JPH0924379A - Treatment of waste water - Google Patents
Treatment of waste waterInfo
- Publication number
- JPH0924379A JPH0924379A JP17834895A JP17834895A JPH0924379A JP H0924379 A JPH0924379 A JP H0924379A JP 17834895 A JP17834895 A JP 17834895A JP 17834895 A JP17834895 A JP 17834895A JP H0924379 A JPH0924379 A JP H0924379A
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- Prior art keywords
- nitrogen
- wastewater
- compd
- concentration
- treatment
- 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.)
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- Treatment Of Water By Oxidation Or Reduction (AREA)
- Physical Water Treatments (AREA)
- Removal Of Specific Substances (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、第4級アンモニウム化
合物等の有機系窒素含有化合物を含む排水の処理方法に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating waste water containing organic nitrogen-containing compounds such as quaternary ammonium compounds.
【0002】[0002]
【従来の技術】第4級アンモニウム化合物は、従来から
有機合成試薬、触媒、表面改質剤等として広く用いられ
てきたが、近年、浸透性が強い、洗浄時の残留性が少な
い、容易に高純度品が得られる等の性質が注目され、半
導体製造工程において現像液や洗浄液として使用される
ようになってきている。特に、高解像度のポジ型フォト
レジストに含まれるナフトキノンジアジド誘導体が光分
解した際に生成されるインデンカルボン酸を、溶解除去
する際に最適な物質とされている。2. Description of the Related Art Quaternary ammonium compounds have been widely used as organic synthesis reagents, catalysts, surface modifiers, etc. in recent years, but in recent years, they have strong penetrability, little residual property during washing, and are easily Attention has been paid to properties such as high-purity products, and they have come to be used as a developing solution or a cleaning solution in a semiconductor manufacturing process. In particular, it is considered to be an optimum substance for dissolving and removing indenecarboxylic acid generated when a naphthoquinonediazide derivative contained in a high-resolution positive photoresist is photolyzed.
【0003】最近では、半導体生産量の増加や製造プロ
セスの複雑化により、水酸化テトラメチルアンモニウム
(TMAH)やコリン([HOCH2 CH2 N(CH3 )3 ] + O
H- )等の第4級アンモニウム化合物の使用量が急増し
ており、これに伴って第4級アンモニウム化合物を含む
排水も増加している。第4級アンモニウム化合物は窒素
を含有し、河川等にそのまま放流すると湖沼や海洋が富
栄養化し、赤潮等を引起こす可能性があるため、何等か
の処理を施す必要がある。Recently, due to an increase in semiconductor production and a complicated manufacturing process, tetramethylammonium hydroxide (TMAH) and choline ([HOCH 2 CH 2 N (CH 3 ) 3 ] + O) are produced.
The amount of quaternary ammonium compounds such as H − ) is rapidly increasing, and accompanying this, the amount of wastewater containing quaternary ammonium compounds is also increasing. The quaternary ammonium compound contains nitrogen, and if it is directly discharged into a river or the like, it may cause eutrophication in lakes and oceans and cause red tides, so it is necessary to perform some treatment.
【0004】上述したような第4級アンモニウム化合物
を含む排水の処理方法としては、活性汚泥法といった微
生物を用いた処理方法や濃縮して焼却する方法等が知ら
れている。しかし、前者の方法はプロセスが複雑で設備
が過大となるほか、処理反応が遅いために排水の迅速処
理ができない、微生物を取扱うために排水の組成や濃度
等の運転管理に十分に注意しなければならない等といっ
た問題を有している。また、後者の方法では逆浸透膜や
イオン交換樹脂等を用いて排水を濃縮した後に焼却処理
するが、この際に発生する窒素酸化物等のガス処理が必
要になる等の問題があった。As a method for treating the wastewater containing the quaternary ammonium compound as described above, there are known a treatment method using microorganisms such as an activated sludge method and a method of concentrating and incinerating. However, in the former method, the process is complicated and the equipment is too large, and the wastewater cannot be swiftly treated because the treatment reaction is slow.Because microorganisms are handled, it is necessary to pay close attention to the operational management of the wastewater composition and concentration. It has problems such as having to do it. Further, in the latter method, wastewater is concentrated by using a reverse osmosis membrane, an ion exchange resin or the like and then incinerated, but there is a problem that gas treatment of nitrogen oxides generated at this time is required.
【0005】[0005]
【発明が解決しようとする課題】上述したように、第4
級アンモニウム化合物等の有機系窒素含有化合物を含む
排水の処理において、活性汚泥法は処理設備が過大とな
ると共に処理速度が遅く、さらに運転管理が繁雑等とい
った問題を有しており、また焼却処理方法はガス処理が
必要になる等の問題を有していた。As described above, the fourth problem
In the treatment of wastewater containing organic nitrogen-containing compounds such as high-grade ammonium compounds, the activated sludge method has problems that the treatment facility is too large and the treatment speed is slow, and that operation management is complicated. The method had problems such as the need for gas treatment.
【0006】本発明は、このような課題に対処するため
になされたもので、第4級アンモニウム化合物やそれに
類似したアミン類等の有機系窒素含有化合物を、簡易な
処理設備で、かつ周囲の環境等に影響を与えることな
く、短時間で効率よく分解処理することを可能にし、か
つ排水中の窒素分を効率よくかつ安定して除去すること
を可能にした排水の処理方法を提供することを目的とし
ている。The present invention has been made in order to solve such a problem, and is capable of treating organic nitrogen-containing compounds such as quaternary ammonium compounds and amines similar thereto with simple treatment equipment and in the surrounding environment. To provide a wastewater treatment method capable of efficiently decomposing in a short time without affecting the environment, etc., and efficiently and stably removing nitrogen components in wastewater. It is an object.
【0007】[0007]
【課題を解決するための手段と作用】本発明の排水の処
理方法は、有機系窒素含有化合物を含む排水を処理する
にあたり、前記排水にペルオキソ二硫酸類を添加した後
に紫外線を照射して、前記有機系窒素含有化合物を分解
する第1の分解工程と、前記有機系窒素含有化合物の分
解生成物のうち含窒素化合物をさらに分解して、窒素分
を窒素ガスとして除去する第2の分解工程とを有するこ
とを特徴としている。Means and Actions for Solving the Problems The method for treating wastewater according to the present invention is, when treating wastewater containing an organic nitrogen-containing compound, irradiating ultraviolet rays after adding peroxodisulfate to the wastewater, A first decomposition step of decomposing the organic nitrogen-containing compound, and a second decomposition step of further decomposing a nitrogen-containing compound among decomposition products of the organic nitrogen-containing compound to remove nitrogen as nitrogen gas. It is characterized by having and.
【0008】本発明の排水処理方法は、有機系窒素含有
化合物を含む排水を処理する方法であり、処理対象とな
る有機系窒素含有化合物としては、例えば第4級アンモ
ニウム化合物およびそれに類似したアミン類等から選ば
れる少なくとも 1種が挙げられる。処理対象となる第4
級アンモニウム化合物としては、例えば水酸化テトラメ
チルアンモニウム(TMAH)、水酸化テトラブチルア
ンモニウム(TBAH)、コリン([HOCH2 CH2 N(CH3 )
3 ] + OH- )等の水酸化第4級アンモニウムやその硫酸
塩、塩酸塩、硝酸塩等の無機塩類、酢酸塩等の有機塩類
等が挙げられる。また、処理対象となるアミン類として
は、トリメチルアミン、ジメチルアミン、エチルメチル
アミン、エタノールアミン等の脂肪族アミン、アニリ
ン、o-トルイジン等の芳香族アミンや、それらの硫酸
塩、塩酸塩、硝酸塩等の無機塩類、酢酸塩等の有機塩類
等が挙げられる。処理対象の第4級アンモニウム化合物
やアミン類等の有機系窒素含有化合物は、排水中に単独
で存在していてもよいし、また2種以上の混合物として
存在していてもよい。The wastewater treatment method of the present invention is a method of treating wastewater containing an organic nitrogen-containing compound, and examples of the organic nitrogen-containing compound to be treated include quaternary ammonium compounds and amines similar thereto. At least one selected from the following. Fourth to be processed
Examples of the quaternary ammonium compound include tetramethylammonium hydroxide (TMAH), tetrabutylammonium hydroxide (TBAH), choline ([HOCH 2 CH 2 N (CH 3 )).
3] + OH -) quaternary ammonium or its sulfate hydroxide such as hydrochloride, inorganic salts nitrate, and organic salts such as acetate salts. The amines to be treated include aliphatic amines such as trimethylamine, dimethylamine, ethylmethylamine and ethanolamine, aromatic amines such as aniline and o-toluidine, and their sulfates, hydrochlorides, nitrates, etc. Inorganic salts, organic salts such as acetate, and the like. The organic nitrogen-containing compound to be treated, such as a quaternary ammonium compound and amines, may be present in the wastewater alone or as a mixture of two or more kinds.
【0009】排水中の有機系窒素含有化合物の濃度は、
0.5〜 10g/lの範囲であることが好ましい。特に、有機
系窒素含有化合物の濃度が低すぎると、紫外線照射処理
後の分解生成物に占める窒素酸化物、特に硝酸イオンの
割合が大きくなり、その後の分解工程(第2の分解工
程)が困難になると同時に、処理効率が低下して処理設
備と処理費用の増大を招くため、例えば逆浸透膜のよう
な分離膜やイオン交換樹脂等を用いて、上記濃度範囲ま
で濃縮することが好ましい。使用する逆浸透膜の材質
は、排水の性状にもよるが、アセチルセルロース系、芳
香族ポリアミド系等が例として挙げられる。処理対象と
なる排水中に逆浸透膜等による濃縮操作を妨げたり、濃
縮効率を低下させるような物質、例えばコロイド性の有
機物あるいは無機物等が存在する場合には、それらの物
質を凝集沈殿法、凝集ろ過法、限外ろ過膜法等により除
去する等の前処理を行ってもよい。また、排水のpHが逆
浸透膜等による濃縮操作に影響を与える場合には、予め
排水のpHを調整してもよい。The concentration of the organic nitrogen-containing compound in the wastewater is
It is preferably in the range of 0.5 to 10 g / l. In particular, if the concentration of the organic nitrogen-containing compound is too low, the proportion of nitrogen oxides, especially nitrate ions in the decomposition products after the ultraviolet irradiation treatment becomes large, and the subsequent decomposition step (second decomposition step) becomes difficult. At the same time, since the treatment efficiency is lowered and the treatment equipment and the treatment cost are increased, it is preferable to concentrate to the above concentration range by using a separation membrane such as a reverse osmosis membrane or an ion exchange resin. The material of the reverse osmosis membrane to be used depends on the properties of drainage, but examples thereof include acetyl cellulose type and aromatic polyamide type. If the wastewater to be treated interferes with the concentration operation by a reverse osmosis membrane or the like, or if there are substances that reduce the concentration efficiency, such as colloidal organic substances or inorganic substances, the substances are aggregated and precipitated, Pretreatment such as removal by a coagulation filtration method or an ultrafiltration membrane method may be performed. Further, when the pH of the wastewater affects the concentration operation by the reverse osmosis membrane or the like, the pH of the wastewater may be adjusted in advance.
【0010】なお、本発明により処理する排水中には、
上記したような有機系窒素含有化合物以外の成分、例え
ばアルコール等の有機溶剤、ナフトキノンジアジド誘導
体等の感光性樹脂に由来するインデンカルボン酸等の化
合物が共存していてもよく、同時に分解可能である場合
もあるが、それら他の成分が有機系窒素含有化合物の分
解処理を妨げる場合には、予め除去することが好まし
い。In the wastewater treated according to the present invention,
Components other than the organic nitrogen-containing compound as described above, for example, an organic solvent such as alcohol, a compound such as indenecarboxylic acid derived from a photosensitive resin such as a naphthoquinonediazide derivative may coexist and can be decomposed at the same time. In some cases, if these other components interfere with the decomposition treatment of the organic nitrogen-containing compound, it is preferable to remove them in advance.
【0011】本発明の排水処理方法においては、まず第
1の分解工程として、上述した第4級アンモニウム化合
物やアミン類等の有機系窒素含有化合物を含む排水に、
例えばペルオキソ二硫酸カリウム(K2 S 2 O 8 )やペル
オキソ二硫酸ナトリウム(Na2 S 2 O 8 )等のペルオキ
ソ二硫酸類を添加した後、紫外線ランプ等から発した紫
外線を照射する。このように、ペルオキソ二硫酸類を添
加した後に紫外線を照射すると、ペルオキソ二硫酸類は
以下のように酸化反応に富む活性種等を生成し、この活
性種が排水中の有機系窒素含有化合物を含む有機物を酸
化分解する。In the wastewater treatment method of the present invention, first, as a first decomposition step, wastewater containing an organic nitrogen-containing compound such as the above-mentioned quaternary ammonium compound and amines,
For example, after adding peroxodisulfates such as potassium peroxodisulfate (K 2 S 2 O 8 ) and sodium peroxodisulfate (Na 2 S 2 O 8 ), ultraviolet rays emitted from an ultraviolet lamp or the like are irradiated. Thus, when ultraviolet rays are irradiated after adding peroxodisulfuric acid, peroxodisulfuric acid produces active species rich in oxidation reaction as described below, and this active species removes organic nitrogen-containing compounds in wastewater. It oxidizes and decomposes the organic substances it contains.
【0012】[0012]
【化1】 上述したペルオキソ二硫酸類の排水に対する添加量は、
排水中の有機系窒素含有化合物の 2.5〜20倍モルとする
ことが好ましい。ペルオキソ二硫酸類の添加量が上記範
囲内であると、紫外線照射処理によって生じる分解生成
物に占めるアンモニアや低分子量アミン類等の割合が非
常に大きくなり、その後の分解工程(第2の工程)を容
易に実施することが可能となる。すなわち、本発明の排
水の処理方法においては、第1の分解工程で有機系窒素
含有化合物の分解生成物として、主にアンモニアや低分
子量アミン類等を生成することが重要である。Embedded image The amount of the above-mentioned peroxodisulfate added to the wastewater is
The amount is preferably 2.5 to 20 times the mol of the organic nitrogen-containing compound in the waste water. When the amount of peroxodisulfate added is within the above range, the proportion of ammonia, low molecular weight amines, etc. in the decomposition products generated by the ultraviolet irradiation treatment becomes very large, and the decomposition step (second step) thereafter. Can be easily implemented. That is, in the wastewater treatment method of the present invention, it is important to mainly produce ammonia, low molecular weight amines or the like as a decomposition product of the organic nitrogen-containing compound in the first decomposition step.
【0013】例えば、ペルオキソ二硫酸類の添加量が有
機系窒素含有化合物の20倍モルを超えると、紫外線照射
処理によって生じる分解生成物に占める窒素酸化物NOx
の割合が大きくなる。窒素酸化物NOx は強力な還元剤を
用いることによって、還元して窒素ガスにすることは可
能であるものの、処理コストや処理時間の増大を招いて
しまう。これに対して、アンモニアや低分子量アミン類
等は化学的に分解可能であり、窒素分を容易に窒素ガス
として除去することができる。なお、ペルオキソ二硫酸
類の添加量が有機系窒素含有化合物の 2.5倍モル未満で
あると、有機系窒素含有化合物の処理速度の低下等を招
く。For example, if the amount of peroxodisulfate added exceeds 20 times the molar amount of the organic nitrogen-containing compound, the nitrogen oxide NO x occupies the decomposition products generated by the ultraviolet irradiation treatment.
Ratio increases. Nitrogen oxide NO x can be reduced to nitrogen gas by using a strong reducing agent, but this causes an increase in processing cost and processing time. On the other hand, ammonia, low molecular weight amines and the like can be chemically decomposed, and the nitrogen content can be easily removed as nitrogen gas. If the amount of peroxodisulfate added is less than 2.5 times the molar amount of the organic nitrogen-containing compound, the treatment rate of the organic nitrogen-containing compound will be reduced.
【0014】すなわち、有機系窒素含有化合物の紫外線
照射処理による分解効率や分解生成物の種類は、排水中
における有機系窒素含有化合物の濃度とペルオキソ二硫
酸類の添加量とに大きく依存し、排水中の有機系窒素含
有化合物濃度とペルオキソ二硫酸類濃度とが共に高い場
合に、有機系窒素含有化合物の分解効率を高めることが
できると共に、分解生成物に占めるアンモニアや低分子
量アミン類等の割合を大きくでき、対照的に窒素酸化物
NOx の割合が小さくなる。このようなことから、上述し
た範囲の排水中の有機系窒素含有化合物の濃度やペルオ
キソ二硫酸類の添加量を満足させることが望ましい。That is, the decomposition efficiency and the type of decomposition products of the organic nitrogen-containing compound by the ultraviolet irradiation treatment largely depend on the concentration of the organic nitrogen-containing compound in the wastewater and the added amount of peroxodisulfate, and When both the organic nitrogen-containing compound concentration and the peroxodisulfate concentration in the product are high, the decomposition efficiency of the organic nitrogen-containing compound can be increased and the proportion of ammonia and low molecular weight amines in the decomposition products Can be made larger, in contrast to nitrogen oxides
The proportion of NO x decreases. Therefore, it is desirable to satisfy the concentration of the organic nitrogen-containing compound in the wastewater and the amount of the peroxodisulfate added in the wastewater within the above-mentioned range.
【0015】本発明の第1の分解工程においては、上述
したように排水中の有機系窒素含有化合物が主としてモ
ノメチルアミンのような低分子量アミン類およびアンモ
ニア等と、メタノール等の低級アルコール等とに分解さ
れる。これら分解生成物のうち、低分子量アミン類やア
ンモニア等の含窒素化合物は第2の分解工程でさらに分
解され、窒素分が窒素ガスとして除去される。In the first decomposition step of the present invention, as described above, the organic nitrogen-containing compound in the waste water is mainly composed of low molecular weight amines such as monomethylamine and ammonia, and lower alcohols such as methanol. Be disassembled. Among these decomposition products, nitrogen-containing compounds such as low molecular weight amines and ammonia are further decomposed in the second decomposition step, and the nitrogen content is removed as nitrogen gas.
【0016】上記した低分子量アミン類やアンモニア等
の含窒素化合物の分解処理は、亜硝酸類(亜硝酸および
その塩)および次亜塩素酸類(次亜塩素酸およびその
塩)の少なくとも一方を用いて行うことが好ましい。例
えば、上記紫外線照射後の排水はpH 0〜 7程度の酸性状
態であるため、ここに例えば亜硝酸ナトリウムのような
亜硝酸塩を添加すると、反応が起こって亜硝酸が生成す
る。この亜硝酸は、モノメチルアミン等の低分子量アミ
ン類を分解し、窒素ガス、低級アルコール、水等を生成
する。同様に、例えば次亜塩素酸ナトリウムのような次
亜塩素酸塩を添加すると、アンモニアが酸化分解されて
窒素ガス等が生成する。The above-mentioned decomposition treatment of nitrogen-containing compounds such as low molecular weight amines and ammonia uses at least one of nitrous acid (nitrous acid and its salt) and hypochlorous acid (hypochlorous acid and its salt). It is preferable to carry out. For example, since the waste water after the irradiation with ultraviolet rays is in an acidic state of about pH 0 to 7, when a nitrite salt such as sodium nitrite is added thereto, a reaction occurs and nitrous acid is produced. This nitrous acid decomposes low molecular weight amines such as monomethylamine to produce nitrogen gas, lower alcohol, water and the like. Similarly, when a hypochlorite such as sodium hypochlorite is added, ammonia is oxidatively decomposed to generate nitrogen gas and the like.
【0017】有機系窒素含有化合物の分解により生じる
生成物は、低分子量アミン類とアンモニアとを主とする
ため、亜硝酸類と次亜塩素酸類を共に添加することが好
ましい。また、亜硝酸類と次亜塩素酸類の添加は同時に
行ってもよいが、別々に行うことが好ましい。亜硝酸類
や次亜塩素酸類の添加量は、有機系窒素含有化合物の分
解により生じた低分子量アミン類やアンモニアに対して
2〜25当量程度とすることが好ましい。Since the products produced by the decomposition of the organic nitrogen-containing compound are mainly low molecular weight amines and ammonia, it is preferable to add nitrites and hypochlorous acid together. Further, the nitrites and the hypochlorous acid may be added at the same time, but it is preferable to add them separately. The amount of nitrites and hypochlorous acid added is based on the low molecular weight amines and ammonia generated by the decomposition of organic nitrogen-containing compounds.
It is preferably about 2 to 25 equivalents.
【0018】上記した第2の分解工程において、亜硝酸
類や次亜塩素酸類の添加により生成した窒素ガスは、自
然脱気により除去するようにしてもよいが、例えば空気
によるバブリング等の曝気を行うことによって、排水中
から速かに除去することも可能である。In the above-mentioned second decomposition step, the nitrogen gas generated by the addition of nitrites and hypochlorous acid may be removed by natural deaeration. For example, aeration such as bubbling with air may be used. By doing so, it is possible to quickly remove it from the wastewater.
【0019】このように、本発明の排水の処理方法によ
れば、排水中に含まれる第4級アンモニウム化合物やそ
れに類似したアミン類等の有機系窒素含有化合物を第1
の分解工程で、主として低分子量アミン類やアンモニア
等に変換した後、これら低分子量アミン類やアンモニア
等を第2の分解工程で窒素ガスとして除去することによ
って、排水中の窒素分を簡易な処理設備で、かつ短時間
で効率よく低減することができる。As described above, according to the method for treating wastewater of the present invention, the organic nitrogen-containing compound such as a quaternary ammonium compound or amine similar to the quaternary ammonium compound contained in the wastewater is used as the first component.
In the decomposition step of, the low molecular weight amines, ammonia, etc. are mainly converted, and then the low molecular weight amines, ammonia, etc. are removed as nitrogen gas in the second decomposition step, so that the nitrogen content in the wastewater can be easily treated. It can be efficiently reduced with equipment in a short time.
【0020】[0020]
【実施例】次に、本発明の実施例について説明する。EXAMPLES Next, examples of the present invention will be described.
【0021】実施例1 この実施例による排水の処理工程を図1に従って説明す
る。この実施例では、シリコンウエハの現像工程で使用
されたTMAHを主として含む半導体製造工程排水を処
理対象とした。この排水の性状は、TMAH濃度が 0.1
2g/l、全窒素濃度が0.018g/l、pHが 9.3であった。ま
た、この被処理排水中には、TMAH以外に感光性樹脂
に由来すると思われる有機物や2-プロパノール等が含ま
れていた。まず、上記被処理排水1を逆浸透膜を用いた
濃縮槽2でTMAH濃度が1.1g/l、全窒素濃度が 0.17g
/lとなるように濃縮した。次いで、この前処理(濃縮処
理)した被処理排水3 500mlを紫外線分解槽4に導入し
た。紫外線分解槽4の内部には、出力 30Wの低圧水銀ラ
ンプが設置されており、主波長 254nmの紫外線を照射す
ることができるようになっている。紫外線分解槽4にお
いて、まず前処理した被処理排水3にペルオキソ二硫酸
カリウム9g、すなわち前処理した被処理排水3中のTM
AHモル数の 5倍量を添加し、被処理排水3を撹拌しな
がら上記紫外線を 1時間照射した。Example 1 The process of treating wastewater according to this example will be described with reference to FIG. In this example, wastewater in the semiconductor manufacturing process mainly containing TMAH used in the developing process of the silicon wafer was treated. The property of this drainage is that the TMAH concentration is 0.1
The concentration was 2g / l, total nitrogen concentration was 0.018g / l, and pH was 9.3. In addition to TMAH, the wastewater to be treated contained organic substances and 2-propanol which are considered to be derived from the photosensitive resin. First, the TMAH concentration of the wastewater 1 to be treated is 1.1 g / l and the total nitrogen concentration is 0.17 g in a concentration tank 2 using a reverse osmosis membrane.
It concentrated so that it might become / l. Next, 3500 ml of this pretreated (concentrated) treated wastewater was introduced into the ultraviolet decomposition tank 4. A low-pressure mercury lamp with an output of 30 W is installed inside the ultraviolet decomposition tank 4 so that it can irradiate ultraviolet rays having a main wavelength of 254 nm. In the ultraviolet decomposition tank 4, first, 9 g of potassium peroxodisulfate was added to the pretreated wastewater 3, that is, TM in the pretreated wastewater 3
Five times the amount of AH moles was added and the treated wastewater 3 was irradiated with the above ultraviolet rays for 1 hour while stirring.
【0022】次に、紫外線分解槽4で分解処理された1
次処理水5を化学脱窒槽6に移し、亜硝酸ナトリウム5g
を添加した後、空気でバブリングしながら撹拌した。約
15分間のバブリングの後、さらに次亜塩素酸ナトリウム
5gを添加し、空気でバブリングしながら15分間撹拌し
た。この後、化学脱窒槽6から処理水7を排出した。Next, 1 was decomposed in the ultraviolet decomposition tank 4
Transfer the next treated water 5 to the chemical denitrification tank 6, and add 5g of sodium nitrite.
Was added, and the mixture was stirred while bubbling with air. about
After bubbling for 15 minutes, sodium hypochlorite was added.
5 g was added and stirred for 15 minutes while bubbling with air. Then, the treated water 7 was discharged from the chemical denitrification tank 6.
【0023】このような 2段階処理により得た処理水7
の性状を、イオンクロマトグラフ法等を用いて調べた。
その結果、TMAH濃度は0.095g/lと処理前の濃度(前
処理後の濃度)に対して約9%となっていた。また、全窒
素濃度は0.025g/lと処理前の濃度(前処理後の濃度)に
対して約 15%となり、窒素分が大幅に減少していること
を確認した。Treated water 7 obtained by such a two-step treatment
Was examined by using an ion chromatography method or the like.
As a result, the TMAH concentration was 0.095 g / l, which was about 9% of the concentration before treatment (concentration after pretreatment). The total nitrogen concentration was 0.025 g / l, which was about 15% of the concentration before treatment (concentration after pretreatment), confirming that the nitrogen content was significantly reduced.
【0024】実施例2 上記実施例1において、被処理排水1の濃縮後のTMA
H濃度(および全窒素濃度)とペルオキソ二硫酸カリウ
ムの添加量を代える以外は、実施例1と同様にして排水
処理を行った。表1にTMAH濃度とペルオキソ二硫酸
カリウムの添加量、およびそれらの組合せにおける処理
後の全窒素濃度の減少率、すなわちTMAHの分解効率
および分解生成物の除去効率を示す。なお、全窒素濃度
の減少率は以下の式にしたがって求めた。Example 2 In Example 1 above, TMA after concentration of the wastewater 1 to be treated is performed.
Wastewater treatment was performed in the same manner as in Example 1 except that the H concentration (and total nitrogen concentration) and the addition amount of potassium peroxodisulfate were changed. Table 1 shows the TMAH concentration, the amount of potassium peroxodisulfate added, and the reduction rate of the total nitrogen concentration after the treatment in the combination thereof, that is, the TMAH decomposition efficiency and the decomposition product removal efficiency. The reduction rate of the total nitrogen concentration was calculated according to the following formula.
【0025】[0025]
【数1】 [Equation 1]
【表1】 表1から明らかなように、排水中のTMAH濃度とペル
オキソ二硫酸カリウムの添加量とが所定の範囲内で共に
高い場合に、特に優れた処理効率が得られることが分か
る。また、ペルオキソ二硫酸カリウムの添加量をあまり
多くしすぎると、窒素分の減少率が低下することが分か
る。これは第1の分解工程での分解生成物に占める窒素
酸化物の割合が大きくなるためである。[Table 1] As is clear from Table 1, particularly excellent treatment efficiency is obtained when the TMAH concentration in the waste water and the addition amount of potassium peroxodisulfate are both high within a predetermined range. Further, it is understood that if the amount of potassium peroxodisulfate added is too large, the reduction rate of the nitrogen content decreases. This is because the proportion of nitrogen oxides in the decomposition products in the first decomposition step increases.
【0026】実施例3 まず、トリメチルアミン(N(CH3 )3 )を主として含む
排水を処理対象とした。この排水の性状は、トリメチル
アミン濃度が 0.20g/l、全窒素濃度が0.051g/l、pHが
8.0であった。このような被処理排水を逆浸透膜を用い
た濃縮槽で、トリメチルアミン濃度が1.6g/l、全窒素濃
度が 0.41g/lとなるように濃縮した。次いで、この前処
理(濃縮処理)した被処理排水 500mlを紫外線分解槽に
導入した。紫外線分解槽において、まず前処理した被処
理排水にペルオキソ二硫酸カリウム19g、すなわち前処
理した被処理排水中のトリメチルアミンモル数の 5倍量
を添加し、被処理排水を撹拌しながら実施例1と同様の
紫外線を 1時間照射した。Example 3 First, wastewater mainly containing trimethylamine (N (CH 3 ) 3 ) was treated. The properties of this wastewater are as follows: trimethylamine concentration 0.20g / l, total nitrogen concentration 0.051g / l, pH
8.0. Such treated wastewater was concentrated in a concentration tank using a reverse osmosis membrane so that the trimethylamine concentration was 1.6 g / l and the total nitrogen concentration was 0.41 g / l. Next, 500 ml of this pretreated (concentrated) treated wastewater was introduced into the ultraviolet decomposition tank. In the ultraviolet decomposition tank, first, 19 g of potassium peroxodisulfate was added to the pretreated wastewater, that is, 5 times the number of moles of trimethylamine in the pretreated wastewater was added, and the treated wastewater was agitated as in Example 1. The same ultraviolet light was irradiated for 1 hour.
【0027】次に、紫外線分解槽で分解処理された1次
処理水を化学脱窒槽に移し、亜硝酸ナトリウム 10gを添
加した後、空気でバブリングしながら撹拌した。約15分
間のバブリングの後、さらに次亜塩素酸ナトリウム 10g
を添加し、空気でバブリングしながら15分間撹拌した。
この後、化学脱窒槽から処理水を排出した。Next, the primary treated water decomposed in the ultraviolet decomposition tank was transferred to a chemical denitrification tank, 10 g of sodium nitrite was added thereto, and the mixture was stirred while bubbling with air. After bubbling for about 15 minutes, sodium hypochlorite 10g
Was added and the mixture was stirred for 15 minutes while bubbling with air.
Then, the treated water was discharged from the chemical denitrification tank.
【0028】このような 2段階処理により得た処理水の
性状を、イオンクロマトグラフ法等を用いて調べた。そ
の結果、トリメチルアミン濃度は0.096g/lと処理前の濃
度(前処理後の濃度)に対して約6%となっていた。ま
た、全窒素濃度は0.040g/lと処理前の濃度(前処理後の
濃度)に対して約 10%となり、窒素分が大幅に減少して
いることを確認した。The properties of the treated water obtained by such a two-step treatment were investigated by using an ion chromatography method or the like. As a result, the trimethylamine concentration was 0.096 g / l, which was about 6% of the concentration before treatment (concentration after pretreatment). In addition, the total nitrogen concentration was 0.040 g / l, which was about 10% of the concentration before treatment (concentration after pretreatment), confirming that the nitrogen content was significantly reduced.
【0029】なお、上記各実施例においては、TMAH
を主として含む排水およびトリメチルアミンを主として
含む排水の処理を例として説明したが、それら以外の第
4級アンモニウム化合物やアミン類を含む排水について
も、同様に処理が可能であった。In each of the above embodiments, TMAH
Although the treatment of the wastewater mainly containing trimethylamine and the wastewater mainly containing trimethylamine has been described as an example, the wastewater containing other quaternary ammonium compounds and amines can be similarly treated.
【0030】[0030]
【発明の効果】以上説明したように、本発明の排水の処
理方法によれば、簡易な処理設備・装置で、第4級アン
モニウム化合物やそれに類似したアミン類等の有機系窒
素含有化合物を効率よく、また周囲の環境等に影響を与
えることなく、安定かつ安価に分解処理することがで
き、さらには排水中の窒素分を効率よくかつ安定して除
去することが可能となる。よって、水質の重要な指標の
一つである全窒素濃度を極めて低くすることができた
め、安全に河川等に放流することが可能となる。As described above, according to the wastewater treatment method of the present invention, the organic nitrogen-containing compound such as a quaternary ammonium compound or similar amines can be efficiently treated with a simple treatment facility / apparatus. In addition, the decomposition treatment can be carried out stably and inexpensively without affecting the surrounding environment and the nitrogen content in the wastewater can be efficiently and stably removed. Therefore, the total nitrogen concentration, which is one of the important indicators of water quality, can be made extremely low, so that it can be safely discharged to rivers and the like.
【図1】 本発明の一実施例による排水の処理工程を示
す図である。FIG. 1 is a diagram showing a wastewater treatment process according to an embodiment of the present invention.
1……被処理排水 2……濃縮槽 3……前処理した被処理排水 4……紫外線分解槽 5……1次処理水 6……化学脱窒槽 7……処理水 1 ... Treated wastewater 2 ... Concentration tank 3 ... Pretreated wastewater 4 ... UV decomposition tank 5 ... Primary treated water 6 ... Chemical denitrification tank 7 ... Treated water
Claims (1)
するにあたり、 前記排水にペルオキソ二硫酸類を添加した後に紫外線を
照射して、前記有機系窒素含有化合物を分解する第1の
分解工程と、 前記有機系窒素含有化合物の分解生成物のうち含窒素化
合物をさらに分解して、窒素分を窒素ガスとして除去す
る第2の分解工程とを有することを特徴とする排水の処
理方法。1. When treating wastewater containing an organic nitrogen-containing compound, a first decomposition step of decomposing the organic nitrogen-containing compound by irradiating with ultraviolet rays after adding peroxodisulfate to the wastewater, A second decomposition step of further decomposing the nitrogen-containing compound among the decomposition products of the organic nitrogen-containing compound to remove the nitrogen content as nitrogen gas.
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Cited By (3)
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---|---|---|---|---|
CN105668880A (en) * | 2016-02-26 | 2016-06-15 | 同济大学 | Method for controlling chlorinated nitrogenous disinfection byproduct in water |
WO2020136963A1 (en) * | 2018-12-27 | 2020-07-02 | オルガノ株式会社 | Sterilization method for water system, method of removing nitrosamine compound from water system and drinking water production method |
JP2020104093A (en) * | 2018-12-27 | 2020-07-09 | オルガノ株式会社 | Sterilization method for aqueous system and removal method for aqueous nitrosamine compound |
-
1995
- 1995-07-14 JP JP17834895A patent/JPH0924379A/en not_active Withdrawn
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105668880A (en) * | 2016-02-26 | 2016-06-15 | 同济大学 | Method for controlling chlorinated nitrogenous disinfection byproduct in water |
WO2017143992A1 (en) * | 2016-02-26 | 2017-08-31 | 同济大学 | Method for controlling chlorinated nitrogen-containing disinfection by-product in water |
CN105668880B (en) * | 2016-02-26 | 2018-06-26 | 同济大学 | A kind of method of chloro nitrogenous disinfection byproducts in control water |
US10723644B2 (en) | 2016-02-26 | 2020-07-28 | Tongji University | Method for controlling chlorinated nitrogen-containing disinfection by-product in water |
WO2020136963A1 (en) * | 2018-12-27 | 2020-07-02 | オルガノ株式会社 | Sterilization method for water system, method of removing nitrosamine compound from water system and drinking water production method |
JP2020104093A (en) * | 2018-12-27 | 2020-07-09 | オルガノ株式会社 | Sterilization method for aqueous system and removal method for aqueous nitrosamine compound |
CN113226995A (en) * | 2018-12-27 | 2021-08-06 | 奥加诺株式会社 | Method for sterilizing water system, method for removing nitrosamine compound in water system, and method for producing drinking water |
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