JPH042232B2 - - Google Patents

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Publication number
JPH042232B2
JPH042232B2 JP60058228A JP5822885A JPH042232B2 JP H042232 B2 JPH042232 B2 JP H042232B2 JP 60058228 A JP60058228 A JP 60058228A JP 5822885 A JP5822885 A JP 5822885A JP H042232 B2 JPH042232 B2 JP H042232B2
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JP
Japan
Prior art keywords
water
bacteria
ammonia
microorganisms
nitrification
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP60058228A
Other languages
Japanese (ja)
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JPS61219385A (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Priority to JP60058228A priority Critical patent/JPS61219385A/en
Publication of JPS61219385A publication Critical patent/JPS61219385A/en
Publication of JPH042232B2 publication Critical patent/JPH042232B2/ja
Granted legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Biological Treatment Of Waste Water (AREA)
  • Treatment Of Biological Wastes In General (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Immobilizing And Processing Of Enzymes And Microorganisms (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 本発明は、し尿、下・廃水、用水、あるいは上
水道原水などを浄化する生物学的な水処理方法に
使用する硝化菌の固定化方法に関する。 〔従来技術とその問題点〕 生物学的な水処理技術の主流は活性汚泥法であ
り、水の中からの窒素除去法も、活性汚泥のもつ
複数の生物作用を組み合わせた硝化脱窒素活性汚
泥法が主流となつている。硝化脱窒法は、まず水
中に含まれるアンモニア態窒素を硝化菌と呼ばれ
る偏性好気性の独立栄養細菌により、亜硝酸態、
あるいは硝酸態窒素にまで酸化する硝化工程と、
これら酸化態窒素を脱窒菌と称せられる通性嫌気
性の従属栄養細菌により、窒素ガスまで還元する
脱窒素工程とから成立つている。つまり、硝化脱
窒法が効率良く作動する為には、これら2つの工
程が効率的に組み合わせられなければならない
が、硝化菌のような独立栄養細胞は、従属栄養細
菌にくらべ増殖速度が極めて小さい為、現状の硝
化脱窒法は硝化工程が律速するプロセスとなつて
いる。すなわち、硝化能力の増強が望まれてい
る。 また、従来活性汚泥法のような生物処理法は、
し尿、下・廃水などの有機性廃水の浄化に利用さ
れる技術であつたが、今日においては我々が日常
飲用する水道水を供給する洗浄場の取水原水の浄
化にも応用されている。ただ、このような比較的
低レベルの汚濁水の浄化には活性汚泥法の適用は
不可能であり、生物膜法が適用されている。上水
道原水の生物処理に対する要求は()BOD、
CODの低減、()アンモニア性窒素の除去、
()トリハロメタン前駆物質の除去、()かび
臭などに代表される異臭味の除去、など多岐にわ
たるが、現段階で最も要求性が高いのはアンモニ
ア性窒素の除去である。この場合も、前記と同様
に、硝化菌によりアンモニア性窒素を酸化するこ
とになるが、上水道原水中に含まれるアンモニア
濃度は下・廃水にくらべて極端に低く、濃くても
2〜3mg−N/であり、1mg−N/前後であ
る場合が多い。このように、上水道原水の浄化に
硝化菌を利用する場合、硝化菌は、基質であるア
ンモニア濃度の極めて低い環境下におかれること
になる。硝化菌に限らず、微生物一般に当てはま
ることがあるが、通常微生物の増殖速度、比活性
は基質濃度に対してMonodの経験式に示される
ような双曲線関数型の支配をうけ、基質濃度の低
下につれてそれらは低下していく。すなわち、上
水道分野においては低濃度アンモニウムレベルで
の高い硝化活性といつた一見、矛盾した要求が存
在している。 以上述べてきたように、硝化菌に対する要求性
は極めて高く、硝化能力の増大を目指して様々な
工夫、アイデアが提示されているが、現在のとこ
ろ有効な手段は確立していない。 一方、最近になつて新しい水処理技術として、
固定化微生物が注目を集め、様々な研究が行なわ
れている。固定化微生物法は醗酵工業を中心に発
展してきた技術であるが、微生物を物理化学的手
段により水に不溶性の単体と結合させて、微生物
反応の安定化、高効率化を達成する手法である。
単体としては、主にアルギン酸、κ−カラギーナ
ン、光架橋性樹脂の如き高分子化合物が採用さ
れ、微生物はそれら高分子化合物により構成され
るゲル内部に包括された形で反応を行なう。 〔発明の目的〕 本発明の目的は、固定化微生物法の手法を、硝
化作用の安定化・高効率化の為に利用し、アンモ
ニア性窒素除去に関する種々の問題点を克服する
ことにある。 〔発明の構成〕 固定化微生物法の硝化菌への適用については多
くの研究者によつて検討されているが、本法はお
おむね硝化作用の安定化には効果があるとの結論
が得られている。しかし、我々が本法を上水道原
水のアンモニア性窒素除去に適用した際には、従
来法である生物膜法と比較して、硝化能力はほぼ
同等との結果しか得られず、その主因は、基質で
あるアンモニア態窒素の濃度が極めて低い為と考
えられた。 そこで、低アンモニア濃度域においても、高効
率な硝化反応を行なうことが可能な固定化微生物
法を開発すべく、鋭意検討を重ねてきた結果、本
発明をなすに至つた。 本発明は、硝化菌を含む微生物群とアンモニア
吸着能を有する吸着剤とを、高分子化合物により
構成されるゲル内に包括固定することを特徴とす
る微生物の固定化方法である。 本発明において使用される吸着剤としては、天
然ゼオライト、沸石、合成ゼオライトなどアンモ
ニア吸着能を有するものであれば何れでも使用し
うる。 また、本発明の適用分野は、低濃度のアンモニ
アを含む水に限るものではなく、アンモニア含有
水なら高濃度のものであつてもよい。 次に、実施例にもとずき、本発明をさらに詳細
に説明する。 〔実施例〕 実験対象水として、近年、富栄養化が問題とな
つているB湖の水を使用した。B湖の水中に含ま
れるNH4 +−Nは、年間を通じて0.1〜2.3mg/
の範囲にあり、また、BODは2〜5mg/であ
つた。また、場合によつてはB湖水に
(NH42SO4を加えて、アンモニア濃度の調整を
行なつた水を使用した。 実験は、本発明法にもとずき製造された吸着剤
を含む固定化微生物(A系列とする)、吸着剤を
含まない固定化微生物(B系列とする)、吸着剤
自体を微生物の付着媒体として利用した流動床式
の生物膜法(C系列とする)の3系列について実
施した。 使用した反応槽は有効容積50であり、空気吸
込を反応槽中央部に配設されたエアリフト管の下
端より行ない、それにより酸素の供給と槽内の混
合を行なつた。固定化微生物および微生物の付着
した媒体の分離は、反応槽に隣接した分離部分に
おいて重力による沈降分離により行なつた。ま
た、原水の供給は連続的に一過性で行なつた。水
温およびPHの調整は、特に行なわなかつたが、水
温は13℃〜29℃、PHは6.9〜8.5の範囲であつた。 種菌として用いた硝化菌は、次の表−1および
表−2に示す組成の培地中で培養した亜硝酸菌
(Nitromonas europaca ATCC19718)、と硝酸
菌(Nitrobocter agilis ATCC14123)である。
[Industrial Application Field] The present invention relates to a method for immobilizing nitrifying bacteria used in a biological water treatment method for purifying human waste, sewage/waste water, municipal water, or raw water for tap water. [Prior art and its problems] The mainstream of biological water treatment technology is the activated sludge method, and the method for removing nitrogen from water is nitrification-denitrification activated sludge, which combines the multiple biological effects of activated sludge. Law is becoming mainstream. In the nitrification-denitrification method, the ammonia nitrogen contained in water is converted into nitrite, nitrite, and
Or a nitrification process that oxidizes to nitrate nitrogen,
It consists of a denitrification process in which these oxidized nitrogen is reduced to nitrogen gas by facultative anaerobic heterotrophic bacteria called denitrifying bacteria. In other words, for the nitrification-denitrification method to work efficiently, these two steps must be combined efficiently, but autotrophic cells such as nitrifying bacteria have an extremely slow growth rate compared to heterotrophic bacteria. In the current nitrification-denitrification method, the nitrification step is the rate-limiting process. That is, enhancement of nitrification capacity is desired. In addition, conventional biological treatment methods such as activated sludge method
This technology was originally used to purify organic wastewater such as human waste, sewage, and wastewater, but today it is also being applied to purify the raw water taken by washing plants that supply the tap water we drink every day. However, the activated sludge method cannot be applied to purify such relatively low level polluted water, so the biofilm method is applied. Requirements for biological treatment of water supply raw water are ()BOD,
Reduction of COD, () Removal of ammonia nitrogen,
There are a wide variety of methods, including () the removal of trihalomethane precursors and () the removal of off-flavors such as musty odors, but the most demanding at this stage is the removal of ammonia nitrogen. In this case as well, ammonia nitrogen is oxidized by nitrifying bacteria, as described above, but the concentration of ammonia contained in raw water is extremely low compared to sewage and wastewater, and at most it is 2 to 3 mg-N. /, and is often around 1 mg-N/. In this way, when nitrifying bacteria are used to purify raw water, the nitrifying bacteria are placed in an environment where the concentration of ammonia, which is a substrate, is extremely low. This applies not only to nitrifying bacteria but also to microorganisms in general, but the growth rate and specific activity of microorganisms are usually controlled by a hyperbolic function type expressed by Monod's empirical formula with respect to substrate concentration, and as the substrate concentration decreases, They will decline. That is, in the water supply field, there are seemingly contradictory demands such as high nitrification activity at low ammonium concentrations. As mentioned above, the demands placed on nitrifying bacteria are extremely high, and various efforts and ideas have been proposed to increase the nitrifying capacity, but no effective means have been established so far. On the other hand, recently, as a new water treatment technology,
Immobilized microorganisms are attracting attention and various studies are being conducted. The immobilized microorganism method is a technology that has been developed mainly in the fermentation industry, and is a method that stabilizes microbial reactions and increases efficiency by combining microorganisms with water-insoluble elements using physicochemical means. .
As simple substances, polymer compounds such as alginic acid, κ-carrageenan, and photocrosslinkable resins are mainly used, and the microorganisms perform the reaction while being enclosed within the gel composed of these polymer compounds. [Object of the Invention] An object of the present invention is to utilize the immobilized microorganism method to stabilize and increase the efficiency of nitrification, and to overcome various problems related to ammonia nitrogen removal. [Structure of the Invention] Many researchers have investigated the application of the immobilized microorganism method to nitrifying bacteria, but it has been concluded that this method is generally effective in stabilizing nitrification. ing. However, when we applied this method to the removal of ammonia nitrogen from raw water water, the nitrification ability was only about the same as that of the conventional biofilm method, and the main reason for this was: This was thought to be due to the extremely low concentration of ammonia nitrogen, which is the substrate. Therefore, in order to develop an immobilized microorganism method that can carry out a highly efficient nitrification reaction even in a low ammonia concentration range, we have conducted extensive studies and as a result, we have arrived at the present invention. The present invention is a method for immobilizing microorganisms, which comprises comprehensively immobilizing a group of microorganisms including nitrifying bacteria and an adsorbent capable of adsorbing ammonia in a gel composed of a polymer compound. As the adsorbent used in the present invention, any adsorbent having ammonia adsorption ability, such as natural zeolite, zeolite, and synthetic zeolite, can be used. Further, the field of application of the present invention is not limited to water containing ammonia at a low concentration, but may also be water containing ammonia at a high concentration. Next, the present invention will be explained in more detail based on examples. [Example] Water from Lake B, where eutrophication has become a problem in recent years, was used as the experimental water. NH 4 + −N contained in the water of Lake B is 0.1 to 2.3 mg/year throughout the year.
The BOD was in the range of 2 to 5 mg/. In some cases, (NH 4 ) 2 SO 4 was added to Lake B water to adjust the ammonia concentration. The experiments were conducted using immobilized microorganisms containing an adsorbent produced according to the method of the present invention (referred to as A series), immobilized microorganisms containing no adsorbent (referred to as B series), and adsorbent itself to which microorganisms were attached. Three series of fluidized bed biofilm methods (referred to as C series) were used as the medium. The reaction tank used had an effective volume of 50, and air was sucked in from the lower end of an air lift tube placed in the center of the reaction tank, thereby supplying oxygen and mixing inside the tank. Separation of the immobilized microorganisms and the medium to which the microorganisms were attached was performed by sedimentation separation using gravity in a separation section adjacent to the reaction tank. In addition, raw water was supplied continuously and temporarily. Water temperature and pH were not particularly adjusted, but the water temperature was in the range of 13°C to 29°C and the pH was in the range of 6.9 to 8.5. The nitrifying bacteria used as seed bacteria were nitrite bacteria (Nitromonas europaca ATCC 19718) and nitrate bacteria (Nitrobocter agilis ATCC 14123), which were cultured in a medium with the composition shown in Tables 1 and 2 below.

【表】【table】

【表】 オートクレーブした。
[Table] Autoclaved.

【表】 オートクレーブした。
次に、固定化微生物の製造方法を示す。 (イ) Aの製造方法 アルギン酸ナトリウム300g、亜硝酸菌1g
(湿重量)、硝酸菌1g(湿重量)、吸着剤とし
てクリノブチロライト((Ca、Na2
〔Al2Si7O18〕・6H2O、天然ゼオライトの一種)
粉末200g(乾燥重量)を混合した混合液10
を、撹拌下の0.1MCaCl2溶液中に、直径2mmの
ノズルを介して滴下し、直径3〜5mmの球状の
アルギン酸カルシウムゲルにより構成される固
定化微生物20(かさ体積)を得た。 (ロ) Bの製造方法 アルギン酸ナトリウム300g、亜硝酸菌1g
(湿重量)、硝酸菌1g(湿重量)を混合した
後、撹拌下の0.1MCaCl2溶液中に直径2mmのノ
ズルを介して滴下し、直径3〜5mmの球状のア
ルギン酸カルシウムゲルにより構成される固定
化微生物20(かさ体積)を得た。 (ハ) Cについて 硝化菌の付着用媒体として、粒径0.3〜0.5mm
の粒状クリノブチロライトを使用した。クリノ
ブチロライトの量は、かさ体積で20である。
種菌として(イ)、(ロ)と同量の亜硝酸菌、硝酸菌
を、クリブチロライトと共に実験開始時に槽内
に投入した。 実験結果の概要を、表−3にまとめる。
[Table] Autoclaved.
Next, a method for producing immobilized microorganisms will be described. (a) Manufacturing method of A: 300g of sodium alginate, 1g of nitrite bacteria
(wet weight), 1 g of nitrate bacteria (wet weight), clinobutyrolite ((Ca, Na 2 ) as adsorbent)
[Al 2 Si 7 O 18 ]・6H 2 O, a type of natural zeolite)
Mixture 10 containing 200g of powder (dry weight)
was dropped into a 0.1 MCaCl 2 solution under stirring through a nozzle with a diameter of 2 mm to obtain an immobilized microorganism 20 (bulk volume) composed of a spherical calcium alginate gel with a diameter of 3 to 5 mm. (B) Manufacturing method of B: 300g of sodium alginate, 1g of nitrite bacteria
(wet weight), after mixing 1 g (wet weight) of nitric acid bacteria, it was dropped into the 0.1MCaCl 2 solution under stirring through a nozzle with a diameter of 2 mm, and was composed of a spherical calcium alginate gel with a diameter of 3 to 5 mm. Immobilized microorganisms 20 (bulk volume) were obtained. (C) Regarding C: As a medium for adhesion of nitrifying bacteria, particle size is 0.3 to 0.5 mm.
granular clinobutyrolite was used. The amount of clinobutyrolite is 20 in bulk volume.
As seed bacteria, the same amounts of nitrite bacteria and nitrate bacteria as in (a) and (b) were introduced into the tank together with cributyrolite at the start of the experiment. A summary of the experimental results is summarized in Table 3.

〔発明の効果〕〔Effect of the invention〕

本発明は、吸着剤によるアンモニア吸着能力
と、硝化菌によるアンモニア酸化能力を、巧みに
融合させ、従来法になかつた優れた効果を生ず
る。 この発明は、今後も下・廃水、し尿、用水、あ
るいは上水道水源の生物学的な水処理方法に広く
受け入れられていくものと考えられる。
The present invention skillfully combines the ammonia adsorption ability of the adsorbent and the ammonia oxidation ability of the nitrifying bacteria, thereby producing excellent effects not found in conventional methods. It is believed that this invention will continue to be widely accepted as a biological water treatment method for sewage/wastewater, human waste, municipal water, or tap water sources.

Claims (1)

【特許請求の範囲】[Claims] 1 硝化菌を含む微生物と、アンモニア吸着能を
有する吸着剤とをゲル内に包括固定することを特
徴とする微生物の固定化方法。
1. A method for immobilizing microorganisms, which comprises comprehensively immobilizing microorganisms including nitrifying bacteria and an adsorbent capable of adsorbing ammonia in a gel.
JP60058228A 1985-03-25 1985-03-25 Immobilization of nitrobacter Granted JPS61219385A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60058228A JPS61219385A (en) 1985-03-25 1985-03-25 Immobilization of nitrobacter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60058228A JPS61219385A (en) 1985-03-25 1985-03-25 Immobilization of nitrobacter

Publications (2)

Publication Number Publication Date
JPS61219385A JPS61219385A (en) 1986-09-29
JPH042232B2 true JPH042232B2 (en) 1992-01-16

Family

ID=13078220

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60058228A Granted JPS61219385A (en) 1985-03-25 1985-03-25 Immobilization of nitrobacter

Country Status (1)

Country Link
JP (1) JPS61219385A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100384994C (en) * 2006-08-29 2008-04-30 南京大学 A method for removing nitrogen and phosphorus in eutrophic water bodies by immobilizing sludge
CN121610437A (en) * 2026-01-30 2026-03-06 华南理工大学 A method for promoting the growth of nitrite-oxidizing bacteria

Also Published As

Publication number Publication date
JPS61219385A (en) 1986-09-29

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