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JP4458469B2 - Anaerobic microorganism collection device and collection method - Google Patents
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JP4458469B2 - Anaerobic microorganism collection device and collection method - Google Patents

Anaerobic microorganism collection device and collection method Download PDF

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JP4458469B2
JP4458469B2 JP2004167787A JP2004167787A JP4458469B2 JP 4458469 B2 JP4458469 B2 JP 4458469B2 JP 2004167787 A JP2004167787 A JP 2004167787A JP 2004167787 A JP2004167787 A JP 2004167787A JP 4458469 B2 JP4458469 B2 JP 4458469B2
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JP2005341916A (en
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邦英 中條
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    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12MAPPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M33/00Means for introduction, transport, positioning, extraction, harvesting, peeling or sampling of biological material in or from the apparatus
    • C12M33/04Means for introduction, transport, positioning, extraction, harvesting, peeling or sampling of biological material in or from the apparatus by injection or suction, e.g. using pipettes, syringes, needles
    • CCHEMISTRY; METALLURGY
    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12MAPPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M41/00Means for regulation, monitoring, measurement or control, e.g. flow regulation
    • C12M41/30Means for regulation, monitoring, measurement or control, e.g. flow regulation of concentration
    • C12M41/34Means for regulation, monitoring, measurement or control, e.g. flow regulation of concentration of gas

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Description

本発明は、地中に生息する嫌気性微生物を、地下の環境条件を変えない状態で集積し採取できる装置及びそれを用いる採取方法に関するものである。この技術は、バイオレメデーションによる浄化効果を評価するための室内試験に特に有効である。   The present invention relates to an apparatus capable of accumulating and collecting anaerobic microorganisms living in the ground without changing the environmental conditions of the underground, and a collection method using the same. This technique is particularly effective for laboratory tests for evaluating the purification effect of bioremediation.

有機塩素化合物(例えばトリクロロエチレンやテトラクロロエチレン、あるいは各種有機溶剤など)による土壌・地下水汚染を浄化し環境を修復する技術として、かつては地下水揚水処理などの物理的手法が一般的であったが、近年、バイオレメデーション促進技術が多用されつつある。これは、地中微生物の栄養源(例えば電子供与体)を地中に注入して現地の嫌気性微生物による自然浄化機能を活性化し、原位置にて汚染を浄化する技術である。実際には汚染現場で、地下水を揚水し、それで栄養源を溶解し、注入井戸から自然注入又は加圧注入する方法が採用されている(例えば特許文献1参照)。   In the past, physical techniques such as groundwater pumping treatment were common as technologies for remediating the environment by remediating soil and groundwater contamination by organochlorine compounds (such as trichlorethylene and tetrachlorethylene, or various organic solvents). Bioremation promotion technology is being used frequently. This is a technology for purifying pollution in situ by injecting a nutrient source (for example, an electron donor) of underground microorganisms into the ground to activate a natural purification function by local anaerobic microorganisms. In practice, a method is adopted in which groundwater is pumped up at a contaminated site, a nutrient source is dissolved therein, and natural injection or pressurized injection is performed from an injection well (for example, see Patent Document 1).

バイオレメデーション促進技術において浄化効果を高めるためには、汚染状況に応じて適切な栄養源の種類を選択し、適切な量を地盤に注入する必要がある。従来は、過去の施工の実績をもとに経験的に栄養塩類の種類、量を決めて実施しているが、予想通りの浄化効果が得られるとは限らない。その理由は、土壌・地下水の汚染物質や汚染状況、嫌気性微生物の生息状況などは様々であり、それに適した栄養源の種類や量を定量的に評価できていないからである。   In order to increase the purification effect in the bioremediation promotion technology, it is necessary to select an appropriate nutrient source type according to the contamination status and to inject an appropriate amount into the ground. Conventionally, the type and amount of nutrients are determined empirically based on past construction results, but the purification effect as expected is not always obtained. The reason is that soil and groundwater pollutants, pollution status, anaerobic microbe habitat status, etc. are various, and it is not possible to quantitatively evaluate the types and amounts of nutrient sources suitable for them.

そこで、バイオレメデーションの効果確認試験は、現在、主に現地にパイロットプラントを設置し、実際に栄養源を注入して評価している。これは、有機塩素化合物の分解微生物は汚染物質によって異なり、非常に少ない種の微生物も浄化に関与することがあるため、少量の地下水を採取しても適切な評価ができないと考えられるからである。しかし、この方法は、非常に大掛かりとなり、注入量や浄化効果の出現までの日数を把握するのにコスト及び時間がかかり、効率が悪いなどの問題がある。しかも、どの種類の微生物を活性化すればよいのか、そのためにはどのような種類の栄養源を、どの程度の割合(速度及び濃度)で注入すればよいのかが不明であり、試行錯誤とならざるを得ない。投入する栄養源とその量によっては、目的以外の微生物が繁殖し、目的とする微生物の繁殖が阻害されることも起こりうる。   Therefore, the bioremediation effect confirmation test is currently being evaluated mainly by installing a pilot plant locally and injecting nutrient sources. This is because organochlorine-degrading microorganisms vary depending on the pollutant, and very few species of microorganisms may be involved in purification, so it is thought that proper evaluation cannot be made even if a small amount of groundwater is collected. . However, this method is very large, and there are problems that it takes cost and time to grasp the injection amount and the number of days until the purification effect appears, and the efficiency is low. Moreover, it is unclear what kind of microorganisms should be activated, what kind of nutrients should be injected at what rate (rate and concentration), and trial and error. I must. Depending on the nutrient source to be input and its amount, it is possible that microorganisms other than the target will propagate and the target microorganisms may be inhibited from growing.

このような事情を考慮し、ボーリングにより土壌を採取し、その抽出液を用いて室内試験を行って評価することも試みられているが、気密状態でのボーリングコア採取は困難である。従って、この方法は、実施できたとしても極めて高価なものとなる。また、限られた量の土壌の採取では、含まれる微生物の量が少ないため、適切な評価は行えない。
特開2003−251331号公報
In consideration of such circumstances, it has been attempted to collect soil by boring and perform an indoor test using the extract, but it is difficult to collect a boring core in an airtight state. Therefore, even if this method can be implemented, it becomes very expensive. In addition, when collecting a limited amount of soil, the amount of microorganisms contained is small, so that appropriate evaluation cannot be performed.
JP 2003-251331 A

本発明が解決しようとする課題は、現地の嫌気性微生物が生息する環境をそのまま、微生物を集積した状態で室内に持ち込むことができ、簡便に嫌気性の培養試験を行うことができるようにすることである。   The problem to be solved by the present invention is that an environment in which local anaerobic microorganisms inhabit can be brought into the room in a state where microorganisms are accumulated, and an anaerobic culture test can be easily performed. That is.

本発明は、地下水を汲み上げるポンプと、汲み上げた地下水が嫌気状態であることを確認するための水質チェック部と、汲み上げた地下水を通す第1の濾過材を備え該第1の濾過材で微生物を集める微生物集積部と、該微生物集積部で第1の濾過材上に集積した微生物を汲み上げた地下水で逆洗して回収する微生物回収部を具備し、該微生物回収部は、微生物を濃縮した地下水を収容する容器と、該容器に接続された排水ラインと、該排水ラインに組み込まれ微生物の流出を阻止する第2の濾過材とを有し、前記容器は前記微生物集積部に対して気密状態のまま切り離し可能となっていることを特徴とする嫌気性微生物の採取装置である。   The present invention comprises a pump for pumping up ground water, a water quality check unit for confirming that the pumped-up ground water is in an anaerobic state, and a first filter medium through which the pumped-up ground water is passed. A microorganism collecting unit for collecting, and a microorganism collecting unit for backwashing and collecting the microorganisms accumulated on the first filter medium by the microorganism collecting unit by backwashing with the ground water, and the microorganism collecting unit includes groundwater in which microorganisms are concentrated. , A drain line connected to the container, and a second filter medium incorporated in the drain line to prevent outflow of microorganisms, the container being airtight with respect to the microorganism accumulation part An anaerobic microorganism collecting apparatus characterized in that it can be separated as it is.

ここで、微生物回収部の容器が培養容器であって、該培養容器に、不活性ガスが充填されている内圧調整用のフレキシブルバッグ、サンプリング手段、及び栄養源の注入装置が装備されている構造が好ましい。   Here, the container of the microorganism recovery part is a culture container, and the culture container is equipped with a flexible bag for adjusting internal pressure filled with an inert gas, a sampling means, and a nutrient source injection device Is preferred.

また本発明は、このような嫌気性微生物の採取装置を使用し、まず汲み上げた地下水を水質チェック部で試験して嫌気状態であることを確認し、次いで汲み上げた地下水で微生物集積部及び微生物回収部の内部を洗浄して充填し、その後、汲み上げた地下水を微生物集積部に通すことで第1の濾過材上に微生物を集積し、第1の濾過材を汲み上げた地下水で逆洗することで濾過材上に集積した微生物を容器に移送することを特徴とする嫌気性微生物の採取方法である。その後、培養を行う場合には、微生物集積部から切り離した容器を培養容器とし、注入装置から微生物の栄養源(例えば電子供与体や無機塩類など)を注入する。   In addition, the present invention uses such anaerobic microorganism collection device, first tests the groundwater pumped up in the water quality check unit to confirm that it is in an anaerobic state, then uses the pumped groundwater to collect the microorganism accumulation unit and microorganism recovery. The inside of the section is washed and filled, and then the groundwater pumped up is passed through the microorganism accumulation section to accumulate microorganisms on the first filter medium, and the first filter medium is backwashed with the groundwater pumped up. It is a method for collecting anaerobic microorganisms, wherein the microorganisms accumulated on the filter medium are transferred to a container. Thereafter, when culturing is performed, a container separated from the microorganism accumulation part is used as a culture container, and a nutrient source of microorganisms (for example, an electron donor or an inorganic salt) is injected from an injection device.

本発明によれば、有機塩素化合物で汚染された地盤に生息する嫌気性微生物を、その状態のまま集積して採取でき、そのまま室内に持ち込むことができ、簡便に嫌気培養が行える。これによって、バイオレメデーション促進技術による汚染除去に必要な栄養源の種類や量の決定、除去までに要する期間の推定や費用の積算が可能となり、それに基づき環境修復作業を実施することにより、最小限の期間と費用で最大の除染効果を得ることが可能となる。   According to the present invention, anaerobic microorganisms that inhabit the ground contaminated with organochlorine compounds can be collected and collected as they are, can be brought into the room as they are, and anaerobic culture can be easily performed. This makes it possible to determine the type and amount of nutrients required for decontamination using bioremediation promotion technology, estimate the time required for removal, and accumulate costs, and carry out environmental remediation work based on this to minimize It is possible to obtain the maximum decontamination effect with a limited period and cost.

図1は本発明に係る嫌気性微生物の採取装置の模式図であり、容易に培養試験が行えるような機能を付加した例である。本装置は、地盤中に形成されているボーリング孔などを利用して地下水を汲み上げ微生物を採取するものであり、現位置にて孔口近傍に設置される。この嫌気性微生物の採取装置は、ボーリング孔10を利用して地下水を汲み上げるポンプ12と、汲み上げた地下水が嫌気状態であることを確認するための水質チェック部14と、汲み上げた地下水を通す第1の濾過材16を備え該第1の濾過材16で微生物を集める微生物集積部18と、該微生物集積部18で第1の濾過材16上に集積した微生物を汲み上げた地下水で逆洗して回収する微生物回収部20を具備している。   FIG. 1 is a schematic diagram of an anaerobic microorganism collecting apparatus according to the present invention, which is an example to which a function capable of easily performing a culture test is added. This device draws groundwater by using a borehole formed in the ground and collects microorganisms, and is installed near the hole at the current position. This anaerobic microorganism collecting device includes a pump 12 that pumps ground water using the borehole 10, a water quality check unit 14 for confirming that the pumped ground water is in an anaerobic state, and a first passage through which the pumped ground water passes. The filter medium 16 and the microorganism collecting part 18 for collecting microorganisms with the first filter medium 16, and the microorganism collecting part 18 collecting the microorganisms collected on the first filter medium 16 by backwashing with the ground water. The microorganism collecting unit 20 is provided.

水質チェック部14は、pHセンサ22、酸化還元電位(ORP)センサ24、電気伝導率(EC)センサ26、及び溶存酸素量(DO)センサ28等からなり、ポンプ12で汲み上げた水を切替弁V1によって流路を変え、それらのセンサに導き測定できるように構成されている。これによって、汲み上げた地下水が嫌気状態の水になっていることを確認可能になっている。ここでは4種類のセンサを組み込んでいるが、必ずしも全てを備えている必要はなく、また他のセンサを組み込んでもよい。   The water quality check unit 14 includes a pH sensor 22, an oxidation-reduction potential (ORP) sensor 24, an electrical conductivity (EC) sensor 26, a dissolved oxygen amount (DO) sensor 28, and the like, and switches the water pumped up by the pump 12. The flow path is changed by V1, and it is configured to be guided to these sensors for measurement. This makes it possible to confirm that the groundwater pumped up is anaerobic water. Although four types of sensors are incorporated here, it is not always necessary to provide all of them, and other sensors may be incorporated.

微生物集積部18は、汲み上げた比較的多量の地下水を通して微生物を集めるための第1の濾過材16を備えている。その他、流路を切り替えるための幾つかの切替弁V1〜V6を備えている。ここで採取する微生物は0.3μm以上の大きさであるため、それ以下の濾過性能(例えば0.22μm)を有する濾過材を用いる。切替弁V1,V2,V3,V4,V6を通るように流路を変えて、100リットル程度の通水を行うことにより、地下水中の微生物を第1の濾過材16上に集積し、排水する。また、切替弁V1,V2,V6,V4,V5を通るように流路を変えて、第1の濾過材16に対して逆向きに通水すると共に、バイブレータ22で第1の濾過材16に振動を付与し、汲み上げた地下水で逆洗することで微生物を排出する。   The microorganism accumulation unit 18 includes a first filter medium 16 for collecting microorganisms through a relatively large amount of groundwater pumped up. In addition, some switching valves V1 to V6 for switching the flow path are provided. Since the microorganisms collected here have a size of 0.3 μm or more, a filter medium having a filtration performance lower than that (for example, 0.22 μm) is used. By changing the flow path so as to pass through the switching valves V1, V2, V3, V4, and V6, and passing water of about 100 liters, microorganisms in the groundwater are accumulated on the first filter medium 16 and drained. . Further, the flow path is changed so as to pass through the switching valves V1, V2, V6, V4, and V5, and water is passed in the reverse direction with respect to the first filter medium 16, and the vibrator 22 transmits the first filter medium 16 to the first filter medium 16. Microorganisms are discharged by applying back vibration and backwashing the pumped-up groundwater.

微生物回収部20は、第1の濾過材16を地下水で逆洗することによって排出した微生物を回収する培養容器30と、該培養容器30に接続された排水ライン32と、該排水ライン32に組み込まれ微生物の流出を阻止する第2の濾過材34とを有する。培養容器30は、例えばステンレス鋼製の容器本体と蓋体を組み合わせた気密構造である。そして、この培養容器30は前記微生物集積部18に対して気密状態のまま切り離し可能となっており、そのために微生物集積部18との接続部及び排水ライン32に、それぞれ止水弁36,38が組み込まれている。なお、第2の濾過材34は、第1の濾過材16の逆洗時に排出した微生物が培養容器30から損失するのを防ぐものであり、第1の濾過材16と同等の濾過性能を有するものを使用する。   The microorganism collection unit 20 is incorporated in a culture vessel 30 that collects microorganisms discharged by backwashing the first filter medium 16 with ground water, a drain line 32 connected to the culture vessel 30, and the drain line 32. And a second filter medium 34 that prevents the outflow of microorganisms. The culture vessel 30 has an airtight structure in which, for example, a stainless steel vessel body and a lid are combined. The culture vessel 30 can be separated from the microorganism accumulation part 18 in an airtight state. For this purpose, the water stop valves 36 and 38 are provided at the connection part to the microorganism accumulation part 18 and the drain line 32, respectively. It has been incorporated. The second filter medium 34 prevents the microorganisms discharged during backwashing of the first filter medium 16 from being lost from the culture vessel 30 and has a filtration performance equivalent to that of the first filter medium 16. Use things.

培養容器30には、遮断弁40を介してフレキシブルバッグ42が接続可能になっている。このフレキシブルバッグ42は、例えばアルミニウム箔を合成樹脂フィルムに貼り合わせたシートからなる袋状体であり、窒素ガスなどの不活性ガスが充填され大気圧によって容易に変形可能な構造である。これによって、培養容器30内の地下水の一部を抜き取る場合でも、培養容器30の内圧が大気圧と常に一致するように自動的に調整される。また、本実施例では、培養容器30の下部に止水弁44を介して液抜き取り口46を設け、上部には弁48を介して雰囲気ガス抜き取り口50を設けている。   A flexible bag 42 can be connected to the culture container 30 via a shut-off valve 40. The flexible bag 42 is a bag-like body made of a sheet in which an aluminum foil is bonded to a synthetic resin film, for example, and has a structure that is filled with an inert gas such as nitrogen gas and can be easily deformed by atmospheric pressure. Thus, even when a part of the groundwater in the culture vessel 30 is extracted, the internal pressure of the culture vessel 30 is automatically adjusted so as to always coincide with the atmospheric pressure. In this embodiment, a liquid extraction port 46 is provided at the lower part of the culture vessel 30 via the water stop valve 44, and an atmospheric gas extraction port 50 is provided at the upper part via the valve 48.

更に、培養容器30には、栄養源の注入装置52が設けられている。従って、培養容器30を微生物集積部18から切り離すと、室内に運び込むことができ、そのまま嫌気性の培養試験が行える。なお、培養容器30の内部には、微生物を含む地下水採取後に内部を攪拌できるように、予めマグネット攪拌子54を入れておく。   Further, the culture container 30 is provided with a nutrient source injection device 52. Therefore, if the culture container 30 is separated from the microorganism accumulation part 18, it can be carried indoors and an anaerobic culture test can be performed as it is. A magnet stirrer 54 is placed in the culture vessel 30 in advance so that the inside of the culture vessel 30 can be stirred after collecting groundwater containing microorganisms.

操作手順をまとめると、次の通りである。まず、切替弁V1の操作により、ポンプ12で汲み上げた地下水を水質チェック部14に導き、pH、酸化還元電位(ORP)、電気伝導率(EC)、及び溶存酸素量(DO)等を測定し、汲み上げた水が嫌気状態の水であることを確認する。次に、各切替弁V1〜V6を操作して、系統内の全て(微生物集積部18及び微生物回収部20)をその地下水で洗浄する。また、バイパス流路60を利用して培養容器30内にも地下水を充填する。そして、切替弁V1,V2,V3,V4,V6を通る流路を形成して地下水が第1の濾過材16を通るようにし、該第1の濾過材16に微生物を集積する。例えば、100リットル程度通水して微生物を集める。その後、切替弁V1,V2,V6,V4,V5を通る流路を形成して、汲み上げた地下水で第1の濾過材16を逆洗し、集積された微生物を培養容器30へ送り込み回収する。回収の際には、第1の濾過材16をバイブレータ22により振動させて、回収効率を高める。このとき地下水は培養容器30の排水ライン32から排出されるが、この排水ライン32には第2の濾過材34が組み込まれているため、微生物が排水とともに流れ出ることはない。このようにして、嫌気性の微生物を、気密状態で集積して回収することができる。   The operation procedure is summarized as follows. First, by operating the switching valve V1, the groundwater pumped by the pump 12 is guided to the water quality check unit 14, and pH, oxidation-reduction potential (ORP), electrical conductivity (EC), dissolved oxygen amount (DO), etc. are measured. Make sure that the pumped water is anaerobic. Next, each of the switching valves V1 to V6 is operated to wash the entire system (the microbial accumulation unit 18 and the microbial collection unit 20) with the groundwater. In addition, groundwater is also filled into the culture vessel 30 using the bypass channel 60. Then, a flow path that passes through the switching valves V1, V2, V3, V4, and V6 is formed so that the groundwater passes through the first filter medium 16, and microorganisms are accumulated in the first filter medium 16. For example, about 100 liters of water is passed to collect microorganisms. Then, the flow path which passes along switching valve V1, V2, V6, V4, V5 is formed, the 1st filter medium 16 is back-washed with the pumped-up groundwater, The collected microorganisms are sent to the culture container 30, and are collect | recovered. At the time of collection, the first filter medium 16 is vibrated by the vibrator 22 to increase the collection efficiency. At this time, the groundwater is discharged from the drainage line 32 of the culture vessel 30. Since the second filter medium 34 is incorporated in the drainage line 32, microorganisms do not flow out together with the drainage. In this way, anaerobic microorganisms can be collected and collected in an airtight state.

培養容器30は、止水弁36,38を閉じることで微生物集積部18から切り離すことができ、そのまま室内に搬入できる。微生物を採取した培養容器30に、窒素ガスを充填したフレキシブルバッグ42を装着し、弁40を開く。これによって、培養容器30の液抜き取り口46から試水を抜き取る際も、該培養容器30の内圧は、常に大気圧と同じに調整されるため、操作が容易であるし、培養容器30の構造や材質の選択の自由度が高まる。   The culture vessel 30 can be separated from the microorganism accumulation unit 18 by closing the water stop valves 36 and 38 and can be carried into the room as it is. A flexible bag 42 filled with nitrogen gas is attached to the culture vessel 30 from which microorganisms have been collected, and the valve 40 is opened. As a result, when the sample water is withdrawn from the liquid extraction port 46 of the culture vessel 30, the internal pressure of the culture vessel 30 is always adjusted to be the same as the atmospheric pressure, so that the operation is easy and the structure of the culture vessel 30 The degree of freedom in selecting materials and materials increases.

例えば、培養容器30内に20%程度の空間ができるように試水を抜き取り、その一部の試水で栄養源を溶解し、嫌気状態にしてから注入装置52を用いて再度培養容器内に注入する。残りの試水で微生物の同定・定量を行う。培養容器30内に有機塩素化合物を注入した後(地下水中には有機塩素化合物が含まれているが、微量な場合には十分な測定感度が得られるように調整する)、地下水と同じ温度(例えば20℃)で攪拌培養する。そして、定期的に有機塩素化合物の物質収支(分解物質の状況)を測定して、完全浄化までの期間を求める。   For example, the test water is extracted so that a space of about 20% is formed in the culture container 30, the nutrient source is dissolved with a part of the test water, and the anaerobic state is used. inject. Use the remaining sample water to identify and quantify microorganisms. After injecting the organochlorine compound into the culture vessel 30 (the groundwater contains an organochlorine compound, but adjust it so that sufficient measurement sensitivity is obtained if the amount is small), the same temperature as the groundwater ( For example, the culture is stirred at 20 ° C. Then, the material balance of the organochlorine compound (decomposition state) is measured periodically to determine the period until complete purification.

このようにして、有機塩素化合物で汚染された地盤に生息する嫌気性微生物を、その状態で集積して採取を行い、簡便に嫌気培養することができる。これにより、汚染除去に必要な栄養源の種類や量、及び除去までに要する期間や費用を積算することが可能となる。   In this way, anaerobic microorganisms that inhabit the ground contaminated with organochlorine compounds can be collected and collected in that state, and can be simply anaerobically cultured. This makes it possible to integrate the type and amount of nutrient sources necessary for decontamination, and the period and cost required for removal.

上記の装置を用いて現地に生息する微生物を培養容器に集積採取し、栄養源を投与して現地採取した微生物を活性化させ、有機塩素化合物で汚染された地中の浄化の可能性を室内で検証した。ここで培養の対象となる微生物は、嫌気性微生物である。実験に用いた採水地点での水質は次の通りである。
・pH:5.67
・酸化還元電位:244mV
・電気伝導度:18.69mS/m
・溶存酸素量:0.28mg/l
Using the above equipment, microorganisms that live in the field are collected and collected in culture vessels, and nutrients are administered to activate the microorganisms collected in the field. It verified with. Here, the microorganism to be cultured is an anaerobic microorganism. The water quality at the sampling point used in the experiment is as follows.
・ PH: 5.67
・ Redox potential: 244mV
-Electrical conductivity: 18.69 mS / m
・ Amount of dissolved oxygen: 0.28 mg / l

ここで培養温度は、地下水の水温にほぼ等しい約20℃とした。栄養源としては、市販されている電子供与体を用いた。この電子供与体は、食品材料からつくられた炭水化物などの微生物を活性化させる物質である。これは、汚染地下水に一般的に存在する土着の微生物により二酸化炭素と水に分解されるので、安全で地下水を汚染することはないとされている。測定項目は、TCE(トリクロロエチレン)やDCE(ジクロロエチレン)などであり、原則として1日1回測定した。試験ケースは、表1に示す3つのケースである。TCEの分析は、0.4mlの試水を培養容器から採取して全量10ml(25倍)にし、ヘッドスペースGC−MS法で行った。この時に十分な検出感度が得られるように、初期濃度を調整した。   Here, the culture temperature was about 20 ° C., which is approximately equal to the temperature of groundwater. As a nutrient source, a commercially available electron donor was used. This electron donor is a substance that activates microorganisms such as carbohydrates made from food materials. This is because it is decomposed into carbon dioxide and water by indigenous microorganisms that are generally present in contaminated groundwater, and is safe and does not contaminate groundwater. Measurement items were TCE (trichloroethylene), DCE (dichloroethylene), and the like, and in principle, measurement was performed once a day. The test cases are the three cases shown in Table 1. The analysis of TCE was performed by the headspace GC-MS method by collecting 0.4 ml of test water from the culture vessel to make a total volume of 10 ml (25 times). The initial concentration was adjusted so that sufficient detection sensitivity was obtained at this time.

Figure 0004458469
Figure 0004458469

培養容器に、窒素ガスを充填したフレキシブルバッグを装着し、培養容器内に採取した現地地下水200mlを注入装置で抜き取る。そのうち100mlで所定の電子供与体を溶解後、注入装置で嫌気状態にしてから培養容器内に注入する。残りの100mlは水質分析に使用する。そして、培養容器内にTCEを所定量注入する。その後、20℃恒温室で培養を開始し、1日1回測定を行う。   A flexible bag filled with nitrogen gas is attached to the culture container, and 200 ml of local groundwater collected in the culture container is extracted with an injection device. Among them, a predetermined electron donor is dissolved in 100 ml, and after anaerobic state with an injection device, it is injected into the culture vessel. The remaining 100 ml is used for water quality analysis. Then, a predetermined amount of TCE is injected into the culture vessel. Then, culture | cultivation is started in a 20 degreeC thermostat, and a measurement is performed once a day.

試験結果の一例を、図2及び図3に示す。図2はTCE濃度の経日変化を表し、図3はCis−DCE濃度の経日変化を表している。   An example of the test results is shown in FIGS. FIG. 2 shows the daily change of the TCE concentration, and FIG. 3 shows the daily change of the Cis-DCE concentration.

ケース2では、TCE濃度は培養15日頃から急激に低下し、23日後には当初の1/100の濃度になった。一方、分解成分であるCis−DCE、1,1−DCEが同時タイミングで上昇した。TCEは、培養を開始してから45日目で環境基準を下回った。DCEについては、顕著な濃度低下は生じていないが、濃度の低下傾向は認められた。この結果から、TCEの浄化に有効な微生物が存在していることは確認できた。   In Case 2, the TCE concentration decreased sharply from around the 15th day of culture, and after 23 days, the concentration became 1/100 of the original level. On the other hand, decomposition components Cis-DCE and 1,1-DCE increased at the same timing. TCE fell below environmental standards 45 days after the start of culture. With respect to DCE, a significant decrease in concentration did not occur, but a tendency to decrease in concentration was observed. From this result, it was confirmed that there were microorganisms effective for purification of TCE.

ケース1では、栄養源(電子供与体)を投与していないため、TCE濃度に殆ど変化が見られない。また、ケース3では栄養源(電子供与体)を投与しているにもかかわらず、TCE濃度に殆ど変化が見られない。これはpHが下がりすぎて(5を下回ったため)微生物が死滅したためと考えられる。   In case 1, since no nutrient source (electron donor) is administered, there is almost no change in the TCE concentration. Moreover, in case 3, although the nutrient source (electron donor) is administered, there is almost no change in the TCE concentration. This is thought to be because the microorganisms were killed because the pH was too low (below 5).

ここで重要なことは、ケース2とケース3とで栄養源(電子供与体)を投与しているが、投与の仕方によって効果が全く異なることである。しかも、その効果の違いは、投与時には全く分からず、十数日経過してはじめて分かる。また一旦、微生物が死滅してしまうと、その後の浄化は行えない。本発明によって微生物を採取した複数の培養容器を予め用意し、さまざまな栄養源とその与え方を変えて培養し分析することで、実際に浄化作業を行う際に栄養源投与の最適条件を最短期間で見出すことができる。   What is important here is that nutrients (electron donors) are administered in case 2 and case 3, but the effects are completely different depending on the administration method. Moreover, the difference in the effect is not known at all at the time of administration, and can be understood only after a dozen days. Moreover, once microorganisms are killed, subsequent purification cannot be performed. By preparing a plurality of culture vessels in which microorganisms are collected according to the present invention in advance and cultivating and analyzing various nutrient sources and how to give them, the optimum conditions for nutrient source administration are minimized when actually performing purification operations. Can be found in the period.

本発明に係る嫌気性微生物の採取装置の一例を示す説明図。Explanatory drawing which shows an example of the anaerobic microorganisms collection apparatus which concerns on this invention. TCE濃度の経日変化の一例を示すグラフ。The graph which shows an example of the daily change of a TCE density | concentration. Cis−DCE濃度の経日変化の一例を示すグラフ。The graph which shows an example of the daily change of a Cis-DCE density | concentration.

符号の説明Explanation of symbols

12 ポンプ
14 水質チェック部
16 第1の濾過材
18 微生物集積部
20 微生物回収部
30 培養容器
32 排水ライン
34 第2の濾過材
42 フレキシブルバッグ
52 注入装置
DESCRIPTION OF SYMBOLS 12 Pump 14 Water quality check part 16 1st filter material 18 Microorganism accumulation part 20 Microbe collection | recovery part 30 Culture container 32 Drainage line 34 2nd filter medium 42 Flexible bag 52 Injection | pouring apparatus

Claims (3)

地下水を汲み上げるポンプと、汲み上げた地下水が嫌気状態であることを確認するための水質チェック部と、汲み上げた地下水を通す第1の濾過材を備え該第1の濾過材で微生物を集める微生物集積部と、該微生物集積部で第1の濾過材上に集積した微生物を汲み上げた地下水で逆洗して回収する微生物回収部を具備し、該微生物回収部は、微生物を濃縮した地下水を収容する容器と、該容器に接続された排水ラインと、該排水ラインに組み込まれ微生物の流出を阻止する第2の濾過材とを有し、前記容器は前記微生物集積部に対して気密状態のまま切り離し可能となっていることを特徴とする嫌気性微生物の採取装置。   A pump for pumping up groundwater, a water quality check unit for confirming that the pumped-up groundwater is in an anaerobic state, and a microorganism collecting unit for collecting microorganisms with the first filter medium, the first filter medium passing through the pumped-up groundwater And a microorganism recovery unit for backwashing and recovering the microorganisms collected on the first filter medium by the microorganisms collecting unit, and the microorganism recovery unit is a container for storing the groundwater in which the microorganisms are concentrated And a drainage line connected to the container and a second filter medium incorporated in the drainage line to prevent the outflow of microorganisms, the container being separable from the microorganism accumulation part while being airtight An apparatus for collecting anaerobic microorganisms. 微生物回収部の容器が培養容器であって、該培養容器に、不活性ガスが充填されている内圧調整用のフレキシブルバッグ、サンプリング手段、及び栄養源の注入装置が装備されている請求項1記載の嫌気性微生物の採取装置。   The container of the microorganism collection part is a culture container, and the culture container is equipped with a flexible bag for adjusting internal pressure filled with an inert gas, sampling means, and a nutrient source injection device. Anaerobic microorganism collection device. 請求項1乃至2のいずれかに記載の嫌気性微生物の採取装置を使用し、まず汲み上げた地下水を水質チェック部で試験して嫌気状態であることを確認し、次いで汲み上げた地下水で微生物集積部及び微生物回収部の内部を洗浄して充填し、その後、汲み上げた地下水を微生物集積部に通すことで第1の濾過材上に微生物を集積し、第1の濾過材を汲み上げた地下水で逆洗することで濾過材上に集積した微生物を容器に移送することを特徴とする嫌気性微生物の採取方法。
3. Using the anaerobic microorganism collecting device according to claim 1, firstly, the groundwater pumped up is tested in a water quality check unit to confirm that it is in an anaerobic state, and then the microorganism accumulation unit is used in the pumped groundwater. Then, the inside of the microorganism collecting part is washed and filled, and then the groundwater pumped up is passed through the microorganism collecting part to accumulate microorganisms on the first filter medium and backwashed with the groundwater pumped up the first filter medium. A method for collecting anaerobic microorganisms, wherein the microorganisms accumulated on the filter medium are transferred to a container.
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