を間欠制御することにより、汚染土壌に土着している嫌気性微生物及び好気性微生物の増殖かつ活性促進させることにより、汚染土壌に含有する揮発性有機化合物や油分をバイオ的に安定して完全分解(還元的脱塩素化反応による浄化、無害化)処理することができる。一般に土壌の表層50cm以下では、嫌気状態となっていることが多く、嫌気性微生物が活性する環境にあるが、嫌気性微生物では無害の低分子物質まで分解するものもあるが、殆どの嫌気性微生物は二酸化炭素と水の低分子化までは分解できず土壌中にcisDCEのまま残留する。cisDCEは、好気性微生物によりエチレンに分解され、さらに二酸化炭素と水まで分解される。   According to the first aspect of the present invention, a contaminated soil region is excavated using a heavy construction machine, and a specific nutrient salt (straight chain having 6 or more carbon atoms) according to the local pollution situation and various surrounding situations. (Saturated monocarboxylic acid as a main component), and excavated contaminated soil and a linear saturated monocarboxylic acid with six or more carbon atoms as a main component are mixed with a soil mixer. A horizontal slope in the non-contaminated area excavated by heavy construction equipment is set to 2 to 4 degrees (preferably 3 degrees), a water shielding sheet is laid, and one or more water collecting pipes are arranged below the slope. Lay gravel almost horizontally to cover the water collection pipe, place one or more air supply pipes on it, lay crushed stone almost horizontally to cover the air supply pipe, In addition, soil mixed with a soil mixer and straight-chain saturated monocarbo having 6 or more carbon atoms Anaerobic microorganisms indwelling in contaminated soil by backfilling the mixed soil in which nutrient salts mainly composed of acids are mixed almost uniformly and intermittently controlling the air supply to the mixed soil By promoting the growth and activity of aerobic microorganisms, volatile organic compounds and oils contained in contaminated soil can be biodegraded and completely decomposed (purification and detoxification by reductive dechlorination reaction). . In general, when the soil surface layer is 50 cm or less, anaerobic microorganisms are often active in an environment where the anaerobic microorganisms are active, but some anaerobic microorganisms decompose to harmless low molecular weight substances, but most anaerobic microorganisms. Microorganisms cannot be decomposed until the molecular weight of carbon dioxide and water is reduced, and remain cisDCE in the soil. cisDCE is decomposed into ethylene by an aerobic microorganism, and further decomposed into carbon dioxide and water.

したがって、混合土壌から浸出する浸出水を集水配管を介して貯留手段(例えば、貯留槽、貯留容器)で溜め、適宜混合土壌に散水するとともに、一部を取り出しガスクロマトグラフィーで経時的に分析し、揮発性有機化合物の濃度で特にcisDCEの濃度が上昇し安定したところで、ブロワーを運転して空気を給気管に送り込むことにより、好気性微生物の増殖かつ活性促進させることにより混合土壌に含有する揮発性有機化合物及び廃油をバイオ的に安定して分解(還元的脱塩素化反応による浄化、無害化)処理することができ、最適の工期間で混合土壌全体を浄化することができ、混合土壌から浸出する浸出水も浄化でき、また、2次公害を引き起こす恐れもなく、排水処理設備が不要で、特別管理産業廃棄物として廃棄する必要もなく、浸出水の汚染も浄化できる。   Therefore, the leachate leached from the mixed soil is stored in the storage means (for example, storage tank, storage container) via the water collection pipe, sprayed to the mixed soil as appropriate, and a part is taken out and analyzed over time by gas chromatography When the concentration of cisDCE increases and stabilizes with the concentration of the volatile organic compound, it is contained in the mixed soil by promoting the growth and activity of aerobic microorganisms by operating the blower and sending air into the supply pipe. Volatile organic compounds and waste oil can be biodegraded stably (purification and detoxification by reductive dechlorination reaction), and the entire mixed soil can be purified in the optimal construction period. The leachate that leaches from the water can be purified, there is no risk of causing secondary pollution, no wastewater treatment facility is required, and it is necessary to dispose of it as specially managed industrial waste Ku, of leachate contamination can be cleaned.

また、栄養塩については、嫌気性微生物及び好気性微生物の活性化・増殖に対応できる炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とする栄養塩を用い、栄養塩の特性上、土壌中の水分に対して徐々に溶解するものであり、その溶出の速度は炭素数が大きいほど溶出しにくく、汚染土壌の含水率と、特定の栄養塩(例えば、カプロン酸、ペンタンカルボン酸、ブチル酢酸、エナント酸、エナンチル酸、ヘキサンカルボン酸、ペンチル酢酸、カプリル酸、ヘプタンカルボン酸、ヘキシル酢酸、ペラルゴン酸、オクタンカルボン酸)および送風手段により強制給気する給気温度と、給気量との相関により、嫌気性微生物及び好気性微生物の活性化・増殖による有機塩素系化合物や油分の分解を短期間で安定・最適化できるものとなる。   Regarding nutrient salts, nutrient salts mainly composed of straight-chain saturated monocarboxylic acid having 6 or more carbon atoms that can cope with activation and growth of anaerobic microorganisms and aerobic microorganisms are used. It dissolves gradually with respect to the moisture in the soil, and the rate of elution is more difficult as the carbon number increases, and the moisture content of the contaminated soil and certain nutrient salts (for example, caproic acid, pentanecarboxylic acid) , Butyl acetic acid, enanthic acid, enanthylic acid, hexane carboxylic acid, pentyl acetic acid, caprylic acid, heptane carboxylic acid, hexyl acetic acid, pelargonic acid, octane carboxylic acid) By this, the degradation of organochlorine compounds and oils due to activation and growth of anaerobic and aerobic microorganisms can be stabilized and optimized in a short period of time.

特に本発明を実施する場合においては、掘削した汚染土壌の一部を分析し、汚染物質を特定することと、その含水率を測定することにより汚染土壌の性質を把握し、例えば、有機塩素化合物であるトリクロロエチレンや、が含有されていて、含水率が20%以下の汚染土壌(表層部分)においては、栄養塩をカプロン酸、ペンタンカルボン酸を主成分とする栄養塩を選択し、送風手段はブロワーやファン等を用い、熱源として石油温風ヒーター等を使用して送風温度を15℃〜38℃(好ましくは20℃〜35℃)に設定して、ブロワーのダンパーにより送風量を制御して汚染土壌内の通気用配管に給気することにより、土着している好気性微生物を増殖かつ活性促進させることにより、汚染土壌に含有する揮発性有機化合物や油分をバイオ的に安定して短期間に低分子化して二酸化化炭素と水に分解できる。   In particular, when practicing the present invention, a part of excavated contaminated soil is analyzed to identify the pollutant and to determine the nature of the contaminated soil by measuring its moisture content. In the contaminated soil (surface layer portion) containing trichlorethylene and water content of 20% or less, the nutrient salt is selected from caproic acid and nutrient salt mainly composed of pentanecarboxylic acid. Use a blower, fan, etc., use an oil warm air heater, etc. as a heat source, set the air temperature to 15 ° C-38 ° C (preferably 20 ° C-35 ° C), and control the air flow with the blower damper By supplying air to the ventilation pipes in the contaminated soil, the indigenous aerobic microorganisms are propagated and promoted to promote bioactivity of volatile organic compounds and oil contained in the contaminated soil. Stable can be decomposed into dioxide carbon and water and low molecular weight in a short period of time with the.

また、掘削した汚染土壌の一部を分析し、汚染物質を特定することと、その含水率を測定することにより汚染土壌の性質を把握し、例えば、有機塩素化合物であるトリクロロエチレンや、が含有されていて、含水率が20%以上の汚染土壌(表層部分)においては、栄養塩をペラルゴン酸、オクタンカルボン酸を主成分とする栄養塩を選択し、送風手段はブロワーを用い、熱源として石油温風ヒーターや、電気ヒーターを使用して送風温度を20℃〜40℃(好ましくは25℃〜38℃)に設定して、ブロワーやファンのダンパーにより送風量を制御して汚染土壌内の通気用配管に給気することにより、栄養塩が汚染土壌の水分により溶出して、土着している好気性微生物の餌となり、増殖かつ活性促進させることにより、汚染土壌に含有する揮発性有機化合物や油分をバイオ的に安定して短期間に低分子化して二酸化化炭素と水に分解できる。   In addition, by analyzing a part of the excavated contaminated soil, identifying the pollutant and measuring its moisture content, the nature of the contaminated soil is ascertained. For example, trichlorethylene, an organochlorine compound, is contained. In contaminated soil (surface layer) with a water content of 20% or more, the nutrient salt is selected from pelargonic acid and octane carboxylic acid as the main components, the blower is used as a blower, and the oil temperature is used as the heat source. Use a wind heater or an electric heater to set the air temperature to 20 ° C to 40 ° C (preferably 25 ° C to 38 ° C), and control the air flow with a blower or fan damper for ventilation in contaminated soil. By supplying air to the piping, nutrient salts are eluted by the moisture of the contaminated soil and become feed for indigenous aerobic microorganisms. Volatile organic compounds and the oil bio stable can be decomposed into dioxide carbon and water and low molecular weight in a short period of time by.

請求項2に記載の本発明によれば、給気用の配管の上部に配管保護手段として砕石、栗石、コンクリートとで成形されたU字溝を用いることにより、混合土壌に重機等の荷重により給気用の配管が破損したり、給気孔ふさがることを防止でき、かつ、混合土壌に均一に給気することにより、安定して好気性微生物を増殖かつ活性促進させることができる。なお給気用の配管の材質は厚み3ミリ程度の鋼製が好ましい。   According to the second aspect of the present invention, by using a U-shaped groove formed of crushed stone, chestnut stone and concrete as a pipe protection means on the upper part of the air supply pipe, the load on the mixed soil can be increased It is possible to prevent the air supply pipe from being damaged or to block the air supply holes, and to supply air uniformly to the mixed soil, whereby aerobic microorganisms can be stably grown and promoted. The material of the air supply pipe is preferably made of steel having a thickness of about 3 mm.

請求項3に記載の本発明によれば、集水用の配管の上部に配管保護手段として砕石、砂利、コンクリートとで成形されたU字溝を用いることにより、混合土壌に重機等の荷重により集水用の配管が破損したり、集水孔がふさがることを防止でき、かつ、混合土壌から浸出する水分を安定して集水して、揚水ポンプで汲み上げた後、再度混合土壌に散水することにより、好気性微生物又は嫌気性微生物を増殖かつ活性促進させることができる。なお集水用の配管の材質は厚み3ミリ程度の鋼製が好ましい。   According to the third aspect of the present invention, by using a U-shaped groove formed of crushed stone, gravel, concrete as a pipe protection means on the upper part of the water collection pipe, the load on the mixed soil can be increased Water collection pipes can be prevented from being damaged and water collection holes can be blocked, and the water leached from the mixed soil can be collected stably, pumped up by a pump, and then sprinkled into the mixed soil again. Thus, aerobic microorganisms or anaerobic microorganisms can be grown and promoted in activity. The material of the water collecting pipe is preferably made of steel having a thickness of about 3 mm.

以下、本発明の実施例について、図面を用いて説明する。
図1は、本発明の汚染土壌を建設重機で掘削し土壌混合機で混合土壌を埋め戻す概要を示す断面図である。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a cross-sectional view showing an outline of excavating contaminated soil of the present invention with a heavy construction machine and backfilling the mixed soil with a soil mixer.

図1において、汚染領域の汚染土壌1を建設重機2(ショベルカー、ブルドーザー)で掘削し、土壌混合機3に前記汚染土壌1を投入し、前記土壌混合機3に備えられている栄養塩貯留ホッパー4に貯蔵されている炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩5とを混合した混合土壌6を遮水シート7で覆われた別に掘削した領域に
埋め戻すことで浄化する工法である。
In FIG. 1, the contaminated soil 1 in the contaminated area is excavated by a heavy construction machine 2 (excavator, bulldozer), the contaminated soil 1 is put into a soil mixer 3, and the nutrient storage provided in the soil mixer 3 A mixed soil 6 mixed with a nutrient salt 5 mainly composed of a linear saturated monocarboxylic acid having 6 or more carbon atoms stored in the hopper 4 is buried in a separately excavated area covered with a water shielding sheet 7. It is a method of purifying by returning.

なお、前記遮水シート7で覆われた別に掘削した領域の詳細については図3で述べるものとする。   The details of the separately excavated area covered with the water shielding sheet 7 will be described with reference to FIG.

図2は、本発明の混合土壌を製造する概略を示す断面図である。   FIG. 2 is a cross-sectional view showing an outline for producing the mixed soil of the present invention.

図2において、前記建設重機2により掘削された前記汚染土壌1は、前記土壌混合機3の汚染土壌投入ホッパー8に投入され、搬送用コンベア9によって前方へ押し出され、ローター10よって一定量で搬送され、前記土壌混合機3に備えられている前記栄養塩貯留ホッパー4に貯蔵されている炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした前記栄養塩5を添加される。   In FIG. 2, the contaminated soil 1 excavated by the heavy construction machine 2 is put into a contaminated soil input hopper 8 of the soil mixer 3, pushed forward by a conveyor 9, and conveyed by a rotor 10 in a certain amount. Then, the nutrient salt 5 mainly composed of a linear saturated monocarboxylic acid having 6 or more carbon atoms stored in the nutrient salt storage hopper 4 provided in the soil mixer 3 is added.

前記栄養塩5を添加された前記汚染土壌1は、前記搬送用コンベア9の前方に備わっている土壌破砕部11により細かく砕かれ、前記汚染土壌1と前記栄養塩5が、均一に混合され、前記混合土壌6となり、排出用コンベア12に投入される。なお、前記汚染土壌と、前記栄養塩の混合比率は、掘削した前記汚染土壌1の一部を分析した汚染物質(例えばテトラクロロエチレンの場合は無害化分解するための塩素と水素の置換量の3倍)の種類と濃度により決定される。   The contaminated soil 1 to which the nutrient salt 5 is added is finely crushed by a soil crushing section 11 provided in front of the transporting conveyor 9, and the contaminated soil 1 and the nutrient salt 5 are uniformly mixed, It becomes the mixed soil 6 and is put into the discharge conveyor 12. In addition, the mixing ratio of the contaminated soil and the nutrient salt is a pollutant obtained by analyzing a part of the excavated contaminated soil 1 (for example, in the case of tetrachlorethylene, three times the amount of substitution of chlorine and hydrogen for detoxification and decomposition) ) Type and concentration.

図3は、本発明の混合土壌の浄化方法の概略を示す断面図である。   FIG. 3 is a cross-sectional view schematically showing the mixed soil purification method of the present invention.

掘削された非汚染領域を2度から4度の勾配をもたせ、その上に前記遮水シート7を敷き、前記遮水シート7の上部に前記勾配の下方側に集水配管13を単数又は複数本設置し、その上に前記集水配管13を覆うように砂利14を敷き詰めて水平に整地し、その上にブロワー15から連通された給気配管16を単数又は複数本設置し、その上に前記給気配管16を覆うように砕石(栗石)17を敷き詰めて水平に整地し、その上に前記混合土壌6を積上げる。なお、前記混合土壌6の積上げ高さは50cmから90cmが好ましく、最終的に前記建設重機3により整地する為、前記建設重機3の荷重等を考慮して前記混合土壌6を積上げる必要性がある。   The excavated non-contaminated area has a gradient of 2 to 4 degrees, the water shielding sheet 7 is laid thereon, and one or more water collecting pipes 13 are provided above the water shielding sheet 7 on the lower side of the gradient. This is installed, and gravel 14 is spread over the water collecting pipe 13 so as to cover the water collecting pipe 13, and the ground is leveled, and one or more air supply pipes 16 communicated from the blower 15 are installed on the gravel 14 A crushed stone (kuriishi) 17 is laid down so as to cover the air supply pipe 16 and leveled horizontally, and the mixed soil 6 is stacked thereon. The stacked height of the mixed soil 6 is preferably 50 cm to 90 cm. Since the ground is finally leveled by the heavy construction machine 3, it is necessary to load the mixed soil 6 in consideration of the load of the heavy construction machine 3 and the like. is there.

前記混合土壌6には、有機塩素化合物、揮発性有機化合物VOC(例えば、cisDCE、トリクロロエチレン、テトラクロロエチレン、ホルムアルデヒド、トルエン、ベンゼン、キシレン等)や廃油が含有されている。これらは化学的に安定していて分解しにくい性質があり、産業界で種々の用途に普及した反動として、今や特に土壌及び地下水の汚染の原因ともなっている。   The mixed soil 6 contains an organic chlorine compound, a volatile organic compound VOC (for example, cisDCE, trichloroethylene, tetrachloroethylene, formaldehyde, toluene, benzene, xylene, etc.) and waste oil. These are chemically stable and difficult to decompose, and as a reaction that has become widespread for various uses in industry, it is now a cause of contamination of soil and groundwater.

また、前記混合土壌6に混合された前記栄養塩5は、炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩を特定し、前記混合土壌6内の好気性微生物群を増殖かつ活性化させる栄養剤となる。   The nutrient salt 5 mixed in the mixed soil 6 specifies a nutrient salt mainly composed of a linear saturated monocarboxylic acid having 6 or more carbon atoms, and the aerobic microorganism group in the mixed soil 6 It becomes a nutritional agent that proliferates and activates.

具体的には、炭素数が6以上の直鎖状飽和モノカルボン酸には、例えばカプロン酸、ペンタンカルボン酸、ブチル酢酸、エナント酸、エナンチル酸、ヘキサンカルボン酸、ペンチル酢酸、カプリル酸、ヘプタンカルボン酸、ヘキシル酢酸、ペラルゴン酸、オクタンカルボン酸、ヘプチル酢酸等を主成分とするものが上げられ、前記混合土壌6の含水率により適宜選択される。   Specifically, linear saturated monocarboxylic acids having 6 or more carbon atoms include, for example, caproic acid, pentanecarboxylic acid, butylacetic acid, enanthic acid, enanthylic acid, hexanecarboxylic acid, pentylacetic acid, caprylic acid, heptanecarboxylic acid. Acids, hexyl acetic acid, pelargonic acid, octane carboxylic acid, heptyl acetic acid and the like as main components are raised and are appropriately selected depending on the water content of the mixed soil 6.

前記混合土壌6の浄化方法は、掘削した前記汚染土壌1の一部を分析した後、その前記汚染土壌1の含水率や温度を測定して、熱源装置18(電気ヒーター、石油温風ヒーター等)の供給温度を20℃〜40℃(好ましくは25℃〜38℃)設定する。   The mixed soil 6 is purified by analyzing a part of the excavated contaminated soil 1 and then measuring the moisture content and temperature of the contaminated soil 1 to obtain a heat source device 18 (electric heater, hot oil hot air heater, etc.). ) Is set to 20 to 40 ° C. (preferably 25 to 38 ° C.).

さらに、前記熱源装置18は連通された前記ブロワー15により前記給気配管16を介して前記混合土壌6に強制的に給気される。なお給気する条件としては、貯留槽19の浸出水を一部抜き取りガスクロマトグラフィーでcisDCEの濃度を時系列的に測定し、濃度が上昇し安定したところで前記ブロワー15を運転する。   Further, the heat source device 18 is forcibly supplied to the mixed soil 6 through the supply pipe 16 by the communicated blower 15. As a condition for supplying air, a portion of the leachate in the storage tank 19 is extracted, the concentration of cisDCE is measured in time series by gas chromatography, and the blower 15 is operated when the concentration rises and stabilizes.

これにより、前記混合土壌6に土着している好気性微生物の活性環境を作り出し、好気性微生物が活性する温度で、しかも前記栄養塩5が混合されていることにより、好気性微生物が、増殖及び活性して、前記混合土壌6に含有されている有機塩素化合物、揮発性有機化合物VOC、廃油が分解される。   As a result, an active environment of aerobic microorganisms indwelling in the mixed soil 6 is created, and the nutrient salt 5 is mixed at a temperature at which the aerobic microorganisms are activated. When activated, the organic chlorine compound, volatile organic compound VOC, and waste oil contained in the mixed soil 6 are decomposed.

また、前記混合土壌6から前記遮水シート7に浸出する浸出水は、前記集水配管13を介して前記貯留槽19に溜められる。   Further, leachate leached from the mixed soil 6 into the water shielding sheet 7 is stored in the storage tank 19 through the water collecting pipe 13.

前記貯留槽19の浸出水は、集水ポンプ20によって汲み上げられるが、前記貯留槽19の後段に設けられた散水ポンプ21により加圧され散水配管22を介して積上げられた前記混合土壌6の上部から散水することにより、排水処理の設備を必要とせず、散水することで前記混合土壌6に混合されている前記栄養塩5を溶出させることができ、好気性微生物により、前記混合土壌6に含有されている有機塩素化合物、揮発性有機化合物VOC、廃油の分解を更に促進できる。   The leachate in the storage tank 19 is pumped up by a water collection pump 20, and is pressed by a water spray pump 21 provided at the rear stage of the storage tank 19 and is stacked on the top of the mixed soil 6 stacked through a water spray pipe 22. By spraying water, the nutrient 5 mixed in the mixed soil 6 can be eluted by spraying water without the need for wastewater treatment, and contained in the mixed soil 6 by aerobic microorganisms. The decomposition of the organic chlorine compound, volatile organic compound VOC, and waste oil can be further accelerated.

本願の浄化処理は、汚染物質を低分子化する嫌気性微生物及び好気性微生物の特性を利用したもので、前記貯留槽10の浸出水を一部取出して、ガスクロマトグラフィーで分析することにより、トリクロロエチレン、テトラクロロエチレンの濃度が高く、cisDCEの濃度が低い場合(初期状態)は、空気を前記混合土壌6に給気しないで、嫌気性微生物による前記混合土壌6の汚染物質の低分子化を図り、1ヶ月間隔で浸出水を一部取出して、ガスクロマトグラフィーで分析し、cisDCEの濃度が上昇し、安定した場合には前記ブロワー15により前記給気配管16を介して前記混合土壌6に強制的に給気し、好気性微生物による汚染物質の低分子化を図る嫌気・好気処理の浄化方法であって、浸出水をガスクロマトグラフィーで分析することにより前記混合土壌6の状態が判断することができ、浄化された土壌はそのまま放置してもよく又は再利用することもできる。   The purification treatment of the present application utilizes the characteristics of anaerobic microorganisms and aerobic microorganisms that lower the molecular weight of pollutants. By taking out part of the leachate from the storage tank 10 and analyzing it by gas chromatography, When the concentration of trichlorethylene and tetrachlorethylene is high and the concentration of cisDCE is low (initial state), air is not supplied to the mixed soil 6, and the contaminants of the mixed soil 6 are reduced by anaerobic microorganisms. A part of the leachate is taken out at intervals of one month and analyzed by gas chromatography. When the concentration of cisDCE increases and becomes stable, the blower 15 forces the mixed soil 6 through the supply pipe 16 to the mixed soil 6. This is a method for purifying anaerobic and aerobic treatments to reduce the molecular weight of pollutants by aerobic microorganisms. State of the mixed soil 6 by it can be determined, cleaned soil can be well or reused as it is allowed.

前記栄養塩5のカルボン酸としては、炭素数が6以上であることが必須であり、炭素数が6未満(例えば、ギ酸、酪酸)では浸出水に対する溶解度が大きすぎるため、浸出水に炭素数が6未満(例えば、ギ酸、酪酸)の基気成分の殆どが溶解し、雑菌の繁殖等による悪臭等の浸出水の水質の不安定化という課題があり、前記汚染土壌1の含水率と、特定の前記栄養塩5および前記ブロワー15により強制給気する給気温度と、給気量との相関をとって好気性微生物を増殖及び活性化させる環境を作り出し、制御し、短期間で汚染土壌を浄化することが難しい。   As the carboxylic acid of the nutrient salt 5, it is essential that the number of carbon atoms is 6 or more. If the number of carbon atoms is less than 6 (for example, formic acid or butyric acid), the solubility in the leachate is too high. Is less than 6 (for example, formic acid, butyric acid) most of the basic components dissolve, there is a problem of destabilizing the quality of leachate water such as malodor due to the propagation of various bacteria, the water content of the contaminated soil 1, A correlation between the supply air temperature forcibly supplied by the specific nutrient 5 and the blower 15 and the supply air amount is established to create and control an environment in which aerobic microorganisms are propagated and activated. It is difficult to purify.

また、炭素数の上限は特に設ける必要はないが、工業的に大量に入手可能なものとしては炭素数が18程度までと考えられる(が必ずしも、炭素数が18以下のものに限られるものではないことは言うまでもない)。炭素数が大き過ぎると、水溶解性が更に悪く(溶解に時間がかかり)なり、前記栄養塩5としての効果(実効性)が低くなるのは上述したとおりである。   In addition, although it is not necessary to set the upper limit of the carbon number, it is considered that the carbon number is about 18 as industrially available in large quantities (but not necessarily limited to those having 18 or less carbon atoms). Needless to say that there is nothing.) If the carbon number is too large, the water solubility is further deteriorated (it takes time to dissolve), and the effect (effectiveness) as the nutrient 5 is lowered as described above.

また、本願のカルボン酸は、直鎖状構造を有し、さらには、飽和モノカルボン酸であることが好ましい(これらの基本的な内容等については、特開2000−334492号公報に記載されている)。   In addition, the carboxylic acid of the present application has a linear structure, and is preferably a saturated monocarboxylic acid (the basic contents thereof are described in JP 2000-334492 A). )

前述のとおり炭素数が大きい前記栄養塩5の場合、前記混合土壌6への溶解に時間がかかり、前記栄養塩5としての効果が低くなる(遅効性)が、例えば、本願のカルボン酸(高級脂肪酸)にアルコール(グリセリン)を加えてエステル(油脂)としても良い。つまり、カルボン酸をグリセリンによってエステル結合となし、カルボン酸の水溶性が増すことになり、カルボン酸による浄化の補助的な寄与が期待できることになる(これらの内容等については、特開2002−370085号公報に記載されている)。   As described above, in the case of the nutrient salt 5 having a large number of carbons, it takes time to dissolve in the mixed soil 6 and the effect as the nutrient salt 5 is reduced (slow effect). Fatty acid) may be added with alcohol (glycerin) to form an ester (oil or fat). That is, the carboxylic acid is converted to an ester bond with glycerin, so that the water solubility of the carboxylic acid is increased, and an auxiliary contribution to the purification by the carboxylic acid can be expected (for these contents and the like, see JP-A-2002-370085). As described in the Gazette).

仮に、端的に汚染の浄化処理期間の観点から見れば、短期〜中期〜長期等があり、例えば、短期とすれば、炭素数が小さくカルボン酸、かつ、カルボン酸をグリセリンによってエステル化した栄養塩とすることが考えられる。逆に長期とすれば、炭素数が大きいカルボン酸(例えば、ステアリン酸)、グリセリンを使用しない栄養塩とすること等が考えられる。つまり、カルボン酸の炭素数やグリセリンの添加量を自在に選択し、その添加量等の・最適の浄化処理条件を制御でき、限られた場所での対応が自在にできることになる。   Temporarily, from the viewpoint of the pollution purification treatment period, there are short-term to medium-term to long-term, etc. For example, if it is short-term, a carboxylic acid having a small carbon number and a carboxylic acid esterified with glycerin It can be considered. On the contrary, if it is long-term, it can be considered to use a carboxylic acid having a large number of carbons (eg, stearic acid) or a nutrient salt that does not use glycerin. That is, the carbon number of the carboxylic acid and the amount of glycerin added can be freely selected, and the optimum purification treatment conditions such as the amount added can be controlled, so that it is possible to freely deal with limited places.

以上の説明により、バイオ工法分類の中の一つである「ランドファーミング」は既に知られた工法であるが、本願の特徴は、この前記栄養塩5を特定することと、嫌気・好気処理をすることにより、新たに特異な効果を生じることになる。   From the above description, “Land Farming”, which is one of the biotechnological method classifications, is a known method, but the feature of the present application is that the nutrient 5 is specified and anaerobic / aerobic treatment is performed. By doing this, a new unique effect will be produced.

以上、1実施例について述べたが、現場の汚染状況に対応させて、夫々の実施例を適宜に組み合せたりして、多様化して展開することは自明のことである。   Although one embodiment has been described above, it is self-evident to diversify and develop each embodiment by appropriately combining each embodiment in accordance with the pollution situation at the site.

この発明はバイオレメデエーション法を用いて嫌気性微生物及び好気性微生物を活性化し、有機塩素系化合物及び廃油で汚染された土壌の浄化を促進して、汚染領域を原位置で短期間に浄化する装置に適用できる。 This invention activates anaerobic microorganisms and aerobic microorganisms using a bioremediation method, promotes purification of soil contaminated with organochlorine compounds and waste oil, and purifies contaminated areas in situ in a short time Applicable to equipment.

本発明の汚染土壌を建設重機で掘削し土壌混合機で混合土壌を埋め戻す概要を示す断面図Sectional drawing which shows the outline | summary which excavates the contaminated soil of this invention with construction heavy machinery, and backfills mixed soil with a soil mixer 本発明の混合土壌を製造する概略を示す断面図Sectional drawing which shows the outline which manufactures the mixed soil of this invention 本発明の混合土壌の浄化方法の概略を示す断面図Sectional drawing which shows the outline of the purification method of the mixed soil of this invention

符号の説明Explanation of symbols

1 汚染土壌
2 建設重機
3 土壌混合機
4 栄養塩貯留ホッパー
5 栄養塩
6 混合土壌
7 遮水シート
8 汚染土壌投入ホッパー
9 搬送用コンベア
10 ローター
11 土壌破砕部
12 排出用コンベア
13 集水配管
14 砂利
15 ブロワー
16 給気配管
17 砕石(栗石)
18 熱源装置
19 貯留槽
20 集水ポンプ
21 散水ポンプ
DESCRIPTION OF SYMBOLS 1 Contaminated soil 2 Construction heavy machine 3 Soil mixing machine 4 Nutrient salt storage hopper 5 Nutrient salt 6 Mixed soil 7 Water shielding sheet 8 Contaminated soil input hopper 9 Conveyor 10 Rotor 11 Soil crushing part 12 Discharge conveyor 13 Collecting pipe 14 Gravel 15 Blower 16 Air supply piping 17 Crushed stone (Kuriishi)
18 heat source device 19 storage tank 20 water collecting pump 21 watering pump

Claims (3)

建設重機を用いて汚染土壌領域を掘削し、掘削した汚染土壌と、炭素数が6以上の直鎖状飽和モノカルボン酸を主成分とした栄養塩を土壌混合機により混合し、前記建設重機により掘削した領域に遮水シートを敷き、前記遮水シートの勾配を2度から4度を維持するようにした後、前記勾配の下方に集水用配管を具備し、砂利を前記遮水シートの上に敷き詰め、その上に給気用配管を配置し、前記土壌混合機により前記汚染土壌と前記栄養塩が混合された混合土壌を投入する汚染土壌の浄化方法であって、前記給気用配管に連通した送風装置を間欠運転で前記混合土壌に送風することにより、土着している嫌気性微生物及び好気性微生物を増殖かつ活性化させ、前記遮水シートに浸出する浸出水を、集水用配管を介して揚水ポンプで汲み上げ、前記混合土壌に散布することによって前記汚染土壌の揮発性有機化合物を分解処理する工法を用いた浄化方法。 The contaminated soil area is excavated using a heavy construction machine, and the excavated contaminated soil and a nutrient salt mainly composed of a linear saturated monocarboxylic acid having 6 or more carbon atoms are mixed by a soil mixer. A water shielding sheet is laid in the excavated area, and the slope of the water shielding sheet is maintained at 2 to 4 degrees. Then, a water collecting pipe is provided below the slope, and gravel is disposed on the water shielding sheet. A method for purifying contaminated soil, wherein the air supply pipe is arranged on the ground, and the mixed soil in which the contaminated soil and the nutrient salt are mixed is introduced by the soil mixer, the air supply pipe The inhaled anaerobic microorganisms and aerobic microorganisms are propagated and activated by blowing air to the mixed soil in intermittent operation through the air blower communicated with the leaching water that is leached into the water shielding sheet, for collecting water Pumped by a pump using piping Purification method using a method for decomposing the volatile organic compounds in the contaminated soil by spraying the mixed soil. 前記給気用配管の上部に配管保護手段を用いたことを特徴とする請求項1に記載の浄化方法。 The purification method according to claim 1, wherein a pipe protection means is used in an upper part of the air supply pipe. 前記集水用配管の上部に配管保護手段を用いたことを特徴とする請求項1に記載の浄化方法。 The purification method according to claim 1, wherein a pipe protection means is used in an upper part of the water collection pipe.
JP2004095199A 2004-03-29 2004-03-29 Purification method Expired - Fee Related JP4415728B2 (en)

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