JP2009000675A - Bulking eliminating agent - Google Patents
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- JP2009000675A JP2009000675A JP2008131129A JP2008131129A JP2009000675A JP 2009000675 A JP2009000675 A JP 2009000675A JP 2008131129 A JP2008131129 A JP 2008131129A JP 2008131129 A JP2008131129 A JP 2008131129A JP 2009000675 A JP2009000675 A JP 2009000675A
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- Y—GENERAL 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
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Abstract
Description
本発明は、バルキング解消剤に関する。 The present invention relates to a bulking remover.
有機性排水の活性汚泥処理法では、排水を曝気槽において活性汚泥(以下、単に「汚泥」という場合がある。)と混合して曝気し、汚泥の沈降槽や浮上槽などの固液分離槽において汚泥を分離し、分離液を処理水として排出する一方、分離した汚泥の一部を返送汚泥として曝気槽に返送し、残りを余剰汚泥として排出している。このような活性汚泥処理法では、ズーグレアという細菌群を中心に、各種微生物が集まったフロック(活性汚泥)により有機物が分解されると言われているが、有機性排水の性状や各種処理条件によっては、固液分離槽において汚泥が分離不良となったり、発生する気泡を汚泥が巻き込んで曝気槽や沈降槽で浮上したりする現象が発生する。本発明では、これらの汚泥の分離不良や、汚泥の浮上現象を総称してバルキングと呼ぶ。バルキングが起こると、汚泥界面が上昇したり、汚泥が浮上したり、場合によっては汚泥が固液分離槽で分離しきれずにキャリーオーバーすることもある。 In the activated sludge treatment method for organic wastewater, the wastewater is mixed with activated sludge in the aeration tank (hereinafter sometimes simply referred to as “sludge”) and aerated, and then solid-liquid separation tanks such as sludge settling tanks and levitation tanks. The sludge is separated and the separated liquid is discharged as treated water, while part of the separated sludge is returned to the aeration tank as return sludge and the rest is discharged as surplus sludge. In such an activated sludge treatment method, it is said that organic matter is decomposed by flocs (activated sludge) in which various microorganisms gather, centering on a group of bacteria called zoom glare, but depending on the properties of organic wastewater and various treatment conditions. In the solid-liquid separation tank, the sludge becomes poorly separated, or a phenomenon occurs in which sludge is entrained and floats in the aeration tank or the sedimentation tank. In the present invention, these sludge poor separation and sludge floating phenomenon are collectively referred to as bulking. When bulking occurs, the sludge interface rises, the sludge rises, and in some cases, the sludge may carry over without being completely separated in the solid-liquid separation tank.
バルキングが起こる原因としては、例えば、汚泥フロックの解体により沈降性が低下する、活性汚泥中の微生物がフロックを形成しなくなる、活性汚泥中の微生物が粘性物質を生成して固液分離性が悪化する、油や放線菌等により汚泥が低比重となり沈降槽にて沈降しにくくなったり、汚泥が高比重となり浮上槽にて浮上しにくくなったりする、糸状性細菌が増殖してフロックを架橋し汚泥が膨潤化して固液分離性が悪化する、膨潤化した汚泥が気泡を巻き込んで曝気槽や沈降槽で浮上する、などといった様々な要因が挙げられる。 Possible causes of bulking include, for example, the sedimentation of the sludge flocs being degraded, the microorganisms in the activated sludge no longer form flocs, the microorganisms in the activated sludge generate viscous substances, and the solid-liquid separation properties deteriorate The sludge becomes low in specific gravity due to oil, actinomycetes, etc., making it difficult to settle in the sedimentation tank, or the sludge becomes high in specific gravity and difficult to float in the levitation tank. There are various factors such as sludge swelling and deterioration of solid-liquid separation, swollen sludge entraining bubbles and floating in an aeration tank or settling tank.
活性汚泥が一度バルキングを起こすと、その機能を回復するのは容易ではなく、汚泥の入れ替えの必要が生じる場合もあり、このような場合、工場等では汚泥の馴養期間は操業を中止しなければならなくなる。また、汚泥が流出すれば環境を汚染する他、汚泥濃度が低下することよりBOD(Biochemical Oxygen Demand:生物化学的酸素要求量)および/またはCOD(Chemical Oxygen Demand:化学的酸素要求量)の除去能率が低下して環境汚染につながることもある。 Once activated sludge causes bulking, it is not easy to restore its function, and it may be necessary to replace the sludge. In such cases, the factory must stop operation during the sludge acclimatization period. No longer. In addition, if sludge flows out, it pollutes the environment, and the sludge concentration decreases, thereby removing BOD (Biochemical Oxygen Demand) and / or COD (Chemical Oxygen Demand). Efficiency may be reduced, leading to environmental pollution.
そこで、バルキングの対処法として、例えば、薬剤の添加に頼らず嫌気性好気処理を実施する方法、SRT(活性汚泥滞留時間)を短くするなどの運転条件だけで正常な微生物相に復帰させ、バルキングのない活性汚泥を得る方法(例えば、特許文献1参照。)、糸状性細菌に対し、塩化物や界面活性剤などの殺菌剤を添加してバルキングを解消する方法(例えば、特許文献2、3参照。)、カチオン系高分子凝集剤や無機凝集剤などの凝集剤を添加してバルキングを解消する方法(例えば、特許文献4参照。)、凝集剤とガラス粉末を添加し低比重の汚泥を沈降促進させる方法(例えば、特許文献5参照。)、糸状性細菌を溶菌する作用をもつ微生物群を活性汚泥の処理槽中に添加してバルキングを解消する方法(例えば、特許文献6参照。)等が提案されている。
しかしながら、特許文献1に記載のように、運転条件だけで正常な微生物相に復帰させる方法では、数週間を費やす必要があった。
また、特許文献2、3に記載のように、殺菌剤を添加する方法では、糸状性細菌のみならず活性汚泥中の有用な微生物も殺滅し、活性汚泥が解体されることがあった。
さらに、特許文献4、5に記載のように、凝集剤を添加する方法は、活性汚泥を強制的に沈降させるため一時的な効果は有するものの、糸状性細菌の異常増殖の解消に対する根本的な解決には至らなかった。また、活性汚泥中の微生物を凝集させ大きなフロックを形成させるため、微生物活性が低下する問題があった。
また、特許文献6に記載のように、糸状性細菌を溶菌する微生物群を添加する方法では、活性汚泥中においてそれらの微生物群を糸状性細菌に特定的に作用させることが困難であった。
以上のように、従来の方法は技術的問題が多く、また、多種多様な原因に適応してバルキングを解消できるものは知られていなかった。
However, as described in Patent Document 1, it is necessary to spend several weeks in the method of returning to a normal microflora only by operating conditions.
Moreover, as described in Patent Documents 2 and 3, in the method of adding a bactericide, not only filamentous bacteria but also useful microorganisms in the activated sludge are killed, and the activated sludge may be dismantled.
Furthermore, as described in Patent Documents 4 and 5, although the method of adding a flocculant has a temporary effect because the activated sludge is forced to settle, it has a fundamental effect on eliminating abnormal growth of filamentous bacteria. It did not come to a solution. Moreover, since the microorganisms in the activated sludge are aggregated to form a large floc, there is a problem that the microorganism activity decreases.
In addition, as described in Patent Document 6, in the method of adding a group of microorganisms that lyse filamentous bacteria, it was difficult to cause these microorganism groups to specifically act on filamentous bacteria in activated sludge.
As described above, the conventional methods have many technical problems, and no method that can eliminate bulking by adapting to various causes has been known.
本発明は、上記事情を鑑みてなされたもので、活性汚泥中の有用な微生物には影響を与えることなく、多種多様な原因に適応してバルキングを解消できるバルキング解消剤の実現を目的とする。 The present invention has been made in view of the above circumstances, and aims to realize a bulking eliminating agent that can eliminate bulking by adapting to various causes without affecting useful microorganisms in activated sludge. .
本発明のバルキング解消剤は、下記式(1)および(2)で表される単量体単位を有する水溶性陽イオン重合体を有効成分として含有することを特徴とする。 The bulking eliminating agent of the present invention is characterized by containing, as an active ingredient, a water-soluble cationic polymer having monomer units represented by the following formulas (1) and (2).
また、前記水溶性陽イオン重合体は、上記式(1)で表される単量体単位を繰り返し単位として1〜99.9モル%、上記式(2)で表される単量体単位を繰り返し単位として0.1〜99モル%含有し、1規定の食塩水にて0.1g/dLの溶液とした際の25℃における還元粘度が0.01〜15dL/gであることが好ましい。 In addition, the water-soluble cationic polymer contains 1 to 99.9 mol% of the monomer unit represented by the above formula (1) as a repeating unit and the monomer unit represented by the above formula (2). It is preferable to contain 0.1-99 mol% as a repeating unit, and the reduced viscosity in 25 degreeC at the time of setting it as a 0.1 g / dL solution with 1N salt solution is 0.01-15 dL / g.
本発明によれば、活性汚泥中の有用な微生物には影響を与えることなく、多種多様な原因に適応してバルキングを解消できるバルキング解消剤を実現できる。
また、本発明のバルキング解消剤によれば、活性汚泥の解体やフロック形成不良によるもの、粘性によるもの、糸状性細菌を原因とするもの、低比重によるものなど、多種多様な原因により生じるバルキングを解消できる。特に、活性汚泥中の少なくとも1種の糸状性細菌に起因して生じるバルキングをより効果的に解消できる。
ADVANTAGE OF THE INVENTION According to this invention, the bulking elimination agent which can eliminate a bulking by adapting to various causes, without affecting the useful microorganisms in activated sludge is realizable.
In addition, according to the bulking-removing agent of the present invention, bulking caused by a wide variety of causes such as activated sludge dismantling or flock formation failure, viscosity, filamentous bacteria, low specific gravity, etc. Can be resolved. In particular, bulking caused by at least one kind of filamentous bacteria in the activated sludge can be more effectively eliminated.
以下、本発明を詳細に説明する。
[バルキング解消剤]
本発明のバルキング解消剤は、水溶性陽イオン重合体を有効成分として含有する。
Hereinafter, the present invention will be described in detail.
[Bulking remover]
The bulking eliminating agent of the present invention contains a water-soluble cationic polymer as an active ingredient.
水溶性陽イオン重合体は、下記式(1)および(2)で表される単量体単位を有する。 The water-soluble cationic polymer has monomer units represented by the following formulas (1) and (2).
このような水溶性陽イオン重合体の製造方法は、特に制限されないが、例えば、アセトアルデヒドとホルムアミドとメタノールを反応させて得られるN−メトキシエチルホルムアミドを、N−ビニルホルムアミド及びメタノールに熱分解し、得られたN−ビニルホルムアミドを重合し、得られるポリ−N−ビニルホルムアミドのホルミル基を加水分解することにより製造できる。 The method for producing such a water-soluble cationic polymer is not particularly limited. For example, N-methoxyethylformamide obtained by reacting acetaldehyde, formamide and methanol is thermally decomposed into N-vinylformamide and methanol. It can be produced by polymerizing the obtained N-vinylformamide and hydrolyzing the formyl group of the resulting poly-N-vinylformamide.
N−ビニルホルムアミド等の重合の方法としては、通常のラジカル重合法が用いられ、塊状重合、水溶液重合、懸濁重合、乳化重合等のいずれも用いることができる。溶媒中で重合させる場合、原料モノマー濃度が通常5〜80質量%、好ましくは20〜60質量%で実施される。重合開始剤には一般的なラジカル重合開始剤を用いることができるが、アゾ化合物が好ましく、2,2’−アゾビス(2−アミジノプロパン)の塩酸塩等が例示される。また、重合反応は、一般に、不活性ガス気流下、30〜100℃の温度で実施される。得られた重合物は、そのままの状態あるいは希釈して、すなわち、溶液状もしくは懸濁状で加水分解できる。 As a polymerization method for N-vinylformamide or the like, a normal radical polymerization method is used, and any of bulk polymerization, aqueous solution polymerization, suspension polymerization, emulsion polymerization, and the like can be used. When polymerizing in a solvent, the raw material monomer concentration is usually 5 to 80% by mass, preferably 20 to 60% by mass. A general radical polymerization initiator can be used as the polymerization initiator, but an azo compound is preferable, and a hydrochloride of 2,2'-azobis (2-amidinopropane) is exemplified. The polymerization reaction is generally performed at a temperature of 30 to 100 ° C. under an inert gas stream. The obtained polymer can be hydrolyzed as it is or diluted, that is, in the form of a solution or suspension.
加水分解の方法としては、公知の方法を用いることができ、例えば、重合物の水溶液に酸もしくはアルカリ性の水溶液を添加し、通常20〜120℃、好ましくは30〜90℃の温度で、通常0.1〜24時間加熱することにより、重合物中のホルミル基の少なくとも一部が分裂放出された水溶性陽イオン重合体の溶液が得られる。
得られた水溶性陽イオン重合体の溶液は、そのままバルキング解消剤として用いてもよく、乾燥もしくは不溶性の溶媒(例えば、アセトンなど)を添加して、水溶性陽イオン重合体を析出させ、固体状の水溶性陽イオン重合体として取り出した後、使用時に水などに溶解させてもよい。
As the hydrolysis method, a known method can be used. For example, an acid or alkaline aqueous solution is added to an aqueous solution of the polymer, and the temperature is usually 20 to 120 ° C., preferably 30 to 90 ° C., usually 0. By heating for 1 to 24 hours, a solution of a water-soluble cationic polymer in which at least a part of the formyl group in the polymer is split and released is obtained.
The obtained water-soluble cationic polymer solution may be used as a bulking-eliminating agent as it is, and a dry or insoluble solvent (for example, acetone) is added to precipitate the water-soluble cationic polymer, and the solid After being taken out as a water-soluble cationic polymer, it may be dissolved in water or the like at the time of use.
本発明に用いられる水溶性陽イオン重合体は、最も典型的には、上記で説明したところに従い、N−ビニルホルムアミドを水中で重合させ、生成した重合物を、通常、アルカリの存在下に加熱して加水分解させ、上記式(1)および(2)で表される単量体単位を形成させることにより製造されるのが好ましい。そして、重合に供するN−ビニルホルムアミドのモル濃度、および重合条件や加水分解条件などを選択することにより、各種の組成の水溶性陽イオン重合体が得られる。 Most typically, the water-soluble cationic polymer used in the present invention is obtained by polymerizing N-vinylformamide in water, as described above, and heating the resulting polymer in the presence of an alkali. Then, it is preferably produced by hydrolysis to form monomer units represented by the above formulas (1) and (2). And the water-soluble cationic polymer of various compositions is obtained by selecting the molar concentration of N-vinylformamide to be subjected to polymerization, polymerization conditions, hydrolysis conditions, and the like.
このようにして得られる水溶性陽イオン重合体は、当該水溶性陽イオン重合体100モル%中、上記式(1)で表される単量体単位を繰り返し単位として1〜99.9モル%含有するのが好ましく、より好ましくは10〜99.9モル%である。含有率が1モル%未満であると、ビニルアミン単位の含有率が少なすぎるため、バルキング解消剤としての効果が弱く、バルキング解消剤を使用する際に使用量が多くなる。一方、含有率が99.9モル%を超えるものは、上述した方法で製造することが困難である。
また、水溶性陽イオン重合体100モル%中、上記式(2)で表される単量体単位を繰り返し単位として99〜0.1モル%含有するのが好ましく、より好ましくは90〜0.1モル%である。含有率が0.1モル%未満であると、上述した方法で製造することが困難である。一方、含有率が99モル%を超えるものは、バルキング解消剤としての効果が弱く、バルキング解消剤の使用量が多くなる。
The water-soluble cationic polymer thus obtained is 1 to 99.9 mol% with the monomer unit represented by the above formula (1) as a repeating unit in 100 mol% of the water-soluble cationic polymer. It is preferable to contain, More preferably, it is 10-99.9 mol%. If the content is less than 1 mol%, the content of vinylamine units is too small, so the effect as a bulking remover is weak, and the amount used is increased when using the bulking remover. On the other hand, it is difficult to produce a product whose content exceeds 99.9 mol% by the above-described method.
Moreover, it is preferable to contain 99-0.1 mol% of monomer units represented by the said Formula (2) as a repeating unit in 100 mol% of water-soluble cationic polymers, More preferably, it is 90-0. 1 mol%. If the content is less than 0.1 mol%, it is difficult to produce by the method described above. On the other hand, when the content exceeds 99 mol%, the effect as a bulking eliminating agent is weak, and the amount of the bulking eliminating agent used is increased.
なお、水溶性陽イオン重合体は、上記式(1)および(2)で表される単量体単位以外のその他の単量体単位を含有してもよい。
その他の単量体単位としては、例えば、アクリロニトリル、アクリルアミド、アクリル酸などが挙げられ、これらの単量体単位をN−ビニルホルムアミドの重合の際に共重合させればよい。
The water-soluble cationic polymer may contain other monomer units other than the monomer units represented by the above formulas (1) and (2).
Examples of other monomer units include acrylonitrile, acrylamide, and acrylic acid, and these monomer units may be copolymerized during the polymerization of N-vinylformamide.
上記式(1)および(2)で表される単量体単位や、その他の単量体単位の組成は、水溶性陽イオン重合体の13C−NMR(13C−核磁気共鳴)を測定することにより求めることができ、具体的には、各繰り返し単位に対応した13C−NMRスペクトルのピーク(シグナル)の積分値より算出できる。 The composition of the monomer units represented by the above formulas (1) and (2) and other monomer units were measured by 13 C-NMR ( 13 C-nuclear magnetic resonance) of a water-soluble cationic polymer. Specifically, it can be calculated from the integrated value of the peak (signal) of the 13 C-NMR spectrum corresponding to each repeating unit.
本発明のバルキング解消剤は、上述した水溶性陽イオン重合体のみからなってもよいが、該水溶性陽イオン重合体を有効成分として含有し、その性能を阻害しない限りその他の成分を含有してもよく、他のバルキング剤等と併用してもよい。
その他の成分としては、例えば、蟻酸、塩化アンモニウムなどが挙げられる。
他のバルキング剤としては、例えば、ポリアクリル酸エステル、塩化ベンゼトニウムなどが挙げられる。
なお、本発明において「有効成分」とは、バルキング解消剤100質量%中の水溶性陽イオン重合体の含有量を意味し、通常、10〜100質量%含有するのが好ましい。
The bulking-eliminating agent of the present invention may consist only of the above-mentioned water-soluble cationic polymer, but contains the water-soluble cationic polymer as an active ingredient and contains other components as long as the performance is not impaired. It may be used in combination with other bulking agents.
Examples of other components include formic acid and ammonium chloride.
Examples of other bulking agents include polyacrylic acid esters and benzethonium chloride.
In the present invention, the “active ingredient” means the content of the water-soluble cationic polymer in 100% by mass of the bulking canceling agent, and it is usually preferable to contain 10 to 100% by mass.
バルキング解消剤がその他の成分を含有する場合、水溶性陽イオン重合体を製造した後に所望の配合量となるようにその他の成分を添加してもよく、予め水溶性陽イオン重合体の原料にその他の成分を混合させておいてもよい。 When the bulking agent contains other components, other components may be added so that the desired blending amount is obtained after the water-soluble cationic polymer is produced. Other components may be mixed.
このようにして得られるバルキング解消剤は、1規定の食塩水にて0.1g/dLの溶液とした際の25℃における還元粘度が0.01〜15dL/gであることが好ましく、より好ましくは0.05〜10dL/gであり、特に好ましくは0.1〜10dL/gである。還元粘度が0.01dL/g未満であると、バルキング解消剤を製造することが困難となったり、バルキング解消剤の機能が低下したりする傾向にある。一方、還元粘度が15dL/gを超えると、バルキング解消剤の粘度が高くなりすぎるため、バルキングが発生した水溶液に添加する際、取り扱いに不都合を生じる。 The bulking-removing agent thus obtained preferably has a reduced viscosity at 25 ° C. of 0.01 to 15 dL / g, more preferably 0.1 g / dL in 1N saline. Is 0.05 to 10 dL / g, particularly preferably 0.1 to 10 dL / g. When the reduced viscosity is less than 0.01 dL / g, it tends to be difficult to produce a bulking remover, or the function of the bulking remover tends to decrease. On the other hand, when the reduced viscosity exceeds 15 dL / g, the viscosity of the bulking-removing agent becomes too high, resulting in inconvenience in handling when added to an aqueous solution in which bulking has occurred.
なお、上述した還元粘度は、バルキング解消剤の分子量、イオン性の割合、分子量分布、製造方法、組成分布等の調整によって制御できる。
例えば、バルキング解消剤の分子量を大きくすると、還元粘度は増加する傾向になる。
The reduced viscosity described above can be controlled by adjusting the molecular weight, ionic ratio, molecular weight distribution, production method, composition distribution, and the like of the bulking remover.
For example, when the molecular weight of the bulking remover is increased, the reduced viscosity tends to increase.
[バルキング解消剤の使用方法]
本発明のバルキング解消剤は、予め活性汚泥に添加して用いてもよく(前添加)、バルキングが発生した後に、曝気槽や固液分離槽に添加して用いてもよい(後添加)。予めバルキング解消剤を活性汚泥に添加して用いれば、活性汚泥に悪影響を与えることなくバルキングを予防できる。
[Usage of bulking agent]
The bulking-eliminating agent of the present invention may be used by adding it to activated sludge in advance (pre-addition), or may be used after adding bulking to an aeration tank or a solid-liquid separation tank (post-addition). If a bulking remover is added to activated sludge in advance, bulking can be prevented without adversely affecting the activated sludge.
(前添加)
予めバルキング解消剤を活性汚泥に添加する場合、バルキング解消剤の添加量は活性汚泥の乾燥固形分100質量部に対して0.0001〜25質量部が好ましく、0.0001〜10質量部がより好ましい。添加量が0.0001質量部未満であると、バルキング解消剤の効果が十分に得られにくくなる。一方、添加量が25質量部を超えると、活性汚泥中の微生物活性に悪影響を与える可能性がある。
(Pre-addition)
When the bulking eliminating agent is added to the activated sludge in advance, the addition amount of the bulking eliminating agent is preferably 0.0001 to 25 parts by mass, more preferably 0.0001 to 10 parts by mass with respect to 100 parts by mass of the dry solid content of the activated sludge. preferable. When the addition amount is less than 0.0001 part by mass, it becomes difficult to sufficiently obtain the effect of the bulking eliminating agent. On the other hand, when the addition amount exceeds 25 parts by mass, there is a possibility of adversely affecting the microbial activity in the activated sludge.
なお、本発明において「活性汚泥に添加する」とは、活性汚泥処理系内の任意の場所に添加し活性汚泥中の微生物に接触させることを意味し、例えば、活性汚泥と共に原水槽に添加して曝気槽に導く、曝気槽に直接添加する、活性汚泥の沈降槽や浮上槽などの固液分離槽に直接添加する、脱窒等を目的とした無酸素槽がある施設で無酸素槽に直接添加するなどの他、バルキング解消効果がある限りいずれの添加方法を用いてもよい。さらには、各槽を連結する側溝や配管などの流路やこれら各槽の前に設けられた流量調整槽に添加することも可能である。 In the present invention, “added to activated sludge” means to be added to any place in the activated sludge treatment system and brought into contact with microorganisms in the activated sludge. For example, it is added to the raw water tank together with the activated sludge. To the aeration tank, added directly to the aeration tank, added directly to the solid-liquid separation tank such as the activated sludge settling tank and levitation tank, and the oxygen-free tank at the facility where there is an oxygen-free tank for the purpose of denitrification, etc. In addition to direct addition, any addition method may be used as long as it has an effect of eliminating bulking. Further, it can be added to a flow path such as a side groove or a pipe connecting the tanks or a flow rate adjusting tank provided in front of each tank.
但し、本発明のバルキング解消剤を活性汚泥中の微生物に接触させる場合であっても、例えば、全量を廃棄する余剰汚泥の固液分離促進や脱水を目的として使用し、かつ当該バルキング解消剤を曝気槽に流入しない場合は、活性汚泥中の有用な微生物に悪影響を与えずに多種多様な原因に適応できるバルキング解消剤を実現するという本発明の主旨とは異なるため、本発明の及ぶところではない。しかし、このような場合でも、固液分離槽から一部を曝気槽などに返送したり、上流の曝気槽の汚泥浮上解消などに使用したりする等、本発明の効果が得られる場合は、本発明の範囲となる。 However, even when the bulking-eliminating agent of the present invention is brought into contact with microorganisms in activated sludge, for example, it is used for the purpose of promoting solid-liquid separation and dehydration of surplus sludge that is discarded in its entirety, and the bulking-eliminating agent is When not flowing into the aeration tank, it is different from the gist of the present invention to realize a bulking solution that can be applied to various causes without adversely affecting useful microorganisms in the activated sludge. Absent. However, even in such a case, when a part of the solid-liquid separation tank is returned to the aeration tank or used to eliminate sludge floating in the upstream aeration tank, etc., the effects of the present invention can be obtained. It is within the scope of the present invention.
(後添加1)
バルキングが発生した後にバルキング解消剤を添加する場合、特に、活性汚泥の解体やフロック形成不良、粘性物質の生成、汚泥が低比重または高比重となることが原因で固液分離槽において汚泥の分離が不良となる場合は、通常、固液分離槽にそのまま、または水等に溶解させて直接添加するか、固液分離層に流入する汚泥等のラインに注入して固液分離層に導けばよい。
(Post-addition 1)
When bulking agent is added after bulking has occurred, sludge separation is particularly difficult in solid-liquid separation tanks due to disintegration of activated sludge, poor flock formation, generation of viscous substances, and low or high specific gravity of sludge. Is usually added directly to the solid-liquid separation tank or dissolved in water or the like, or injected into a sludge line flowing into the solid-liquid separation layer and led to the solid-liquid separation layer. Good.
バルキング解消剤の使用量は、活性汚泥の種類により異なるので特に限定されないが、例えば活性汚泥の乾燥固形分100質量部に対して0.0001〜10質量部が好ましい。
また、バルキング解消剤の使用量は、バルキングを起こしている汚泥をビーカー等に採取して、当該バルキング解消剤を加え、SV30(活性汚泥沈殿率)(社団法人 日本下水道協会編、「下水道試験法上巻1997年度版」p271)、上澄液の濁度(JIS K 0102)等を評価することでも決定できる。
Although the usage-amount of a bulking cancellation agent changes with kinds of activated sludge, it is not specifically limited, For example, 0.0001-10 mass parts is preferable with respect to 100 mass parts of dry solid content of activated sludge.
The amount of bulking agent used is collected in a beaker of sludge that causes bulking, added to the bulking agent, and SV30 (activated sludge sedimentation rate) (Japan Sewerage Association, “Sewerage Testing Method”). It can also be determined by evaluating the turbidity (JIS K 0102) of the upper volume 1997 edition "p271), the supernatant.
なお、本発明によるところのバルキング解消剤は、他のバルキング解消剤や、無機凝集剤、高分子凝集剤などの沈降促進効果を有する薬剤と併用することができる。
汚泥が低比重となることが原因で、沈降槽において沈降不良となる場合は、上述した使用量のバルキング解消剤を添加すればよいが、高比重の物質を同時に添加すればより効果的にバルキングを解消できる。
高比重の物質としては、例えば、ゼオライト、ケイソウ土、活性炭、焼却灰、粘土鉱物、ガラスなどの不溶性固形粉末の他、鉄系、アルミ系、水ガラスなど、活性汚泥に結合し比重を高める性質を有する溶解性物質等を使用することができ、使用量は活性汚泥に合わせてバルキング解消剤と共に適宜調整すればよい。
The bulking eliminating agent according to the present invention can be used in combination with other bulking eliminating agents, and agents having a sedimentation promoting effect such as inorganic flocculants and polymer flocculants.
If sedimentation is poor in the sedimentation tank due to the low specific gravity of the sludge, the above-mentioned amount of bulking eliminating agent may be added, but if a high specific gravity substance is added at the same time, bulking is more effective. Can be eliminated.
Substances with high specific gravity include, for example, zeolite, diatomaceous earth, activated carbon, incinerated ash, clay minerals, insoluble solid powders such as glass, iron, aluminum, water glass, etc. It is possible to use a soluble substance or the like having a water content, and the amount used may be appropriately adjusted together with the bulking remover according to the activated sludge.
また、汚泥が高比重となることが原因で、浮上槽において浮上不良となる場合は、上述した使用量のバルキング解消剤を添加すればよいが、低比重の物質を同時に添加すればより効果的にバルキングを解消できる。
低比重の物質には、例えば、植物、動物、鉱物を原料とするエステル構造を有する中性油、リン脂質のような酸性油などを使用することができ、使用量は活性汚泥に合わせてバルキング解消剤と共に適宜調整すればよい。
Moreover, if the sludge becomes a high specific gravity due to the high specific gravity, the above-mentioned amount of bulking eliminating agent may be added, but it is more effective if a low specific gravity substance is added at the same time. Can eliminate bulking.
For example, neutral oils with an ester structure made from plants, animals, minerals, and acidic oils such as phospholipids can be used as low-density materials. The amount used is bulking according to the activated sludge. What is necessary is just to adjust suitably with a cancellation agent.
本発明のバルキング解消剤は、活性汚泥中の微生物活性を低下させることなく、フロック並びに微生物などを結合させる作用があるので、特に、活性汚泥の解体やフロック形成不良が原因で発生したバルキングに添加すると、フロックが大きくなるので、沈降が促進され速やかにバルキングが解消される。
また、バルキング解消剤は、粘性物質の粘性を低下させる効果が著しいので、特に、粘性物質の生成が原因で発生したバルキングに添加すると、固液分離性が向上してバルキングが速やかに解消される。
The bulking-eliminating agent of the present invention has the effect of binding flocs and microorganisms without reducing the microbial activity in the activated sludge, so it is especially added to the bulking caused by disintegration of activated sludge and poor floc formation. Then, since the floc becomes large, sedimentation is promoted and bulking is quickly eliminated.
In addition, the bulking-removing agent has a remarkable effect of reducing the viscosity of the viscous substance. Therefore, when added to the bulking generated due to the generation of the viscous substance, the solid-liquid separation property is improved and the bulking is quickly eliminated. .
さらに、バルキング解消剤は、比重が低い部分を比重が高い部分に結合させる作用があるので、特に油や放線菌により汚泥が低比重となることが原因で発生したバルキングに添加すると、汚泥の沈降不良が低減してバルキングが解消される。また、バルキング解消剤は、例えば鉱物など比重が高いものを低比重の汚泥に結合させる作用もあるので、鉱物などと共に添加すれば、沈降槽における沈降不良の効果的な解消も可能である。
同様の作用により、汚泥が高比重となることが原因で、常圧・加圧浮上などの浮上分離時に、高比重の部分だけが浮上しない場合においても、バルキング解消剤を添加すれば、バルキングを解消できる。また、例えば油のような比重が低いものと共に添加すれば、浮上槽における浮上不良の効果的な解消も可能である。
In addition, the bulking-removing agent has the effect of binding the part with low specific gravity to the part with high specific gravity, so when added to bulking, which is caused by low specific gravity due to oil or actinomycetes, sludge sedimentation. Defects are reduced and bulking is eliminated. Further, since the bulking eliminating agent has an action of binding a high specific gravity such as mineral to sludge having a low specific gravity, for example, if it is added together with mineral, it is possible to effectively eliminate the sedimentation failure in the sedimentation tank.
Due to the high specific gravity of sludge due to the same action, even if only the high specific gravity part does not float during floating separation such as normal pressure and pressurized flotation, if bulking solution is added, bulking will be reduced. Can be resolved. Moreover, if it is added together with a low specific gravity such as oil, for example, it is possible to effectively eliminate the floating failure in the floating tank.
(後添加2)
バルキングが発生した後にバルキング解消剤を添加する場合、特に、糸状性細菌が原因で固液分離槽において汚泥の分離が不良となる場合は、糸状性細菌が発生した全槽に添加すれば糸状性細菌をより多く殺滅し、バルキングを根本的に短時間で解消できるため望ましい。
繁殖した糸状性細菌に対する殺滅効果は、バルキング解消剤を添加したのち数分から数時間で現れ、糸状性細菌の細胞が破壊、切断されることにより生じる細かな断片状の浮遊物や、細胞内容物が漏出したり、細胞が折れ曲がったりするなどの細胞の損傷が顕微鏡下で観察できる。
本発明のバルキング解消剤は、糸状性細菌を殺滅することによって、小さくなったフロックを大きくする作用があり、結果として固液分離が促進され、バルキングが解消し、活性汚泥が正常な状態に回復する。
(Post-addition 2)
When a bulking agent is added after bulking has occurred, especially when sludge separation is poor in a solid-liquid separation tank due to filamentous bacteria, it can be added to all tanks in which filamentous bacteria have been generated. It is desirable because it can kill more bacteria and eliminate bulking in a short time.
The killing effect on the propagated filamentous bacteria appears in minutes to hours after adding the bulking-removing agent. Cell damage can be observed under a microscope, such as leakage of objects or bending of cells.
The bulking-eliminating agent of the present invention has the effect of enlarging the reduced flocs by killing filamentous bacteria, resulting in accelerated solid-liquid separation, eliminating bulking, and bringing activated sludge into a normal state. Recover.
バルキング解消剤の使用量は、活性汚泥の種類により異なるので特に限定されないが、例えば活性汚泥の乾燥固形分100質量部に対して0.1〜25質量部が好ましい。
また、バルキング解消剤の使用量は、バルキングを起こしている汚泥をビーカー等に採取して、当該バルキング解消剤を加え、SV30(活性汚泥沈殿率)(社団法人 日本下水道協会編、「下水道試験法上巻1997年度版」p271)、上澄液の濁度(JIS K 0102)等を評価することでも決定できる。さらに、必要に応じて、位相差顕微鏡等により、細胞の切断(浮遊物)や細胞の損傷を観察することで決定することもできる。
また、膨潤化した汚泥が気泡を巻き込んで曝気槽や沈降槽で浮上する場合は、ビーカー等に採取した活性汚泥に小型散気管等を用いて曝気し、バルキング解消剤添加前後での汚泥の浮上度合いを評価することで使用量を決定できる。
Although the usage-amount of a bulking elimination agent changes with kinds of activated sludge, it is not specifically limited, For example, 0.1-25 mass parts is preferable with respect to 100 mass parts of dry solid content of activated sludge.
The amount of bulking agent used is collected in a beaker of sludge that causes bulking, added to the bulking agent, and SV30 (activated sludge sedimentation rate) (Japan Sewerage Association, “Sewerage Testing Method”). It can also be determined by evaluating the turbidity (JIS K 0102) of the upper volume 1997 edition "p271), the supernatant. Furthermore, if necessary, it can also be determined by observing cell cutting (floating matter) or cell damage with a phase contrast microscope or the like.
In addition, when the swollen sludge is entrained with air bubbles and floats in an aeration tank or settling tank, the activated sludge collected in a beaker or the like is aerated using a small air diffuser, etc., and the sludge floats before and after the bulking solution is added. The amount used can be determined by evaluating the degree.
本発明のバルキング解消剤は、糸状性細菌類を短時間のうちに殺滅することができる。その際、断片化された菌体や細胞残渣の固液分離を促進する作用もあるので、バルキング解消剤の添加によって活性汚泥の固液分離性が相乗的に改善される。また、断片化された糸状性細菌の菌体や細胞残渣が処理水中へ混入し、処理水質が悪化するのを防ぐこともできる。さらに、発生した糸状性細菌の菌糸の間の空隙に気泡を含んで糸状性細菌が浮上するような現象に対しても、糸状性細菌を断片化する作用があるため短時間に解消できる。しかも、糸状性細菌を殺滅させる根本的解決法であるため、効果は長期間持続する。 The bulking eliminating agent of the present invention can kill filamentous bacteria in a short time. In that case, since it also has the effect | action which accelerates | stimulates the solid-liquid separation of the fragmented microbial cell and a cell residue, the solid-liquid separation property of activated sludge is synergistically improved by addition of a bulking elimination agent. Moreover, it can prevent that the cell body and cell residue of a fragmented filamentous bacterium mix in treated water, and the quality of treated water deteriorates. Furthermore, the phenomenon that the filamentous bacteria rise by containing bubbles in the voids between the mycelium of the generated filamentous bacteria can be eliminated in a short time because of the action of fragmenting the filamentous bacteria. Moreover, since it is a fundamental solution that kills filamentous bacteria, the effect lasts for a long time.
以上説明したように、本発明のバルキング解消剤は、特定の単量体単位を有する水溶性陽イオン重合体を有効成分として含有する。このようなバルキング解消剤は、活性汚泥中の有用な微生物や原生動物の生育に悪影響を及ぼしにくく、また、良好な水質の処理水を得ることができる。
従って、本発明によれば、活性汚泥に悪影響を与えることなく、良好な水質を保ちながら、多種多様な原因に適応してバルキングを解消できる。特に、活性汚泥中の少なくとも1種の糸状性細菌に起因して生じるバルキングをより効果的に解消できる。
As described above, the bulking eliminating agent of the present invention contains a water-soluble cationic polymer having a specific monomer unit as an active ingredient. Such a bulking eliminating agent is unlikely to adversely affect the growth of useful microorganisms and protozoa in the activated sludge, and can provide treated water with good water quality.
Therefore, according to the present invention, it is possible to eliminate bulking by adapting to various causes while maintaining good water quality without adversely affecting the activated sludge. In particular, bulking caused by at least one filamentous bacterium in activated sludge can be more effectively eliminated.
また、本発明によれば、活性汚泥が流出することによる環境汚染を抑制することもできる。さらに、曝気槽内での活性汚泥の膨化を解消し、活性汚泥濃度を高く保ち、BODおよび/またはCODの除去効果を著しく向上できる。さらに、沈降体積を小さくできるため、沈降槽においても活性汚泥の沈降分離が極めて容易になり、余剰活性汚泥の除去を頻繁に行う必要がない。 Moreover, according to this invention, the environmental pollution by the activated sludge flowing out can also be suppressed. Furthermore, the activated sludge expansion in the aeration tank can be eliminated, the activated sludge concentration can be kept high, and the BOD and / or COD removal effect can be significantly improved. Furthermore, since the sedimentation volume can be reduced, it is very easy to settle and separate activated sludge in a sedimentation tank, and it is not necessary to frequently remove excess activated sludge.
以下、本発明を実施例により具体的に説明するが、本発明はこれらに限定されるものではない。 Hereinafter, the present invention will be specifically described by way of examples, but the present invention is not limited thereto.
[評価]
<SVI(汚泥容量指標)の測定>
SVIとは、活性汚泥の沈殿性状を表す指標で、活性汚泥混合液を30分間静置したときに1gの活性汚泥浮遊物質が占める容積を示したものであり、SV30(活性汚泥沈殿率)とMLSS(活性汚泥浮遊物質)から次式により算出し、SVIが200mL/g以下の場合を良好な状態とした。
SVI[mL/g]=SV30[%]×10,000/MLSS[mg/L]
なお、SV30は常法(社団法人 日本下水道協会編、「下水道試験法上巻1997年度版」p271)に準じて、一方、MLSSは常法(社団法人 日本下水道協会編、「下水道試験法上巻1997年度版」p269)に準じて測定した。
[Evaluation]
<Measurement of SVI (sludge volume index)>
SVI is an index that represents the activated sludge sedimentation properties, and indicates the volume occupied by 1 g of activated sludge suspended solids when the activated sludge mixed liquid is allowed to stand for 30 minutes. SV30 (activated sludge sedimentation rate) and It calculated by following Formula from MLSS (activated sludge suspended solids), and made the case where SVI was 200 mL / g or less into a favorable state.
SVI [mL / g] = SV30 [%] × 10,000 / MLSS [mg / L]
In addition, SV30 is based on the ordinary method (Japan Sewerage Association, edited by the Sewerage Test Act, Vol. 1997 edition p271), while MLSS is the ordinary method (Japan Sewerage Association, edited by the Sewerage Test Act, Vol. 1997). Version "p269).
<糸状性細菌の生育数の測定>
位相差顕微鏡(レイマー顕微鏡、「BX−2700TPH」)にて、活性汚泥混合液中の糸状性細菌の生育数を数えた。糸状性細菌の生育数の判定は、出現状態の分類(社団法人 日本下水道協会編、「下水道試験法上巻1997年度版」p375)に基づいて行った。なお、「1」を非常に少ない、「6」を非常に多いとし、6段階にて判定した。
<Measurement of the growth number of filamentous bacteria>
The number of filamentous bacteria growing in the activated sludge mixed solution was counted with a phase contrast microscope (Raymer microscope, “BX-2700TPH”). The number of filamentous bacteria grown was determined based on the classification of the appearance state (edited by the Japan Sewerage Association, “Sewerage Test Method, Vol. 1997, p375”). Note that “1” was very small and “6” was very large, and the determination was made in six stages.
<上澄液の濁度の測定>
活性汚泥混合液の上澄液の濁度を、濁度計(アズワン(株)製、「TN−100」)にて測定した。
<Measurement of turbidity of supernatant>
The turbidity of the supernatant of the activated sludge mixture was measured with a turbidimeter (manufactured by ASONE Co., Ltd., “TN-100”).
<原生動物の運動性への影響の判定>
位相差顕微鏡にて、活性汚泥混合液中の原生動物の運動性への影響の有無を、目視にて判定した。原生動物の運動性が通常に比べて低下している時、影響有りと判断した。
<Determining the effect of protozoa on motility>
The presence or absence of an influence on the motility of the protozoa in the activated sludge mixed solution was visually determined with a phase contrast microscope. When the protozoan motility decreased compared to normal, it was judged to be affected.
[バルキング解消剤1の製造]
攪拌器、温度計、窒素導入管を備えたフラスコ内に脱イオン水65gと次亜リン酸ナトリウム0.2gを入れ、窒素を流通して脱気した後、70℃に昇温し、2,2’−アゾビス(2−アミジノプロパン)塩酸塩の10質量%水溶液8gを加え、N−ビニルホルムアミド80質量%水溶液100gを2時間かけて滴下し、さらに2,2’−アゾビス(2−アミジノプロパン)塩酸塩の10質量%水溶液4gを追加し、70℃で2時間攪拌した。得られた重合物溶液に35質量%塩酸112gを加え70℃で3時間攪拌し、水溶性陽イオン重合体の水溶液を得た。これをバルキング解消剤1とした。
[Production of bulking agent 1]
In a flask equipped with a stirrer, a thermometer, and a nitrogen introduction tube, 65 g of deionized water and 0.2 g of sodium hypophosphite were put, deaerated by circulating nitrogen, then heated to 70 ° C., 8 g of a 10% by mass aqueous solution of 2′-azobis (2-amidinopropane) hydrochloride was added, 100 g of an 80% by mass aqueous solution of N-vinylformamide was added dropwise over 2 hours, and 2,2′-azobis (2-amidinopropane) was further added. ) 4 g of a 10% by mass aqueous solution of hydrochloride was added and stirred at 70 ° C. for 2 hours. To the obtained polymer solution, 112 g of 35 mass% hydrochloric acid was added and stirred at 70 ° C. for 3 hours to obtain an aqueous solution of a water-soluble cationic polymer. This was designated as bulking canceling agent 1.
<バルキング解消剤1の特性>
(組成)
先に得られた水溶性陽イオン重合体の水溶液(バルキング解消剤)を少量取り、アセトン中に添加し、析出せしめ、これを真空乾燥して固体状の水溶性陽イオン重合体を得た。該水溶性陽イオン重合体を重水に溶解させ、NMRスペクトロメーター(日本電子社製、270MHz)にて13C−NMRスペクトルを測定した。13C−NMRスペクトルの各繰り返し単位に対応したピークの積分値より各単量体単位の組成を算出した。
その結果、バルキング解消剤1は、上記式(1)で表される単位が95モル%、上記式(2)で表される単位が5モル%からなる水溶性陽イオン重合体を含んでいた。
<Characteristics of bulking remover 1>
(composition)
A small amount of the aqueous solution (bulking-removing agent) of the water-soluble cationic polymer obtained earlier was taken, added to acetone, precipitated, and dried in vacuo to obtain a solid water-soluble cationic polymer. The water-soluble cationic polymer was dissolved in heavy water, and a 13 C-NMR spectrum was measured with an NMR spectrometer (manufactured by JEOL Ltd., 270 MHz). The composition of each monomer unit was calculated from the integrated value of the peak corresponding to each repeating unit in the 13 C-NMR spectrum.
As a result, the bulking canceling agent 1 contained a water-soluble cationic polymer in which the unit represented by the formula (1) was 95 mol% and the unit represented by the formula (2) was 5 mol%. .
(還元粘度測定)
組成の測定の際に得た固体状の水溶性陽イオン重合体0.1gを、1規定の食塩水100mLに溶解させ、0.1g/dLの溶液を調製した。該溶液の25℃における還元粘度をオストワルド粘度計(ハリオ研究所社製)にて測定した。
その結果、還元粘度は、0.3dL/gであった。
(Reduced viscosity measurement)
A 0.1 g / dL solution was prepared by dissolving 0.1 g of a solid water-soluble cationic polymer obtained in the measurement of the composition in 100 mL of 1N saline. The reduced viscosity at 25 ° C. of the solution was measured with an Ostwald viscometer (Hario Laboratories).
As a result, the reduced viscosity was 0.3 dL / g.
[試験1]
<実施例1>
糸状性細菌(Thiothrix sp、Type0961)が優占化してバルキングを起こしている製糖工場の排水処理施設の活性汚泥(MLSS:5800mg/L、SV30:77%)1Lをビーカーに入れ、バルキング解消剤1を脱イオン水で10倍に希釈し、活性汚泥浮遊物質量に対して重合体添加量が5質量%になるように添加して2時間撹拌した後、12時間放置した。12時間放置後のバルキング解消効果を判定した。結果を表1に示す。
[Test 1]
<Example 1>
1 L of activated sludge (MLSS: 5800 mg / L, SV30: 77%) from a wastewater treatment facility of a sugar factory where bulky bacteria (Thiotrix sp, Type 0961) are dominant and causing bulking is put into a beaker, and bulking agent 1 Was diluted 10 times with deionized water, added so that the amount of polymer added was 5% by mass with respect to the amount of activated sludge suspended solids, stirred for 2 hours, and then allowed to stand for 12 hours. The bulking elimination effect after leaving for 12 hours was judged. The results are shown in Table 1.
<比較例1>
バルキング解消剤1を添加しなかった以外は実施例1と同様にし、バルキング解消効果を判定した。結果を表1に示す。
<Comparative Example 1>
The bulking elimination effect was determined in the same manner as in Example 1 except that the bulking elimination agent 1 was not added. The results are shown in Table 1.
[試験2]
<実施例2>
糸状性細菌(Type021N、Nostocoida limicola、Type1701)が優占化してバルキングを起こしている化学工場のメチルアミン製造排水処理施設の活性汚泥(MLSS:8100mg/L、SV30:100%)1Lを用いた以外は実施例1と同様にし、バルキング解消効果を判定した。結果を表2に示す。
[Test 2]
<Example 2>
Except for using 1L of activated sludge (MLSS: 8100mg / L, SV30: 100%) of the methylamine production wastewater treatment facility of a chemical factory where filamentous bacteria (Type021N, Nostocoida limicola, Type1701) are dominant and causing bulking In the same manner as in Example 1, the bulking elimination effect was determined. The results are shown in Table 2.
<比較例2>
バルキング解消剤1を添加しなかった以外は実施例2と同様にし、バルキング解消効果を判定した。結果を表2に示す。
<Comparative Example 2>
The bulking elimination effect was determined in the same manner as in Example 2 except that the bulking elimination agent 1 was not added. The results are shown in Table 2.
[試験3]
<実施例3>
糸状性細菌(Type021N、Beggiatoa、Sphaerotilus natans、Type0041)が優占化してバルキングを起こしているコーンスターチ製造排水処理施設の活性汚泥(MLSS:3800mg/L、SV30:92.8%)1Lを用いた以外は実施例1と同様にし、バルキング解消効果を判定した。結果を表3に示す。
[Test 3]
<Example 3>
Except for using 1 L of activated sludge (MLSS: 3800 mg / L, SV30: 92.8%) in a cornstarch wastewater treatment facility in which bulky bacteria (Type021N, Beggiatoa, Sphaerotilus natans, Type0041) are dominant and causing bulking In the same manner as in Example 1, the bulking elimination effect was determined. The results are shown in Table 3.
<比較例3>
バルキング解消剤1を添加しなかった以外は実施例3と同様にし、バルキング解消効果を判定した。結果を表3に示す。
<Comparative Example 3>
The bulking elimination effect was determined in the same manner as in Example 3 except that the bulking elimination agent 1 was not added. The results are shown in Table 3.
[試験4]
<実施例4>
汚泥フロックの解体(顕微鏡観察において直径100μm以下のフロックの存在比率が50%以上の状態)により沈降不良を起こしている化学工場の医薬中間体製造排水を処理している施設の活性汚泥(MLSS:4670mg/L、SV30:96.5%)1Lを用いた以外は実施例1と同様にし、バルキング解消効果を判定した。結果を表4に示す。
なお、試験4で用いた活性汚泥中には、糸状性細菌として、Type1851、Gordona amarae、Type0092が優占化していた。
[Test 4]
<Example 4>
Activated sludge (MLSS) of a facility that treats wastewater from the production of pharmaceutical intermediates in a chemical factory that has caused sedimentation failure due to the dismantling of sludge flocs (the presence of flocs with a diameter of 100 μm or less in a microscopic observation is 50% or more) 4670 mg / L, SV30: 96.5%) The bulking elimination effect was determined in the same manner as in Example 1 except that 1 L was used. The results are shown in Table 4.
In the activated sludge used in Test 4, type 1851, Gordona amarae, and Type0092 were dominant as filamentous bacteria.
<比較例4>
バルキング解消剤1を添加しなかった以外は実施例4と同様にし、バルキング解消効果を判定した。結果を表4に示す。
<Comparative example 4>
The bulking elimination effect was determined in the same manner as in Example 4 except that the bulking elimination agent 1 was not added. The results are shown in Table 4.
[試験5]
<実施例5−1〜5−6>
汚泥フロックの分散(顕微鏡観察において分散状細菌の出現量が5.0×105個/cm2以上の状態)により沈降不良を起こしている製紙工場の抄紙系排水処理施設の活性汚泥(MLSS:7800mg/L、SV30:94%)1Lをビーカーに入れ、市販のポリ塩化アルミニウムの1質量%水溶液を表5に示す濃度になるように添加した。ついで、バルキング解消剤1を表5に示す濃度になるように添加して3分間撹拌した後、12時間放置した。12時間放置後のバルキング解消効果を判定した。ポリ塩化アルミニウム水溶液とバルキング解消剤1の添加濃度、及び結果を表5に示す。
[Test 5]
<Examples 5-1 to 5-6>
Activated sludge (MLSS) of a papermaking wastewater treatment facility in a paper mill that has caused sedimentation failure due to dispersion of sludge floc (in a state where the appearance of dispersed bacteria is 5.0 × 10 5 cells / cm 2 or more in microscopic observation) 7800 mg / L, SV30: 94%) 1 L was placed in a beaker, and a 1% by mass aqueous solution of polyaluminum chloride was added to a concentration shown in Table 5. Subsequently, the bulking remover 1 was added to a concentration shown in Table 5, stirred for 3 minutes, and then allowed to stand for 12 hours. The bulking elimination effect after leaving for 12 hours was judged. Table 5 shows the addition concentrations of the polyaluminum chloride aqueous solution and the bulking remover 1 and the results.
<比較例5−1、5−2>
バルキング解消剤1を添加しなかった以外は実施例5−1〜5−6と同様にし、バルキング解消効果を判定した。結果を表5に示す。
<Comparative Examples 5-1 and 5-2>
The bulking elimination effect was determined in the same manner as in Examples 5-1 to 5-6 except that the bulking elimination agent 1 was not added. The results are shown in Table 5.
[バルキング解消剤2の製造]
攪拌器、温度計、窒素導入管を備えたフラスコ内に、分散媒としてシクロヘキサンを投入し、これに0.5質量%エチルセルロースを添加し、N−ビニルホルムアミド60質量%水溶液を分散媒に対し容量比1/2になるよう加え、攪拌下、窒素を流通して脱気した後、70℃に昇温し、2,2’−アゾビス(2−アミジノプロパン)塩酸塩3000ppm対N−ビニルホルムアミドを10質量%水溶液として加え、そのまま2時間攪拌し重合を行った。その後、反応液を多量のアセトンに加え、析出した重合体を取り出し、乾燥した。
水酸化ナトリウム2.1gを脱イオン水に溶かし94.8gとしたアルカリ水に、取り出した重合体5.2gを攪拌しながら添加して溶解し、さらに80℃に昇温し、3.5時間保持し、水溶性陽イオン重合体の水溶液を得た。これをバルキング解消剤2とした。
[Production of bulking agent 2]
Into a flask equipped with a stirrer, a thermometer, and a nitrogen introduction tube, cyclohexane is added as a dispersion medium, 0.5 mass% ethylcellulose is added thereto, and a 60 mass% N-vinylformamide aqueous solution is added to the dispersion medium. The mixture was added to a ratio of 1/2, deaerated by flowing nitrogen under stirring, then heated to 70 ° C., and 3000 ppm of 2,2′-azobis (2-amidinopropane) hydrochloride with N-vinylformamide was added. It added as 10 mass% aqueous solution, and superposed | polymerized by stirring for 2 hours as it was. Thereafter, the reaction solution was added to a large amount of acetone, and the precipitated polymer was taken out and dried.
In alkaline water obtained by dissolving 2.1 g of sodium hydroxide in deionized water and adding it to 94.8 g, 5.2 g of the removed polymer was added and dissolved while stirring, and the temperature was further raised to 80 ° C. for 3.5 hours. An aqueous solution of a water-soluble cationic polymer was obtained. This was designated as bulking canceling agent 2.
<バルキング解消剤2の特性>
(組成)
バルキング解消剤1と同様にして13C−NMRスペクトルを測定し、各単量体単位の組成を算出した。
その結果、バルキング解消剤2は、上記式(1)で表される単位が62モル%、上記式(2)で表される単位が38モル%からなる水溶性陽イオン重合体を含んでいた。
<Characteristics of bulking remover 2>
(composition)
The 13 C-NMR spectrum was measured in the same manner as the bulking canceling agent 1, and the composition of each monomer unit was calculated.
As a result, the bulking eliminating agent 2 contained a water-soluble cationic polymer in which the unit represented by the formula (1) was 62 mol% and the unit represented by the formula (2) was 38 mol%. .
(還元粘度測定)
バルキング解消剤1と同様にして還元粘度を測定した。
その結果、還元粘度は8.0dL/gであった。
(Reduced viscosity measurement)
The reduced viscosity was measured in the same manner as bulking canceling agent 1.
As a result, the reduced viscosity was 8.0 dL / g.
[試験6]
<実施例6>
汚泥フロックの分散(顕微鏡観察において分散状細菌の出現量が5.0×105個/cm2以上の状態)により沈降不良を起こしている水産物加工工場の排水処理施設の活性汚泥(MLSS:11600mg/L、SV30:98%)1Lをビーカーに入れ、バルキング解消剤2を脱イオン水で100倍に希釈し、活性汚泥混合液量に対して0.03質量%添加して3分間撹拌した後、12時間放置した。12時間放置後のバルキング解消効果を判定した。結果を表6に示す。
[Test 6]
<Example 6>
Activated sludge (MLSS: 11600 mg) in a wastewater treatment facility of a fish processing factory that has caused poor sedimentation due to dispersion of sludge floc (in a state where the appearance amount of dispersible bacteria is 5.0 × 10 5 cells / cm 2 or more in microscopic observation) / L, SV30: 98%) After putting 1 L into a beaker, diluting bulking agent 2 100 times with deionized water, adding 0.03% by mass to the amount of activated sludge mixture, and stirring for 3 minutes , Left for 12 hours. The bulking elimination effect after leaving for 12 hours was judged. The results are shown in Table 6.
<比較例6>
バルキング解消剤2を添加しなかった以外は実施例6と同様にし、バルキング解消効果を判定した。結果を表6に示す。
<Comparative Example 6>
The bulking elimination effect was determined in the same manner as in Example 6 except that the bulking elimination agent 2 was not added. The results are shown in Table 6.
[バルキング解消剤3の製造]
水酸化ナトリウムの量を3.2gとした以外は、バルキング解消剤2と同様の方法で、バルキング解消剤3を得た。
[Production of bulking agent 3]
Bulking remover 3 was obtained in the same manner as bulking remover 2, except that the amount of sodium hydroxide was 3.2 g.
<バルキング解消剤3の特性>
(組成)
バルキング解消剤1と同様にして13C−NMRスペクトルを測定し、各単量体単位の組成を算出した。
その結果、バルキング解消剤3は、上記式(1)で表される単位が82モル%、上記式(2)で表される単位が18モル%からなる水溶性陽イオン重合体を含んでいた。
<Characteristics of bulking agent 3>
(composition)
The 13 C-NMR spectrum was measured in the same manner as the bulking canceling agent 1, and the composition of each monomer unit was calculated.
As a result, the bulking eliminating agent 3 contained a water-soluble cationic polymer in which the unit represented by the formula (1) was 82 mol% and the unit represented by the formula (2) was 18 mol%. .
(還元粘度測定)
バルキング解消剤1と同様にして還元粘度を測定した。
その結果、還元粘度は5.4dL/gであった。
(Reduced viscosity measurement)
The reduced viscosity was measured in the same manner as bulking canceling agent 1.
As a result, the reduced viscosity was 5.4 dL / g.
[試験7]
<実施例7>
活性汚泥の粘性増加により沈降不良を起こしている化学工場の樹脂工場の乳化重合排水処理施設の活性汚泥(MLSS:7200mg/L、SV30:96%)1Lをビーカーに入れ、バルキング解消剤3を脱イオン水で100倍に希釈し、活性汚泥混合液量に対して0.02質量%添加して3分間撹拌した後、12時間放置した。12時間放置後のバルキング解消効果を判定した。結果を表7に示す。
[Test 7]
<Example 7>
Put 1L of activated sludge (MLSS: 7200mg / L, SV30: 96%) of the emulsion polymerization wastewater treatment facility of the resin factory of the chemical factory that is causing sedimentation failure due to increased viscosity of the activated sludge into the beaker, and remove the bulking agent 3 After diluting 100 times with ionic water, adding 0.02% by mass with respect to the amount of the activated sludge mixture, stirring for 3 minutes, and then leaving it for 12 hours. The bulking elimination effect after leaving for 12 hours was judged. The results are shown in Table 7.
<比較例7>
バルキング解消剤3を添加しなかった以外は実施例7と同様にし、バルキング解消効果を判定した。結果を表7に示す。
<Comparative Example 7>
The bulking elimination effect was determined in the same manner as in Example 7 except that the bulking elimination agent 3 was not added. The results are shown in Table 7.
[バルキング解消剤4の製造]
攪拌器、温度計、窒素導入管を備えたフラスコ内に、水133gとN−ビニルホルムアミド70gを入れ、N−ビニルホルムアミドを溶解させた。これに2,2’−アゾビス(2−アミジノプロパン)塩酸塩0.9gを添加した。次いで、窒素の導入により酸素を排除し、反応混合物を1時間以内に70℃に加温した。さらに70℃で3時間保持し、重合物溶液を得た。
得られた重合物溶液に、10質量%水酸化ナトリウム溶液502gを混合し、80℃に5時間加熱し、水溶性陽イオン重合体の水溶液を得た。この水溶液をバルキング解消剤4とした。
[Production of bulking agent 4]
In a flask equipped with a stirrer, a thermometer, and a nitrogen introduction tube, 133 g of water and 70 g of N-vinylformamide were added to dissolve N-vinylformamide. To this was added 0.9 g of 2,2′-azobis (2-amidinopropane) hydrochloride. The oxygen was then excluded by introducing nitrogen and the reaction mixture was warmed to 70 ° C. within 1 hour. Furthermore, it hold | maintained at 70 degreeC for 3 hours, and obtained the polymer solution.
To the obtained polymer solution, 502 g of a 10% by mass sodium hydroxide solution was mixed and heated to 80 ° C. for 5 hours to obtain an aqueous solution of a water-soluble cationic polymer. This aqueous solution was designated as bulking canceling agent 4.
<バルキング解消剤4の特性>
(組成)
バルキング解消剤1と同様にして13C−NMRスペクトルを測定し、各単量体単位の組成を算出した。
その結果、バルキング解消剤4は、上記式(1)で表される単位が95モル%、上記式(2)で表される単位が5モル%からなる水溶性陽イオン重合体を含んでいた。
<Characteristics of bulking agent 4>
(composition)
The 13 C-NMR spectrum was measured in the same manner as the bulking canceling agent 1, and the composition of each monomer unit was calculated.
As a result, the bulking canceling agent 4 contained a water-soluble cationic polymer in which the unit represented by the formula (1) was 95 mol% and the unit represented by the formula (2) was 5 mol%. .
(還元粘度測定)
バルキング解消剤1と同様にして還元粘度を測定した。
その結果、還元粘度は0.5dL/gであった。
(Reduced viscosity measurement)
The reduced viscosity was measured in the same manner as bulking canceling agent 1.
As a result, the reduced viscosity was 0.5 dL / g.
[試験8]
<実施例8>
汚泥フロックの解体(顕微鏡観察において直径100μm以下のフロックの存在比率が50%以上の状態)により沈降不良を起こしている製紙工場の抄紙系排水処理施設の活性汚泥(MLSS:6300mg/L、SV30:100%)1Lをビーカーに入れ、バルキング解消剤4を脱イオン水で100倍に希釈し、活性汚泥混合液量に対して0.02質量%添加して3分間撹拌した後、12時間放置した。12時間放置後のバルキング解消効果を判定した。結果を表8に示す。
[Test 8]
<Example 8>
Activated sludge (MLSS: 6300 mg / L, SV30) of a papermaking wastewater treatment facility in a paper mill that has caused poor sedimentation due to the dismantling of sludge flocs (the state in which the presence of flocs having a diameter of 100 μm or less in a microscopic observation is 50% or more) 100%) 1 L was put into a beaker, the bulking agent 4 was diluted 100 times with deionized water, added 0.02% by mass with respect to the amount of the activated sludge mixture, stirred for 3 minutes, and then left for 12 hours. . The bulking elimination effect after leaving for 12 hours was judged. The results are shown in Table 8.
<比較例8>
バルキング解消剤4を添加しなかった以外は実施例8と同様にし、バルキング解消効果を判定した。結果を表8に示す。
<Comparative Example 8>
The bulking elimination effect was determined in the same manner as in Example 8 except that the bulking elimination agent 4 was not added. The results are shown in Table 8.
表1〜8より明らかなように、各実施例では汚泥の沈降性が改善された。また、位相差顕微鏡で菌体の様子を観察すると、各糸状性細菌の糸状体が切断、断片化されており、生育数が各比較例(バルキング解消剤無添加の場合)に比べて減少した。さらに、上澄液の濁度が低下し、原生動物の運動への影響も認められなかった。
一方、各比較例では、糸状性細菌は断片化されず、生育数も実施例に比べて多かった。また、上澄液の濁度も実施例比べて高かった。
As is clear from Tables 1 to 8, the sludge sedimentation was improved in each example. Moreover, when the state of the fungus body was observed with a phase-contrast microscope, the filamentous body of each filamentous bacterium was cut and fragmented, and the number of growth decreased compared to each comparative example (when no bulking-eliminating agent was added). . Furthermore, the turbidity of the supernatant decreased and no effect on the movement of protozoa was observed.
On the other hand, in each comparative example, filamentous bacteria were not fragmented, and the number of growth was larger than in the examples. Moreover, the turbidity of the supernatant was also higher than in the examples.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2008131129A JP5094548B2 (en) | 2007-05-23 | 2008-05-19 | Bulking remover |
Applications Claiming Priority (3)
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JP2007136581 | 2007-05-23 | ||
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JP2008131129A JP5094548B2 (en) | 2007-05-23 | 2008-05-19 | Bulking remover |
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JP2017154033A (en) * | 2016-02-29 | 2017-09-07 | ハイモ株式会社 | Active sludge settling method |
JP2018149465A (en) * | 2017-03-10 | 2018-09-27 | ハイモ株式会社 | Oil-containing wastewater treatment method |
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JPH0665329A (en) * | 1993-06-22 | 1994-03-08 | Mitsubishi Kasei Corp | Vinylamine copolymer flocculant |
JPH10244287A (en) * | 1997-03-05 | 1998-09-14 | Nippon Soda Co Ltd | Bulking controlling agent of activated sludge and controlling method |
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JPH0665329A (en) * | 1993-06-22 | 1994-03-08 | Mitsubishi Kasei Corp | Vinylamine copolymer flocculant |
JPH10244287A (en) * | 1997-03-05 | 1998-09-14 | Nippon Soda Co Ltd | Bulking controlling agent of activated sludge and controlling method |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2017154033A (en) * | 2016-02-29 | 2017-09-07 | ハイモ株式会社 | Active sludge settling method |
JP2018149465A (en) * | 2017-03-10 | 2018-09-27 | ハイモ株式会社 | Oil-containing wastewater treatment method |
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