WO2002046370A1 - Promoter for the culture of autrotrophic bacterium at high density - Google Patents
Promoter for the culture of autrotrophic bacterium at high density Download PDFInfo
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- WO2002046370A1 WO2002046370A1 PCT/JP2001/010295 JP0110295W WO0246370A1 WO 2002046370 A1 WO2002046370 A1 WO 2002046370A1 JP 0110295 W JP0110295 W JP 0110295W WO 0246370 A1 WO0246370 A1 WO 0246370A1
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- C—CHEMISTRY; METALLURGY
- C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
- C12N—MICROORGANISMS OR ENZYMES; COMPOSITIONS THEREOF; PROPAGATING, PRESERVING, OR MAINTAINING MICROORGANISMS; MUTATION OR GENETIC ENGINEERING; CULTURE MEDIA
- C12N1/00—Microorganisms, e.g. protozoa; Compositions thereof; Processes of propagating, maintaining or preserving microorganisms or compositions thereof; Processes of preparing or isolating a composition containing a microorganism; Culture media therefor
- C12N1/38—Chemical stimulation of growth or activity by addition of chemical compounds which are not essential growth factors; Stimulation of growth by removal of a chemical compound
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- C—CHEMISTRY; METALLURGY
- C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
- C12N—MICROORGANISMS OR ENZYMES; COMPOSITIONS THEREOF; PROPAGATING, PRESERVING, OR MAINTAINING MICROORGANISMS; MUTATION OR GENETIC ENGINEERING; CULTURE MEDIA
- C12N1/00—Microorganisms, e.g. protozoa; Compositions thereof; Processes of propagating, maintaining or preserving microorganisms or compositions thereof; Processes of preparing or isolating a composition containing a microorganism; Culture media therefor
- C12N1/20—Bacteria; Culture media therefor
Definitions
- the present invention relates to an autotrophic bacterium high-concentration cultivator for culturing autotrophic bacteria at a high concentration (hereinafter simply referred to as “promoting”). It relates also referred) and agents ", more particularly, to accelerators for culturing autotrophic bacteria causing increasingly like medium P H is changed in response to high concentrations in culture toothpick.
- the conventional culture method is a small scale at the test tube level aiming at pure culture, and the medium in the flask does not suspend in about two months, and the culture method that can be applied industrially is I could not say.
- pH decreases when nitrification starts in the culture of nitrifying bacteria, for example.
- the present invention has been made in view of the above circumstances, and an object of the present invention is to provide an accelerator for culturing autotrophic bacteria at a high concentration.
- the high-concentration autotrophic bacterium cultivation promoter according to claim 1 maintains the pH of a medium that is inclined to an acidic side in the acclimatization process in a predetermined range when the autotrophic bacterium is acclimated for a predetermined period to be cultured at a high concentration.
- An autotrophic bacterium high-concentration cultivation enhancer that serves as a carbon source together with the bacterium, which is capable of maintaining the pH of the culture medium that exhibits basicity by dissociation and tilts toward the acidic side within a predetermined range, and If two types of properties can be provided by one type of compound, a property that can be a carbon source during the growth of vegetative bacteria, and at least one type of the compound, or two or more types of the above properties can be provided by two or more types of compounds. In the case where the compound can be applied, a mixture of the compound is blended.
- the high-concentration cultivation agent for autotrophic bacteria according to claim 2 is the accelerator according to claim 1, wherein the mixture is a mixture of the following components (A) and (B). And
- the accelerator for autotrophic bacterium high concentration culture according to claim 3 is the accelerator according to claim 2, wherein the mixing ratio of the component (A): the component (B) is 1: 4 to 17 in a molar ratio. No.7.
- the autotrophic bacterium high concentration culture promoter according to claim 4 is the promoter according to claim 2 or 3, wherein the component (A) is sodium carbonate.
- the component (B) is hydrogencarbonate. It is characterized by being sodium.
- Figure 2 is a curve showing the concentration of NH 4 —N remaining 4 hours after injection of NH 4 — N (lO Omg / liter), showing the change in NH 4 —N concentration during the nitrification acclimation process of sludge.
- FIG. The mark in the figure indicates the introduction of NH4-N (100 mg Z liter).
- FIG. 3 is a graph showing the daily change of the MLSS concentration during the nitrification acclimation process of sludge.
- FIG. 4 is a graph showing changes in MLSS concentration after acclimation for 8 months by changing the composition ratio of the culture promoter.
- FIG. 5 is a graph showing changes in MLSS concentration after habituation by changing the type of culture promoter.
- FIG. 6 is a graph showing the daily change of the MLSS concentration in the process of acclimating sulfur-oxidizing bacteria in sludge.
- the autotrophic bacterium according to the present invention refers to any bacterium that causes a reaction such that the pH of the medium decreases during cultivation. Specifically, ammonia-oxidizing bacteria (nitrifying bacteria), sulfur-oxidizing bacteria, Examples thereof include carbon monoxide oxidizing bacteria, and a mixed bacterium of two or more of these.
- the components of the accelerator of the present invention have the property of exhibiting basicity by dissociation and having the property of maintaining the pH of the culture medium inclined toward the acidic side during acclimation within a predetermined range (7.0 to 9.0).
- the compound is not particularly limited as long as it has two properties, namely, a property that can serve as a carbon source during the growth of the autotrophic bacterium.
- At least one kind of the compound is a component of the accelerator of the present invention.
- a mixture of the compounds is a component of the accelerator of the present invention.
- a mixture of (A) a carbonate which is soluble in water and exhibits basicity by dissociation and (B) a bicarbonate which is soluble in water can be mentioned.
- hydroxides such as sodium hydroxide and potassium hydroxide, and alkali metal salts such as sodium carbonate.
- component (B) sodium hydrogen carbonate, magnesium carbonate (4Mg C03 ' Carbonates such as Mg (OH) 2-5H2O).
- the component (A) is an alkali metal carbonate or an alkaline earth metal carbonate which is soluble in water, such as sodium carbonate, sodium carbonate, potassium carbonate, etc .;
- the two properties described above are effective when the component is a water-soluble alkaline metal bicarbonate or an alkaline earth metal bicarbonate that is soluble in water, such as sodium bicarbonate or bicarbonate.
- sodium carbonate and carbonic acid Most preferred is a combination of sodium hydrogen.
- the activated sludge used in the present invention includes sewage sludge and night soil sludge. These may be freshwater-diluted or seawater-diluted, but if the autotrophic bacteria are cultured using seawater-diluted sludge as a raw material, they are rare. Since a large amount of valuable marine bacteria (salt-resistant bacteria) can be obtained, it is preferable to use activated sludge that has been subjected to seawater dilution.
- seawater contains marine bacteria that are considered to have higher salt tolerance than freshwater bacteria, their abundance is very small and pure separation is difficult. Its research has lagged behind freshwater bacteria.
- a large amount of marine bacteria having a high concentration can be obtained by using activated sludge that has been subjected to seawater dilution treatment as described above as a raw material. Marine bacteria have multi-layered cell walls and have strong resistance to various osmotic pressures of treated water and various chemicals that inhibit growth.
- the culture of nitrifying bacteria contained in the activated sludge is carried out by
- sludge dewatered filtrate ⁇ anaerobic Nitrification by sludge treatment wastewater such as digestion and desorption solution is required. Therefore, the dissolved oxygen (DO) at this time must be 2 mg Z liter or more. However, for the first time in this experiment, it was found that if the dissolved oxygen concentration was too high, the growth rate would tend to decrease. The details will be described below.
- dissolved oxygen (DO) concentration S mgZ liter is most preferable.
- the pH must be 7.0 to 9.0, particularly when using activated sludge diluted with seawater, preferably 7.5 to 8.5, more preferably 7.5 to 7.8. preferable.
- the growth speed is high in the range of 20 to 40 ° C, and more preferably 25 to 35 ° C.
- Equation (C) is an equation for the entire nitrifying bacteria.
- a buffer which has a pH which is inclined toward the acidic side in the culture process and which has a buffering action as a mixture of a normal salt and an acid salt is preferable.
- a culture promoting agent comprising a combination of sodium carbonate and sodium bicarbonate
- a carbon source for carbonic assimilation of nitrifying bacteria can be supplied at the same time. The explanation is added below.
- the sodium carbonate is In some cases, the effect of increasing the pH can be sufficiently recognized.However, the effect of increasing the pH is so large that it cannot be used in a large amount and is not suitable for supplying a sufficient carbon source. is there. On the other hand, when using only sodium hydrogen carbonate, there is no problem in terms of supply as an inorganic carbon source, but a large amount of supply is required in terms of maintaining pH, which is not preferable.
- a mixture of sodium carbonate and sodium hydrogen carbonate can be suitably used.
- an aqueous solution of the mixture it became possible to effectively supply an inorganic carbon source for assimilation of carbonic acid in a living body while maintaining a gradually decreasing pH.
- the mixture ratio of sodium carbonate and sodium hydrogencarbonate in the mixture is preferably 1: 4Z7 to 17/7 in a molar ratio of sodium carbonate: sodium hydrogencarbonate.
- sodium bicarbonate is 4Z 7 (0.571-) mo 1 Z liter ⁇ 17/7 (2.4 8 8) mo 1 liter
- An aqueous solution of the mixture is effective.
- the monitoring of the pH of the culture system may be performed continuously or at predetermined time intervals. It is preferable to use a continuous pH monitoring device such as a pH controller, but the present invention is not limited to this. It is also possible to perform the measurement manually using a pH indicator such as phenol red.
- the concentration of ammonia in the NH4-N-containing liquid is preferably 100 mg / liter or more and 300 mg / liter or less, and more preferably 200 mg / liter or less.
- Ammonia is an energy source for the growth of ammonium oxidizing bacteria, which are chemolithotrophic bacteria, by assimilating carbon dioxide. However, excessive amounts of ammonia may inhibit growth and growth.
- Nitrite oxidizing bacteria contained in activated sludge, like ammonia oxidizing bacteria, are bacteria that take over and oxidize nitrite generated by ammonia oxidizing bacteria. In this case, the initial concentration of ammonia cannot be set unnecessarily high because it is weak to high nitrite concentration. Therefore, the concentration of ammonia
- sludge treatment waste liquid such as sludge dewatered filtrate or digestion / desorption liquid generated in the water treatment plant.
- activated sludge is nitrified by sludge treatment wastewater such as sludge dewatered filtrate and digestion desorbent, so that nitrifying bacteria slightly contained in the activated sludge can be cultured at a high concentration.
- the activated sludge can be reduced to 1/3 to 1/4 in two months, and nitrified sludge having a large specific gravity can be obtained.
- activated sludge originally contains about 0.35% of nitrifying bacteria.
- the content of nitrifying bacteria in the activated sludge can be increased by about 10 times (3.5%).
- other germs cannihilate and die because no external nutrients (feeds) are provided.
- the amount of activated pollutants is reduced.
- the germs When the germs almost die, they become hard-to-decompose organic matter called "granules", which are attached to nitric bacteria around the nucleus.
- nitrifying bacteria sediments in the culture system due to its specific gravity. In order to culture nitrifying bacteria at a high concentration, this good sedimentation property is required. In other words, nitrifying bacteria generally have a low specific gravity and float in pure culture. Therefore, nitrifying bacteria are likely to flow out of the culture system, and high-concentration culture cannot be expected. As a result, the production of nuclei (refractory organic substances) as described above is required for high-concentration culture, but nucleation is not seen in pure culture of nitrifying bacteria, and is not active. Only seen when sludge is used as raw material.
- the promoter of the present invention enables cultivation of autotrophic bacteria, which has been impossible so far, in a large amount and at a high concentration.
- Example 1 High concentration culture of nitrifying bacteria [Production of nitrifying activated sludge]
- Batch culture was performed in a two-day cycle in a fililand draw type culture tank (30 liters) shown in FIG. That is, urine sludge diluted with seawater and anaerobic digestion / elimination liquid (diluted in seawater so that the concentration of NH4-N is 100 mgZ liter) are put into a culture tank, and the temperature in the culture tank is thermostated. So that the temperature becomes 27 ° C with a heater and a heater, and adjust the pH with a pH controller and a culture promoter (0.5 mol / liter Na 2 CO 3 and 1 mol 1 Z liter).
- the culture was performed by setting the pH to 7.5 to 8.5 with a buffer consisting of NaHCO 3 (when the initial pH was 8.5 or more, dilute sulfuric acid was added. 8.5 or less). The amount of aeration was adjusted with a balloon to adjust the dissolved oxygen (DO) concentration to 4 mg / litre.
- a buffer consisting of NaHCO 3 (when the initial pH was 8.5 or more, dilute sulfuric acid was added. 8.5 or less).
- the amount of aeration was adjusted with a balloon to adjust the dissolved oxygen (DO) concentration to 4 mg / litre.
- the replenisher / desorbent was added to a final concentration of 10 Omg / liter.
- the aeration was stopped, the sludge was settled for 1 hour, the supernatant was removed, the digestion / desorption solution was added, and the aeration was restarted.
- S sludge MLS S concentration (g liter) Measure the SV30 and SVI of seawater acclimated nitrifying activated sludge (AMN S), which has been acclimated after a seawater acclimation period of about 60 days, and examine sedimentation characteristics At the same time, the state of floc formation was observed using an optical microscope.
- APN S seawater acclimated nitrifying activated sludge
- the graph in Fig. 2 shows the process of acclimating night sludge to seawater (the figure shows the concentration of 100 mg / liter of NH4-N after 4 hours).
- ammonia and nitrite are separately required as energy substrates, but in a mixed culture system, only ammonia needs to be supplied as an energy substrate.
- Type of culture promoter Composition
- High-density cultivation of nitrifying bacteria production of nitrifying activated sludge was performed in the same manner as in Example 2, except that [NaHC03, Na2CO3] was changed.
- Figure 5 shows the MLSS concentration of AMN S after habituation.
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Abstract
Description
明 細 書 独立栄養細菌を高濃度に培養するための促進剤 [技術分野] 本発明は、 独立栄養細菌を高濃度に培養するための独立栄養細菌高濃 度培養促進剤 (以下、 単に 「促進剤」 ともいう) に関し、 詳しくは、 培 養時において次第に培地の P Hが変化するような反応をおこす独立栄養 細菌を高濃度に培養するための促進剤に関する。 Description: Promoter for culturing autotrophic bacteria at a high concentration [Technical Field] The present invention relates to an autotrophic bacterium high-concentration cultivator for culturing autotrophic bacteria at a high concentration (hereinafter simply referred to as “promoting”). It relates also referred) and agents ", more particularly, to accelerators for culturing autotrophic bacteria causing increasingly like medium P H is changed in response to high concentrations in culture toothpick.
[背景技術] アンモニア酸化細菌 (硝化細菌) や硫黄酸化細菌などの独立栄養細菌 は、 増殖速度が遅く、 コロニーを作って生活しないことに起因して、 そ の存在が確認されて百年以上経た今日まで、 工業的に大量に高濃度培養 することに成功したという報告はない。 [Background Art] Autotrophic bacteria such as ammonia-oxidizing bacteria (nitrifying bacteria) and sulfur-oxidizing bacteria have been found to exist over 100 years ago because their growth rate is slow and they do not live as colonies. Until then, there have been no reports of successful high-density cultivation industrially.
すなわち、 従来の培養方法は、 純粋培養を目指す試験管レベルの小規 模のものであり、 2ヶ月程ではフラスコ内の培地が懸濁しない程度であ り、 工業的に応用できる培養方法とは言えなかった。 In other words, the conventional culture method is a small scale at the test tube level aiming at pure culture, and the medium in the flask does not suspend in about two months, and the culture method that can be applied industrially is I could not say.
説明を加えると、 例えば硝化細菌の培養において硝化が始まると p H が低下するわけであるが、 従来この p Hを効果的に (培養に影響なく) 上げる方法が分からなかった。 For example, pH decreases when nitrification starts in the culture of nitrifying bacteria, for example. Conventionally, there was no known way to increase this pH effectively (without affecting culture).
一方、 硝化に伴って炭素源が減少していくわけであるが、 従来、 炭素 源の供給として二酸化炭素を使用していた。 二酸化炭素の供給により確 かに炭素源の枯渴を防ぐことができるが、 前述した P Hの低下がさらに 進み、 延いては硝化細菌の活動が停止し、 これが細菌増殖の限界であつ た。 On the other hand, although the carbon source decreases with nitrification, carbon dioxide was conventionally used as a carbon source supply. Although the supply of carbon dioxide can surely prevent the depletion of the carbon source, the above-mentioned decline in PH This led to the cessation of nitrifying bacteria, which was the limit of bacterial growth.
本発明は上記の実情に鑑みてなされたものであり、 その目的は、 独立 栄養細菌を高濃度に培養するための促進剤を提供するところにある。 The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an accelerator for culturing autotrophic bacteria at a high concentration.
[発明の開示] [Disclosure of the Invention]
請求項 1に記載の独立栄養細菌高濃度培養促進剤は、 独立栄養細菌を 高濃度に培養すべく所定期間馴養する際、 当該馴養過程において酸性側 に傾く培地の p Hを所定範囲に維持させると共に炭素源となる独立栄養 細菌高濃度培養促進剤であって、 解離することにより塩基性を呈して前 記酸性側に傾く培地の p Hを所定範囲に維持させることのできる性質と、 前記独立栄養細菌の増殖時の炭素源となり うる性質との 2つの性質を、 1種類の化合物で以て付与できる場合は当該化合物の少なく とも 1種、 または上記 2つの性質を 2種以上の化合物で以て付与できる場合は、 当 該化合物の混合物が配合されてなるものである。 The high-concentration autotrophic bacterium cultivation promoter according to claim 1 maintains the pH of a medium that is inclined to an acidic side in the acclimatization process in a predetermined range when the autotrophic bacterium is acclimated for a predetermined period to be cultured at a high concentration. An autotrophic bacterium high-concentration cultivation enhancer that serves as a carbon source together with the bacterium, which is capable of maintaining the pH of the culture medium that exhibits basicity by dissociation and tilts toward the acidic side within a predetermined range, and If two types of properties can be provided by one type of compound, a property that can be a carbon source during the growth of vegetative bacteria, and at least one type of the compound, or two or more types of the above properties can be provided by two or more types of compounds. In the case where the compound can be applied, a mixture of the compound is blended.
請求項 2に^載の独立栄養細菌高濃度培養促進剤は、 請求項 1に記載 の促進剤において、 前記した混合物が、 下記 (A ) 成分と (B ) 成分と の混合物であることを特徴とする。 The high-concentration cultivation agent for autotrophic bacteria according to claim 2 is the accelerator according to claim 1, wherein the mixture is a mixture of the following components (A) and (B). And
( A ) 炭酸アルカリ金属塩、 又は炭酸アルカリ土類金属塩。 (A) Alkali metal carbonate or alkaline earth metal carbonate.
( B ) 炭酸水素アルカリ金属塩、 又は炭酸水素アルカリ土類金属塩。 請求項 3に記載の独立栄養細菌高濃度培養促進剤は、 請求項 2に記載 の促進剤において、 前記 (A ) 成分: (B ) 成分の混合割合がモル比で 1 : 4 ア〜 1 7ノ7であることを特徴とする。 (B) Alkali metal bicarbonate or alkaline earth metal bicarbonate. The accelerator for autotrophic bacterium high concentration culture according to claim 3 is the accelerator according to claim 2, wherein the mixing ratio of the component (A): the component (B) is 1: 4 to 17 in a molar ratio. No.7.
請求項 4に記載の独立栄養細菌高濃度培養促進剤は、 請求項 2または 3に記載の促進剤において、 前記 (A ) 成分が、 炭酸ナトリ ウムであり . 前記 (B ) 成分が、 炭酸水素ナトリウムであることを特徴とする。 [図面の簡単な説明] 図 1は、 汚泥硝化馴養装置の一例を示した略示説明図である。 The autotrophic bacterium high concentration culture promoter according to claim 4 is the promoter according to claim 2 or 3, wherein the component (A) is sodium carbonate. The component (B) is hydrogencarbonate. It is characterized by being sodium. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic explanatory view showing an example of a sludge nitrification acclimation apparatus.
図 2は、 NH4— N ( l O Omg/リ ッ トル) 投入 4時間後に残存す る N H 4— Nの濃度を示す曲線で、 汚泥の硝化馴養過程における N H 4 —N濃度の変化を示したグラフ図である。 図中の 印は、 NH4— N ( 1 00 m g Zリ ッ トル) の投入を示す。 Figure 2 is a curve showing the concentration of NH 4 —N remaining 4 hours after injection of NH 4 — N (lO Omg / liter), showing the change in NH 4 —N concentration during the nitrification acclimation process of sludge. FIG. The mark in the figure indicates the introduction of NH4-N (100 mg Z liter).
図 3は、 汚泥の硝化馴養過程において ML S S濃度の経日的変化を示 したグラフ図である。 FIG. 3 is a graph showing the daily change of the MLSS concentration during the nitrification acclimation process of sludge.
図 4は、 培養促進剤の組成配合の割合を変えて 8ヶ月間、 馴養を行な つた ML S S濃度の変化を示すグラフ図である。 FIG. 4 is a graph showing changes in MLSS concentration after acclimation for 8 months by changing the composition ratio of the culture promoter.
図 5は、 培養促進剤の種類を変えて馴養を行なった ML S S濃度の変 化を示すグラフ図である。 FIG. 5 is a graph showing changes in MLSS concentration after habituation by changing the type of culture promoter.
図 6は、 汚泥中の硫黄酸化細菌の馴養過程において ML S S濃度の経 日的変化を示したグラフ図である。 FIG. 6 is a graph showing the daily change of the MLSS concentration in the process of acclimating sulfur-oxidizing bacteria in sludge.
[発明を実施するための最良の形態] 独立栄養細菌 [Best Mode for Carrying Out the Invention] Autotrophic Bacteria
本発明における独立栄養細菌とは、 培養時において培地の p Hが下が つていくような反応を起こす細菌の全てをいい、 具体的には、 アンモニ ァ酸化細菌 (硝化細菌) 、 硫黄酸化細菌、 一酸化炭素酸化細菌など、 及 びこれら 2つ以上の混合菌などが挙げられる。 The autotrophic bacterium according to the present invention refers to any bacterium that causes a reaction such that the pH of the medium decreases during cultivation. Specifically, ammonia-oxidizing bacteria (nitrifying bacteria), sulfur-oxidizing bacteria, Examples thereof include carbon monoxide oxidizing bacteria, and a mixed bacterium of two or more of these.
これらの細菌は、 例えば、 活性汚泥、 海水中等に含まれているが、 ど ちらかと言えば、 細菌がより多く含有するという点で、 活性汚泥を用い る方が好適である。 . 促進剤成分 These bacteria are contained, for example, in activated sludge and seawater. However, it is more preferable to use activated sludge because it contains more bacteria. . Accelerator component
本発明の促進剤の成分としては、 解離することにより塩基性を呈し、 馴養中に酸性側に傾く培地の p Hを所定範囲 (7. 0〜 9. 0) に維持 させることのできる性質と、 前記独立栄養細菌の増殖時の炭素源となり うる性質との 2つの性質を備えている化合物であれば、 特に限定される ものではない。 The components of the accelerator of the present invention have the property of exhibiting basicity by dissociation and having the property of maintaining the pH of the culture medium inclined toward the acidic side during acclimation within a predetermined range (7.0 to 9.0). The compound is not particularly limited as long as it has two properties, namely, a property that can serve as a carbon source during the growth of the autotrophic bacterium.
前記 2つの性質を 1種類の化合物で以て付与できる場合は当該化合物 の少なく とも 1種が本発明の促進剤の成分となる。 When the above two properties can be imparted by one kind of compound, at least one kind of the compound is a component of the accelerator of the present invention.
その具体例としては、 二炭酸水素三ナトリウム (==セスキ炭酸ナトリ ゥム) (N a 2 C O 3 - N a H C O 3 · 2 H 2 O) や、 この化合物にお けるナトリウムが、 カリゥムゃマグネシウムなどに一部あるいは全部置 換された化合物などが挙げられる。 Specific examples include trisodium hydrogen bicarbonate (== sodium sesquicarbonate) (Na 2 CO 3 -NaHCO 3 · 2H 2 O) and sodium in this compound is potassium magnesium. And the like, a compound partially or wholly substituted for.
また、 上記 2つの性質を 2種以上の化合物で以て付与できる場合は、 当該化合物の混合物が本発明の促進剤の成分となる。 例えば、 (A) 水 に可溶性を示し解離することにより塩基性を示す炭酸塩と、 (B) 水に 可溶性を示す炭酸水素塩との混合物が挙げられ、 具体的には、 (A) 成 分として、 水酸化ナトリウム、 水酸化カリウムなどの水酸化物や、 炭酸 ナトリ ウムなどのアルカリ金属塩が挙げられ、 (B) 成分としては、 炭 酸水素ナトリウム、 炭酸水酸化マグネシウム (4M g C 03 ' M g (O H) 2 - 5 H 2 O) などの炭酸塩が挙げられる。 Further, when the above two properties can be imparted by two or more compounds, a mixture of the compounds is a component of the accelerator of the present invention. For example, a mixture of (A) a carbonate which is soluble in water and exhibits basicity by dissociation and (B) a bicarbonate which is soluble in water can be mentioned. Examples include hydroxides such as sodium hydroxide and potassium hydroxide, and alkali metal salts such as sodium carbonate. As the component (B), sodium hydrogen carbonate, magnesium carbonate (4Mg C03 ' Carbonates such as Mg (OH) 2-5H2O).
なかでも、 前記 (A) 成分が、 炭酸ナトリゥム、 炭酸ナトリウムカリ ゥム、 炭酸カリウム等の、 水に可溶性を示す炭酸アルカリ金属塩又は炭 酸アル力リ土類金属塩であり、 '前記 (B) 成分が、 炭酸水素ナトリウム, 炭酸水素力リゥム等の、 水に可溶性を示す炭酸水素アル力リ金属塩又は 炭酸水素アル力リ土類金属塩であることが、 前述した 2つの性質を効果 的に付与できるという点で好ましく、 なかでも、 炭酸ナトリウムと炭酸 水素ナトリウムの組合せが最も好ましい。 Among them, the component (A) is an alkali metal carbonate or an alkaline earth metal carbonate which is soluble in water, such as sodium carbonate, sodium carbonate, potassium carbonate, etc .; The two properties described above are effective when the component is a water-soluble alkaline metal bicarbonate or an alkaline earth metal bicarbonate that is soluble in water, such as sodium bicarbonate or bicarbonate. And sodium carbonate and carbonic acid. Most preferred is a combination of sodium hydrogen.
活性汚泥 Activated sludge
本発明に使用する活性汚泥は、 下水汚泥やし尿汚泥が挙げられる。 こ れらは、 淡水希釈処理されたものであってもよく、 あるいは海水希釈処 理されたものであっても構わないが、 海水希釈汚泥を原料として当該独 立栄養細菌を培養すれば、 希少価値とされる海洋性の細菌 (耐塩性の細 菌) が大量に得られるので、 海水希釈処理された活性汚泥を使用するこ とが好適である。 The activated sludge used in the present invention includes sewage sludge and night soil sludge. These may be freshwater-diluted or seawater-diluted, but if the autotrophic bacteria are cultured using seawater-diluted sludge as a raw material, they are rare. Since a large amount of valuable marine bacteria (salt-resistant bacteria) can be obtained, it is preferable to use activated sludge that has been subjected to seawater dilution.
説明を加えると、 天然の海水中には淡水性細菌よりも高い耐塩性を有 すると考えられる海洋性の細菌が存在するが、 その存在量は非常に少な く、 純粋分離が困難であるため、 淡水性細菌に比べてその研究は遅れて いる。 しかしながら、 本発明の培養方法であれば、 前述したように海水 希釈処理された活性汚泥を原料とすることにより、 高い濃度の海洋性細 菌を大量に得ることができる。 海洋性細菌は、 多層の細胞壁を備え、 処 理水の浸透圧変化や生育を阻害する種々の化学物質に対して強力な耐性 を持つ。 To explain, although natural seawater contains marine bacteria that are considered to have higher salt tolerance than freshwater bacteria, their abundance is very small and pure separation is difficult. Its research has lagged behind freshwater bacteria. However, according to the culture method of the present invention, a large amount of marine bacteria having a high concentration can be obtained by using activated sludge that has been subjected to seawater dilution treatment as described above as a raw material. Marine bacteria have multi-layered cell walls and have strong resistance to various osmotic pressures of treated water and various chemicals that inhibit growth.
硝化細菌の培養 (馴養) 条件 Culture (acclimation) conditions for nitrifying bacteria
活性汚泥に含まれる硝化細菌の培養は、 当該活性汚泥を、 所定期間 The culture of nitrifying bacteria contained in the activated sludge is carried out by
(例えば、 1ヶ月、 2ヶ月あるいは 3ヶ月) 、 汚泥脱水濾液ゃ (嫌気 性) 消化脱離液などの汚泥処理廃液により硝化馴養するわけであるが、 この硝化馴養は好気的に行なう必要があるため、 この際の溶存酸素 (D O ) を 2 m g Zリットル以上とする必要がある。 しかしながら、 溶存酸 素濃度を無闇に高く し過ぎると逆に増殖スピードが低下する傾向になる ことが今回の実験で初めて分かった。 以下詳述する。 (For example, 1 month, 2 months or 3 months), sludge dewatered filtrate ゃ (anaerobic) Nitrification by sludge treatment wastewater such as digestion and desorption solution is required. Therefore, the dissolved oxygen (DO) at this time must be 2 mg Z liter or more. However, for the first time in this experiment, it was found that if the dissolved oxygen concentration was too high, the growth rate would tend to decrease. The details will be described below.
硝化細菌による硝化スピードは、 溶存酸素が高ければ高いほど速くな るので、 硝化馴養集積にあっても同様、 高いほど速く進むであろうと考 えられていたが、 あにはからんや、 活性汚泥を原料とした硝化細菌の馴 養集積は、 溶存酸素 (DO) 5 m g/リ ッ トルを超えるところぐらいか らそめスピードが低下することが分かった。 なお、 溶存酸素 (DO) 濃 度 S mgZリ ッ トルが最も好ましい。 The rate of nitrification by nitrifying bacteria is higher as the dissolved oxygen is higher. However, the acclimation of nitrifying bacteria from activated sludge as a raw material is likely to be slowed down by more than 5 mg / liter dissolved oxygen (DO). I understood. In addition, dissolved oxygen (DO) concentration S mgZ liter is most preferable.
また、 p Hは 7. 0〜9. 0である必要があり、 (特に海水希釈の活 性汚泥を使用する場合) 7. 5〜 8. 5が好ましく、 7. 5〜 7. 8が 更に好ましい。 Further, the pH must be 7.0 to 9.0, particularly when using activated sludge diluted with seawater, preferably 7.5 to 8.5, more preferably 7.5 to 7.8. preferable.
培養温度に関しては、 20〜40°Cの範囲であれば増殖スピードが速 く、 2 5〜 3 5 °Cであればさらに好ましい。 Regarding the cultivation temperature, the growth speed is high in the range of 20 to 40 ° C, and more preferably 25 to 35 ° C.
なお、 培養の過程において、 p Hが低下するとともに、 アルカリ度が 減少する。 すなわち、 アンモニア酸化細菌による NH4+の NO 2—へ の酸化、 亜硝酸酸化細菌による NO 2 -の NO 3 -への酸化は次の In the course of the cultivation, the pH decreases and the alkalinity decreases. That is, the oxidation of NH4 + to NO 2− by ammonia oxidizing bacteria and the oxidation of NO 2 − to NO 3 − by nitrite oxidizing bacteria are as follows:
(A) (B) の 2式で示される。 なお、 式 (C) は、 硝化細菌全体とし ての式である。 (A) and (B). Equation (C) is an equation for the entire nitrifying bacteria.
(アンモニア酸化細菌) (Ammonia oxidizing bacteria)
NH4+ + 1.5 θ2 → Ν02— + Η2θ + 2Η+ …… (A) (亜硝酸酸化細菌) NH4 + + 1.5 θ2 → Ν02— + Η2θ + 2Η + …… (A) (Nitrite oxidizing bacteria)
N02- + 0.5 02 → Νθ3 - "…- (B) N02- + 0.5 02 → Νθ3-"…-(B)
(混合系) (Mixed system)
NH4+ + 2.0 θ2 → Ν03— + Η2θ + 2Η+ …… (C) これらより、 ΝΗ 4—Νを NO 3— Νにまで酸化するのに、 4. 5 7 m g O 2 /m g NH4— Nの酸素を必要とし、 硝化反応の進行に伴い水 素イオンが放出されるため、 培養系の p Hが低下するとともにアル力リ 度が減少することが分かる。 p Hの低下に伴い培養速度が減少するため 緩衝液などを使って p Hを所定値に保持しなければ、 従来法と同様、 微 生物の活動が停止してしまう。 NH4 + + 2.0 θ2 → Ν03— + Η2θ + 2Η + …… (C) From these, to oxidize ΝΗ4—4 to NO 3— 4., 4.57 mg O 2 / mg NH4—N oxygen Since hydrogen ions are released as the nitrification reaction progresses, it can be seen that the pH of the culture system decreases and the strength decreases. As the culture speed decreases with decreasing pH If the pH is not maintained at a predetermined value using a buffer or the like, the activity of microorganisms stops as in the conventional method.
そこで本発明では、 培養過程において酸性側に傾く p Hを、 正塩と酸 性塩とを混合物にして緩衝作用を えたものが好適であると考え、 具体 的な化合物を見い出すべく、 多数の化合物による トライ · アンド · エラ 一を重ねた結果、 炭酸ナトリ ゥムと炭酸水素ナトリ ゥムとの組み合わせ よりなる培養促進剤の投入によって p Hを復帰させることが最も好適で あることを見い出した。 Therefore, in the present invention, it is considered that a buffer which has a pH which is inclined toward the acidic side in the culture process and which has a buffering action as a mixture of a normal salt and an acid salt is preferable. As a result of repeated trial-and-error tests, it was found that it is most preferable to restore pH by introducing a culture promoter composed of a combination of sodium carbonate and sodium bicarbonate.
一般に、 細菌細胞の合成反応が次式で表現できることが知られている < In general, it is known that the synthesis reaction of bacterial cells can be expressed by the following formula <
4C02 + HC03 + NH4+ + Η2θ → C5H7NO2 + 50ク 4C02 + HC03 + NH4 + + Η2θ → C5H7NO2 + 50
これを、 上記した混合培養系 (C) の生化学反応式に適用すると、 お よそ次のようになる。 If this is applied to the biochemical reaction formula of the mixed culture system (C) described above, it is roughly as follows.
NH4+ 4- 1.86 02 + 1.98 HC〇3 - → NH4 + 4- 1.86 02 + 1.98 HC〇3-→
0.021 C5H了 N02 + 0.98 Νθ3 - + 1.04 Η2θ + 1.88 H2C03 0.021 C5H end N02 + 0.98 Νθ3-+ 1.04 Η2θ + 1.88 H2C03
上式から明らかなように、 硝化細菌の培養には、 エネルギー基質のァ ンモユウムイオンと比較しても多量の炭素源が必要である。 As is clear from the above equation, culturing nitrifying bacteria requires a large amount of carbon source even when compared to the energy substrate, ammonium ion.
前述したように、 炭酸ナトリ ゥムと炭酸水素ナトリ ゥムとの組み合わ せよりなる培養促進剤を供給することにより、 硝化細菌の炭酸同化のた めの炭素源を同時に供給することができる。 以下、 説明を加える。 As described above, by supplying a culture promoting agent comprising a combination of sodium carbonate and sodium bicarbonate, a carbon source for carbonic assimilation of nitrifying bacteria can be supplied at the same time. The explanation is added below.
炭酸ナトリ ウムのみを用いると、 当該炭酸ナトリ ゥムが強アル力リで あることからしても、 低下する p Hを上げる効果は充分に認められるが、 P H上昇の効果が大きいために多量には使用できず、 充分な炭素源を供 給するには不向きな点がある。 他方、 炭酸水素ナトリ ウムのみを用いる 場合には、 無機炭素源としての供給という点では問題がないものの、 p Hを保持するという点では大量の供給が必要となり好ましくない。 If only sodium carbonate is used, the sodium carbonate is In some cases, the effect of increasing the pH can be sufficiently recognized.However, the effect of increasing the pH is so large that it cannot be used in a large amount and is not suitable for supplying a sufficient carbon source. is there. On the other hand, when using only sodium hydrogen carbonate, there is no problem in terms of supply as an inorganic carbon source, but a large amount of supply is required in terms of maintaining pH, which is not preferable.
このよ うな長短所に鑑み、 炭酸ナトリゥムと炭酸水素ナト リ ウムとの 混合物が好適に利用できる。 当該混合物の水溶液を用いることによって、 漸次低下していく p Hを一定に保ちつつ、 生体の炭酸同化のための無機 炭素源を有効に供給することが可能となった。 In view of such advantages and disadvantages, a mixture of sodium carbonate and sodium hydrogen carbonate can be suitably used. By using an aqueous solution of the mixture, it became possible to effectively supply an inorganic carbon source for assimilation of carbonic acid in a living body while maintaining a gradually decreasing pH.
前記混合物における炭酸ナトリゥムと炭酸水素ナトリ ゥムの配合割合 としては、 炭酸ナトリウム :炭酸水素ナトリゥムがモル比で 1 : 4Z 7 〜 1 7/7であることが好適であり、 具体的には、 炭酸ナトリウム 1 m o 1 Zリッ トルに対し、 炭酸水素ナトリウムが 4Z 7 (0. 5 7 1 -··) m o 1 Zリ ツ トル〜 1 7 / 7 ( 2. 4 2 8 ···) m o 1 リ ツ トルの混合 水溶液が効果的である。 The mixture ratio of sodium carbonate and sodium hydrogencarbonate in the mixture is preferably 1: 4Z7 to 17/7 in a molar ratio of sodium carbonate: sodium hydrogencarbonate. For 1 mo 1 Z liter of sodium, sodium bicarbonate is 4Z 7 (0.571-) mo 1 Z liter ~ 17/7 (2.4 8 8) mo 1 liter An aqueous solution of the mixture is effective.
なお、 培養系の p Hの監視は、 連続的に行なってもよいし、 所定時間 ごとに行なってもよい。 p Hコントローラー等の連続 p H監視装置を利 用することが好ましいが、 これに限らず、 フエノールレッ ド等の p H指 示薬を利用して手作業で行なうことも可能である。 The monitoring of the pH of the culture system may be performed continuously or at predetermined time intervals. It is preferable to use a continuous pH monitoring device such as a pH controller, but the present invention is not limited to this. It is also possible to perform the measurement manually using a pH indicator such as phenol red.
NH 4一 N含有液におけるアンモニアの濃度は l O O m g リ ッ トル 以上であって 3 0 0m g/リ ツ トル以下、 さらには 2 0 0 m g Zリ ッ ト ル以下に抑えることが好ましい。 アンモニアは、 化学独立栄養細菌であ るアンモニア酸化細菌が炭酸同化を行って生育する際のエネルギー源で あるが、 過剰にあると、 むしろ生育 '増殖の阻害になる場合がある。 ま た、 アンモニア酸化細菌と同様に活性汚泥に含まれる亜硝酸酸化細菌は、 アンモニア酸化細菌によって生成した亜硝酸を引き継いで酸化する細菌 であるとレヽぅ割りには高い亜硝酸濃度に弱いため、 アンモニアの初期濃 度を無闇に高く設定することはできない。 従って、 アンモニアの濃度がThe concentration of ammonia in the NH4-N-containing liquid is preferably 100 mg / liter or more and 300 mg / liter or less, and more preferably 200 mg / liter or less. Ammonia is an energy source for the growth of ammonium oxidizing bacteria, which are chemolithotrophic bacteria, by assimilating carbon dioxide. However, excessive amounts of ammonia may inhibit growth and growth. Nitrite oxidizing bacteria contained in activated sludge, like ammonia oxidizing bacteria, are bacteria that take over and oxidize nitrite generated by ammonia oxidizing bacteria. In this case, the initial concentration of ammonia cannot be set unnecessarily high because it is weak to high nitrite concentration. Therefore, the concentration of ammonia
3 0 0 m g /リ ツトルを超える場合には、 適宜、 海水あるいは淡水など で希釈することが好適である。 If it exceeds 300 mg / liter, it is preferable to appropriately dilute with seawater or fresh water.
なお、 N H 4— N含有液として、 水処理場内にて発生する汚泥脱水濾 液や消化脱離液などの汚泥処理廃液を利用することが好ましい。 As the NH 4 —N-containing liquid, it is preferable to use sludge treatment waste liquid such as sludge dewatered filtrate or digestion / desorption liquid generated in the water treatment plant.
上記した培養条件で、 活性汚泥を、 汚泥脱水濾液ゃ消化脱離液などの 汚泥処理廃液により硝化馴養することにより当該活性汚泥にわずかに含 まれる硝化細菌を高濃度に培養することができるわけであるが、 これに 加え、 本発明によれば、 活性汚泥を 2ヶ月で 1 / 3〜 1 / 4に減容する ことができ、 かつ比重の大きい硝化汚泥を得ることができる。 Under the above culture conditions, activated sludge is nitrified by sludge treatment wastewater such as sludge dewatered filtrate and digestion desorbent, so that nitrifying bacteria slightly contained in the activated sludge can be cultured at a high concentration. However, in addition to this, according to the present invention, the activated sludge can be reduced to 1/3 to 1/4 in two months, and nitrified sludge having a large specific gravity can be obtained.
すなわち、 そもそも活性汚泥中には硝化細菌が 0 , 3 5 %程度含有す るといわれている。 このような活性汚泥を原料として N H 4— N含有液 により約 2ヶ月間、 活性汚泥を馴養集積することにより、 当該活性汚泥 中の硝化細菌の含有率が、 約 1 0倍 (3 . 5 % ) に増加する。 その過程 において、 他の雑菌は、 外部から栄養源 (エサ) が与えられないことか ら共食いし死滅していく。 そしてこの結果として活性汚?尼が減量する。 雑菌がほとんど死に絶えると、 "グラニュー (粒) " と呼ばれる比重 の大きい難分解性有機物となり、 これを核として周囲に硝化細菌が取り 付く。 硝化細菌が取り付いた難分解性有機物は、 比重の大きさから培養 系において沈降する。 硝化細菌を高濃度に培養するには、 この沈降性の 良さが必要となる。 すなわち、 一般的にいって硝化細菌は比重が軽く、 純粋培養では浮遊してしまう。 そのため、 硝化細菌は培養系から流れ出 てしまう可能性が高く、 高濃度培養は期待できない。 これにより、 高濃 度の培養には、 上記したような核 (難分解性有機物) の生成が必要にな るわけであるが、 核の生成は、 硝化細菌の純粋培養では見られず、 活性 汚泥を原料としたときにのみ見られる。 In other words, it is said that activated sludge originally contains about 0.35% of nitrifying bacteria. By accumulating activated sludge using such activated sludge as a raw material in an NH4-N-containing liquid for about two months, the content of nitrifying bacteria in the activated sludge can be increased by about 10 times (3.5%). ). In the process, other germs cannihilate and die because no external nutrients (feeds) are provided. As a result, the amount of activated pollutants is reduced. When the germs almost die, they become hard-to-decompose organic matter called "granules", which are attached to nitric bacteria around the nucleus. Persistent organic matter attached to nitrifying bacteria sediments in the culture system due to its specific gravity. In order to culture nitrifying bacteria at a high concentration, this good sedimentation property is required. In other words, nitrifying bacteria generally have a low specific gravity and float in pure culture. Therefore, nitrifying bacteria are likely to flow out of the culture system, and high-concentration culture cannot be expected. As a result, the production of nuclei (refractory organic substances) as described above is required for high-concentration culture, but nucleation is not seen in pure culture of nitrifying bacteria, and is not active. Only seen when sludge is used as raw material.
本発明の促進剤により、 従来は不可能とされてきた独立栄養細菌を大 量に、 かつ高濃度に培養することができる。 The promoter of the present invention enables cultivation of autotrophic bacteria, which has been impossible so far, in a large amount and at a high concentration.
以下、 本発明の一実施例を挙げて説明するが、 本発明はこれによって 限定するものではない。 Hereinafter, an example of the present invention will be described, but the present invention is not limited thereto.
実施例 1 (硝化細菌の高濃度培養 [硝化活性汚泥の製造] ) Example 1 (High concentration culture of nitrifying bacteria [Production of nitrifying activated sludge])
図 1に示す f i l l a n d d r a w式培養槽 ( 3 0リ ッ トル) で 2日サイクルの回分培養を行った。 すなわち、 海水希釈し尿汚泥、 及び 嫌気性消化脱離液 (NH4— Nの濃度が l O O m gZリ ッ トルとなるよ うに海水希釈されている) を培養槽に入れ、 培養槽内温度をサーモスタ ッ トとヒータで 27°Cとなるように、 また p Hを、 p Hコン トローラー 及び培養促進剤 ( 0. 5 m o 1 /リツ トルの N a 2 C O 3及ぴ 1 m o 1 Zリッ トルの N a HCO 3からなる緩衝剤) により 7. 5〜 8. 5に保 つよう.に設定して培養を行った (初期の p Hが 8. 5以上の時は、 希硫 酸を加えて 8. 5以下に調整する) 。 また、 溶存酸素 (DO) 濃度が 4 m g /リ ツ トルになるように散気球で曝気量を調節した。 Batch culture was performed in a two-day cycle in a fililand draw type culture tank (30 liters) shown in FIG. That is, urine sludge diluted with seawater and anaerobic digestion / elimination liquid (diluted in seawater so that the concentration of NH4-N is 100 mgZ liter) are put into a culture tank, and the temperature in the culture tank is thermostated. So that the temperature becomes 27 ° C with a heater and a heater, and adjust the pH with a pH controller and a culture promoter (0.5 mol / liter Na 2 CO 3 and 1 mol 1 Z liter). The culture was performed by setting the pH to 7.5 to 8.5 with a buffer consisting of NaHCO 3 (when the initial pH was 8.5 or more, dilute sulfuric acid was added. 8.5 or less). The amount of aeration was adjusted with a balloon to adjust the dissolved oxygen (DO) concentration to 4 mg / litre.
曝気開始 1 日後に終濃度が 1 0 Om g/リ ツ トルとなるように再ぴ消 化脱離液を添加した。 また、 2日目には曝気を止め、 1時間汚泥を沈殿 させ上澄液を除去した後、 消化脱離液を投入し、 曝気を再開するという 運転を繰り返した。 One day after the start of the aeration, the replenisher / desorbent was added to a final concentration of 10 Omg / liter. On the second day, the aeration was stopped, the sludge was settled for 1 hour, the supernatant was removed, the digestion / desorption solution was added, and the aeration was restarted.
元の海水希釈し尿汚泥の塩分濃度が海水比 80%にあたるため、 馴養 は海水比 8 0 %から開始し、 1 0 Om g リットルの NH4— Nが培養 1 日後に完全に NO 3—Nに硝化されるようになった段階で海水比を 1 0 0 %に上げた。 Since the salt concentration of the original seawater diluted urine sludge reaches 80% of seawater ratio, habituation starts from 80% of seawater ratio, and 10 mg of NH4-N is completely nitrified to NO3-N after 1 day of culture. At that point, the seawater ratio was raised to 100%.
曝気開始後の数時間は NH 4— N濃度が直線的に減少するため、 曝気 開始から、 0, 1 , 2, 3 , 4時間後の残存 NH 4— N濃度を測定し、 NH 4— N濃度が直線的に変化する区間の傾きから変化速度を求め、 こ れを ML S S濃度で除した値を硝化速度とした (下記式参照) 。 Since NH 4 — N concentration decreases linearly for several hours after the start of aeration, the remaining NH 4 — N concentration at 0, 1, 2, 3, and 4 hours after the start of aeration is measured. The rate of change was determined from the slope of the section where the NH4-N concentration changes linearly, and this was divided by the MLSS concentration to obtain the nitrification rate (see the following equation).
R dNH4-N 1 R dNH4-N 1
NH4- N NH4- N
d t S d t S
RNH4-N NH4-N減少速度(mg— Nh — N/g— MLSS · h r) RNH4-N NH4-N reduction rate (mg—Nh—N / g—MLSS · hr)
S 汚泥 MLS S濃度 (g リッ卜ル) 約 6 0 日間の海水馴養期間を経て馴養が完了した海水馴養硝化活性汚 泥 (AMN S) の S V 3 0、 SV Iを測定し、 沈降特性を調べるととも に、 光学顕微鏡を用いてフロ ック形成状況を観察した。 S sludge MLS S concentration (g liter) Measure the SV30 and SVI of seawater acclimated nitrifying activated sludge (AMN S), which has been acclimated after a seawater acclimation period of about 60 days, and examine sedimentation characteristics At the same time, the state of floc formation was observed using an optical microscope.
図.2のグラフに、 し尿汚泥の海水馴養過程を示す (図には、 濃度 1 0 0 m g /リ ッ トルの NH 4— Nの 4時間後の濃度を示した) 。 The graph in Fig. 2 shows the process of acclimating night sludge to seawater (the figure shows the concentration of 100 mg / liter of NH4-N after 4 hours).
図 2のグラフから、 馴養開始 2ヶ月後には、 海水比 1 0 0 %で 1 0 0 m g/リ ッ トルの NH4— Nを 4時間でほぼ完全に硝化できる AMN S を調製することができることが分かる。 無機炭素源の不足による硝化活 性汚泥の損失を防ぐべく、 N a HC03と N a 2 C03を組み合わせた 無機炭素源による ί> Η調整を採用したが、 これにより、 馴養 2ヶ月後に は図 3に示すように AMN Sの ML S S濃度を馴養前と比べ 2倍に増や すことができた。 AMN Sにおける硝化細菌の硝化速度を下記表に示す c From the graph in Fig. 2, two months after the start of acclimation, it is possible to prepare AMN S that can almost completely nitrify 100 mg / liter of NH4-N at a seawater ratio of 100% in 4 hours. I understand. In order to prevent nitrification-activated sludge loss due to a shortage of inorganic carbon sources, ί> Η adjustment using an inorganic carbon source combining NaHC03 and Na2C03 was adopted. As shown in the figure, the MLSS concentration of AMN S could be doubled compared to that before acclimation. The nitrification rate of nitrifying bacteria in AMN S is shown in the following table c
[表 1 ] [table 1 ]
※ 硝化速度の単位 : mg— NH4— NZg— MLSS · h r 活性汚泥中の硝化細菌の存在率は約 0. 3 5 %であると報告されてい るが、 これから計算すると、 海水馴養硝化活性汚泥 (AMN S) 中の硝 化細菌が高い濃度 (約 3. 5 %) で存在しているものと推測される。 培養槽を静置させると、 細菌フロックが確認でき、 比重が海水より重 たいため大半の細菌フロックが沈澱する。 これは、 アンモニア酸化細菌 と亜硝酸酸化細菌の各菌それぞれの純粋培養では見られないが、 活性汚 泥を原料とした混合培養において現れるものである。 AMN Sのフロッ クを顕微鏡で観測した結果、 汚泥は直径 5 0〜 1 0 0 μ mのフロックか らなることが分かった。 また、 AMN Sを走查型電子顕微鏡 (S EM) で観測した結果、 汚泥フロック内部に 2 0〜 1 0 0 mの糸状菌ゃ粘着 質物からなるグラニュールが含まれていることが分かった。 そして、 A MN Sの SV 3 0、 S V— I を求めたところ、 上記表 1に併記した通り、 9 %、 4 2. 6 となり、 沈降性に優れている.ことが分かった。 これによ り、 海水希釈のし尿処理場汚泥から、 海水中で (もちろん、 淡水中で も) 高い活性を持つ硝化活性汚泥を極めて短期間で大量生産できること が明らかとなった。 * Unit of nitrification rate: mg—NH4—NZg—MLSS · hr It is reported that the abundance of nitrifying bacteria in activated sludge is about 0.35%. From this calculation, it was found that the nitrifying bacteria in seawater acclimated nitrifying activated sludge (AMN S) had a high concentration (about 3. 5%). When the culture tank is allowed to stand, bacterial flocs can be confirmed, and most of the bacterial flocs precipitate because the specific gravity is heavier than seawater. This is not seen in the pure culture of each of the ammonia oxidizing bacteria and the nitrite oxidizing bacteria, but appears in the mixed culture using activated sludge as a raw material. Microscopic observation of the AMNS floc revealed that the sludge consisted of flocs of 50 to 100 µm in diameter. In addition, observation of AMNS with a scanning electron microscope (SEM) revealed that the sludge flocs contained granules consisting of 20 to 100 m of filamentous fungi and sticky substances. Then, when SV30 and SV-I of AMNS were determined, they were 9% and 42.6 as shown in Table 1 above, indicating that the sedimentation was excellent. From this, it was clarified that nitrification-activated sludge having high activity in seawater (and even in freshwater) can be mass-produced in a very short period of time from seawater-diluted human waste treatment plant sludge.
アンモニア酸化細菌と亜硝酸酸化細菌の個々の純粋^養と比較して、 活性汚泥を原料とした混合培養の長所は次のとおりである。 The advantages of mixed cultivation using activated sludge as compared with the pure cultivation of ammonia oxidizing bacteria and nitrite oxidizing bacteria are as follows.
純粋培養系では、 エネルギー基質としてそれぞれアンモニア、 亜硝酸 が別個に必要であるが、 混合培養系ではエネルギー基質としてアンモニ ァだけ供給すれば済む。 In a pure culture system, ammonia and nitrite are separately required as energy substrates, but in a mixed culture system, only ammonia needs to be supplied as an energy substrate.
また、 純粋培養系では、 菌体を高濃度に増殖することが極めて困難で あるが、 混合培養系では培地を懸濁させる程度まで増殖することが容易 である。 これは、 アンモニア酸化細菌や亜硝酸酸化細菌が同族内などで はコロニーゃフロックを形成しないで、 浮遊生活を送る生態に起因する と推察される。 なお、 このようにして得た海洋性硝化細菌は工業技術院生命工学工業 技術研究所に寄託されている (寄託番号: F ERM B P— 7 1 5 0, 識別表示: B I COM N i t r i f y i n g B a c t e r i a S WAQ S P— 7 8 ) 。 In a pure culture system, it is extremely difficult to grow the cells at a high concentration, but in a mixed culture system, it is easy to grow to the extent that the medium is suspended. This is presumed to be due to the habitat of the ammonia-oxidizing bacteria and nitrite-oxidizing bacteria not forming colonies and flocks within their cognate and living in a floating life. The marine nitrifying bacteria obtained in this manner have been deposited with the National Institute of Bioscience and Human-Technology, National Institute of Advanced Industrial Science and Technology (Deposit No .: F ERM BP—710, Identification: BI COM Nitrifying Bacteria S WAQ SP—7 8).
実施例 2 (促進剤の組成比を変えた馴養実験) Example 2 (acclimation experiment in which the composition ratio of the accelerator was changed)
上記した実施例 1の馴養実験を更に引き続き 6ヶ月 (合計 8ヶ月) 行 なって、 馴養後の AMN Sの ML S S濃度を測定した。 結果を図 4に示 す。 The acclimatization experiment of Example 1 described above was further continued for 6 months (8 months in total), and the MLSS concentration of AMN S after acclimation was measured. Figure 4 shows the results.
培養促進剤の配合比 (N a 2 C O 3 (0. 5 mo 1 リ ッ トル) 、 N a H C O 3 (Imo l Zリ ツ トル) ) を変えて同様の馴養実験を 8ケ 月間行ない、 ML S S濃度がどれほど上昇するかを測定した。 結果を、 図 4に併記する。 The same habituation experiment was performed for 8 months by changing the mixing ratio of the culture promoter (Na 2 CO 3 (0.5 mol 1 liter), Na HCO 3 (Imol Z liter)), and ML The increase in SS concentration was measured. The results are shown in Figure 4.
実施例 3 (促進剤の組成を変えた馴養実験) Example 3 (Accustomed experiment in which the composition of the accelerator was changed)
培養促進剤の種類 (組成) [N a HC03、 N a 2 C O 3 ] を変えた という以外は、 実施例 2と同様に、 硝化細菌の高濃度培養 (硝化活性汚 泥の製造) を行なった。 馴養後の AMN Sの ML S S濃度を図 5に示す。 Type of culture promoter (composition) High-density cultivation of nitrifying bacteria (production of nitrifying activated sludge) was performed in the same manner as in Example 2, except that [NaHC03, Na2CO3] was changed. . Figure 5 shows the MLSS concentration of AMN S after habituation.
実施例 4 (硫黄酸化細菌の高濃度培養) Example 4 (High concentration culture of sulfur oxidizing bacteria)
基本的には、 上記の硝化細菌の高濃度培養と同じ培養方法に従えばよ いので、 以下では簡単に述べる。 Basically, it is sufficient to follow the same culture method as that for the high-density cultivation of nitrifying bacteria described above.
5 リ ツ トルのビーカーに下水汚泥処理場返送汚泥を、 ML S S濃度が 1 3 0 0 m gZLになるように入れ、 下記 [表 2] の硫黄酸化細菌培地 で 1 日サイクルの反復半回分制限操作法 (C F— ROM法) にて硫黄酸 化汚泥の馴養を行なった。 培養温度はヒーターとサーモスタツ トで 2 5 〜 2 7。Cに保温し、 p Hは、 N a HC03と Na 2C〇 3の混合液 (モ ノレ比で N a HC03 : N a 2 C03 = l . 0 : 0. 5) で 7. 0〜 7. 8の範囲内に調整した。 [表 2] Put the sludge returned from the sewage sludge treatment plant in a 5-liter beaker so that the MLSS concentration becomes 130 mg gZL, and use the sulfur-oxidizing bacterial medium shown in [Table 2] below to limit the amount of the repetitive half-day cycle. The oxidized sludge was acclimated by the operation method (CF-ROM method). The incubation temperature is 25-27 with heater and thermostat. C, and the pH is 7.0 to 7.8 with a mixture of NaHC03 and Na2C〇3 (Mono ratio: NaHC03: Na2C03 = 1.0: 0.5). Adjusted within the range. [Table 2]
Na 2 S203 - 5H20 1 g K2HP04 4 g ivrl 2 Jr U 4 4 g ΝΗ4 C 1 0. 5 g g :慨¾% "备 ¾ ^属泡¾ム ct滤 tl ホ ^ η U m JL Na 2 S203-5H20 1 g K2HP04 4 g ivrl 2 Jr U 4 4 g ΝΗ4 C 10.5 g g: ¾ ¾ ¾ ¾ 属 属 属 属 η ^ U η U m JL
Ηίίノ十ソ 1 ジ IT ッ" k /レ 微量金属混合液 * IT ノ 十 ソ 1 1 IT ”k / k Trace metal mixture *
7 n SO 70 Ω m · JL Π 7 n SO 70 Ω mJL Π
NaMo 2 - 2Η2θ 10 Omg KC 1 10 Omg . NaMo 2-2Η2θ 10 Omg KC 1 10 Omg.
Mn S04 100 Omg KA1 (S04) 2 · 2H20 10 Om gMn S04 100 Omg KA1 (S04) 2 2H20 10 Om g
C u S 04 · 7H20 5 Omg EDTA 975mg 脱イオン水 1リットル 時間の経過とともに増加する ML S S濃度を図 6に示す。 CuS 04 · 7H20 5 Omg EDTA 975 mg deionized water 1 liter Figure 6 shows the MLSS concentration that increases over time.
[寄託された生物材料への言及] [Reference to deposited biological material]
① 寄託機関の名称: ① Name of the depositary institution:
独立行政法人産業技術総合研究所 特許生物寄託センター National Institute of Advanced Industrial Science and Technology (AIST) Patent Organism Depositary
(旧寄託機関の名称: (Name of former depositary institution:
通商産業省工業技術院 生命工学工業技術研究所) Ministry of International Trade and Industry, Institute of Industrial Technology, Institute of Biotechnology and Industrial Technology)
あて先:郵便番号 30 5— 8 5 6 6 Address: Zip code 30 5— 8 5 6 6
日本国茨城県つくば市東 1丁目 1番地 1 中央第 6 1-chome, 1-chome, Tsukuba, Ibaraki, Japan 1 Chuo No. 6
( 旧あて先: 日本茨城県つくば巿東 1丁目 1番地 3 ) TE L : 02 9 8 - 6 1 - 60 2 9 (Old address: Tsukuba East 1-chome, Ibaraki, Japan 3) TE L: 02 9 8-6 1-60 2 9
② 寄託日 : 2 000年 4月 2 7日 ② Deposit date: April 27, 2000
③ 受託番号: F ERM B P— 7 1 5 0 ③ Accession number: F ERM B P— 7 1 5 0
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| JPH04197174A (en) * | 1990-11-29 | 1992-07-16 | Mitsubishi Heavy Ind Ltd | High-concentration culture of nitrate bacterium |
| JPH04200383A (en) * | 1990-11-30 | 1992-07-21 | Mitsubishi Heavy Ind Ltd | High-concentration culture of nitrite bacterium |
| JPH0857497A (en) * | 1994-08-24 | 1996-03-05 | Nippon Steel Corp | Method of multiplying iron-oxidizing bacteria |
| JPH11299481A (en) * | 1998-04-17 | 1999-11-02 | Nippon Steel Corp | Method of acclimating sulfur oxidizing bacteria and method of removing nitrogen from wastewater using sulfur oxidizing bacteria |
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| JPS59232087A (en) * | 1983-06-13 | 1984-12-26 | Mitsubishi Gas Chem Co Inc | Cultivation of anaerobic bacteria |
| DE4216357C1 (en) * | 1992-05-18 | 1993-12-09 | Nitrochemie Gmbh | New denitrifying bacterium - useful for degrading explosive nitrate ester(s) after alkaline hydrolysis |
| JPH08252088A (en) * | 1995-03-17 | 1996-10-01 | Nippo Kagaku Kk | Method for culturing bacteria in clostridium |
| JPH10295285A (en) * | 1997-05-01 | 1998-11-10 | Kurorera Kogyo Kk | Rotatoria feed |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04197174A (en) * | 1990-11-29 | 1992-07-16 | Mitsubishi Heavy Ind Ltd | High-concentration culture of nitrate bacterium |
| JPH04200383A (en) * | 1990-11-30 | 1992-07-21 | Mitsubishi Heavy Ind Ltd | High-concentration culture of nitrite bacterium |
| JPH0857497A (en) * | 1994-08-24 | 1996-03-05 | Nippon Steel Corp | Method of multiplying iron-oxidizing bacteria |
| JPH11299481A (en) * | 1998-04-17 | 1999-11-02 | Nippon Steel Corp | Method of acclimating sulfur oxidizing bacteria and method of removing nitrogen from wastewater using sulfur oxidizing bacteria |
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| HAJIME TAKAHASI ET AL., 30 September 1997, BAIFUKAN CO., LTD., XP002951070 * |
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