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JPS6041999B2 - Wastewater purification method - Google Patents

Wastewater purification method

Info

Publication number
JPS6041999B2
JPS6041999B2 JP13023478A JP13023478A JPS6041999B2 JP S6041999 B2 JPS6041999 B2 JP S6041999B2 JP 13023478 A JP13023478 A JP 13023478A JP 13023478 A JP13023478 A JP 13023478A JP S6041999 B2 JPS6041999 B2 JP S6041999B2
Authority
JP
Japan
Prior art keywords
ozone
hydrogen peroxide
wastewater
amount
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.)
Expired
Application number
JP13023478A
Other languages
Japanese (ja)
Other versions
JPS5556889A (en
Inventor
繁樹 中山
敬典 難波
謙治 江崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric Corp
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
Application filed by Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP13023478A priority Critical patent/JPS6041999B2/en
Publication of JPS5556889A publication Critical patent/JPS5556889A/en
Publication of JPS6041999B2 publication Critical patent/JPS6041999B2/en
Expired legal-status Critical Current

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  • Treatment Of Water By Oxidation Or Reduction (AREA)

Description

【発明の詳細な説明】 この発明は、オゾンによつて排水を浄化する方法に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for purifying wastewater with ozone.

近年、水質汚濁防止や水資源確保のため、工場排水や都
市下水などの高度処理の必要性が高まり、種々の高度処
理技術の開発が試みられている。
In recent years, the need for advanced treatment of industrial wastewater, urban sewage, etc. has increased in order to prevent water pollution and secure water resources, and attempts have been made to develop various advanced treatment technologies.

工場排水や都市下水などの高度処理に際しては、溶解性
有機物の効果的除去か主要な技術課題の一つである。溶
解性有機物の除去法の一般的方法として、活性汚泥法、
散水炉床法、生物ろ過法、回転円板法、接触酸化法など
の生物処理法があるが、この処理法は原理上、高度な処
理が困難であり、特にCOD(化学的酸素要求量)の充
分な除去ができない場合がある。
In advanced treatment of industrial wastewater and urban sewage, one of the major technical issues is the effective removal of soluble organic matter. Activated sludge method,
There are biological treatment methods such as the watering hearth method, biological filtration method, rotating disk method, and contact oxidation method, but these treatment methods are difficult to perform sophisticated treatment in principle, especially when COD (chemical oxygen demand) may not be able to be removed sufficiently.

しかも、更に高度な処理が必要なときは、活性炭吸着や
オゾン処理による工程を加えなければならない。オゾン
処理は、オゾンの持つ強力な酸化力を利用して有機物を
酸化分解させるものである。
Moreover, if more advanced treatment is required, steps such as activated carbon adsorption and ozone treatment must be added. Ozone treatment uses the strong oxidizing power of ozone to oxidize and decompose organic substances.

オゾンは三つの酸素原子からなる分子で、酸素または空
気を原料として放電により容易に得られること、排水中
に残留しても比較的短時間て酸素分子に分解されるため
、二次的汚染の心配が少ないことなど、水処理に用いる
薬剤としてはすぐれた特性を持つている。しかし、オゾ
ンの酸力をもつてしても、全ての有機物を酸化分解でき
ない。
Ozone is a molecule consisting of three oxygen atoms, and it can be easily obtained by electrical discharge using oxygen or air as a raw material, and even if it remains in wastewater, it is decomposed into oxygen molecules in a relatively short time, so it does not cause secondary pollution. It has excellent properties as a chemical used for water treatment, such as being worry-free. However, even with the acid power of ozone, it is not possible to oxidize and decompose all organic substances.

一般的に言えば、エチレン結合などの不飽和結合の開裂
には有効であるが、飽和化合物の酸化には、その反応速
度論的に限界がある。これは、染色工場排水その他の着
色排水の脱色には有効であるが、CODやTOC(全有
機性炭素)の除去には限度があるという評価になつて表
われる。また、汚濁成分濃度が低い排水を処理しようと
する高度処理においては、気泡塔などの実用オゾン反応
槽を用いると、オゾン・の排水への吸収率が悪くなり、
オゾンの有効利用の点で実用上問題があつた。本発明者
等は、紫外線照射または過酸化水素の添加によつてオゾ
ン処理における問題点が解消されることを既に知得して
いる。
Generally speaking, it is effective in cleaving unsaturated bonds such as ethylene bonds, but there is a limit to the oxidation of saturated compounds due to its reaction kinetics. This is reflected in the evaluation that although it is effective in decolorizing dye factory wastewater and other colored wastewater, there is a limit to the removal of COD and TOC (total organic carbon). In addition, in advanced treatment to treat wastewater with a low concentration of pollutants, if a practical ozone reaction tank such as a bubble column is used, the absorption rate of ozone into the wastewater will be poor.
There was a practical problem with the effective use of ozone. The inventors have already learned that the problems in ozone treatment can be overcome by ultraviolet irradiation or the addition of hydrogen peroxide.

この中でも、過酸化水素を添加するオゾン処理法は、従
来のオゾン処埋設備に過酸化水素添加装置を付設するの
みでよく、実用上有効な方法である。過酸化水素添加オ
ゾン処理法は、オゾンと過酸化水素の反応によつて生成
される活性な化学種を汚濁成分の酸化の開始に活用しよ
うとするものである。
Among these, the ozone treatment method in which hydrogen peroxide is added is a practically effective method because it only requires adding a hydrogen peroxide addition device to conventional ozone treatment equipment. The hydrogen peroxide addition ozonation method attempts to utilize active chemical species generated by the reaction between ozone and hydrogen peroxide to initiate the oxidation of pollutant components.

この場合、過酸化水素が過大に存在すると、活性種同士
またはそれを過酸化水素との反応などにより、結果的に
オゾン及び過酸化水素の無効消費が増大することになる
。従つて、この種のオゾン処理法においては、過酸化水
素添加量を適正にすることが実用上不可欠となる。そこ
で、本発明者等は、種々の排水に対し過酸化水素存在下
でのオゾン吸収率、処理効果などを詳細に調べ、その結
果、一定のオゾン反応槽で所定のオゾン吸収率を与える
ところで望ましい過酸化水素添加量になつていることを
見出した。
In this case, if hydrogen peroxide is present in an excessive amount, the active species may react with each other or react with hydrogen peroxide, resulting in increased ineffective consumption of ozone and hydrogen peroxide. Therefore, in this type of ozone treatment method, it is practically essential to adjust the amount of hydrogen peroxide added. Therefore, the present inventors investigated in detail the ozone absorption rate, treatment effect, etc. in the presence of hydrogen peroxide for various wastewaters, and as a result, found that it is desirable to obtain a predetermined ozone absorption rate in a certain ozone reaction tank. It was found that the amount of hydrogen peroxide added increased.

所定の吸収率とは、反応器の気液接触の状態によつて異
なるが、例えば気泡塔を用いた場合には、有効液深を適
当に選ぶことにより、95%以上となる。この発明は上
記の研究結果に着目してなされたもので、過酸化水素添
加量を適正に制御することにより、必要最少限の量のオ
ゾン及び過酸化水量によつて排水の浄化を行い得る排水
浄化方法を提供することを目的としている。以下この発
明の実施態様を図面に基づいて説明する。
Although the predetermined absorption rate differs depending on the state of gas-liquid contact in the reactor, for example, when a bubble column is used, it can be 95% or more by appropriately selecting the effective liquid depth. This invention was made based on the above research results, and by appropriately controlling the amount of hydrogen peroxide added, wastewater can be purified with the minimum necessary amount of ozone and water peroxide. The purpose is to provide a purification method. Embodiments of the present invention will be described below based on the drawings.

図面は排水浄化工程を示すもので、1はオゾン反応槽、
2はオゾン含有気体を水中に微細気泡として分散させる
ための多孔板、3はオゾン含有気体導入管、4は余剰オ
ゾン排出管、5は被処理水導入管、6は処理水出口、7
は上記余剰オゾン排出管4を流動する気体のオゾン濃度
を測定するオーゾン濃度計、8は過酸化水素注入ポンプ
で、その流量は上記オゾン濃度計7の検出出力に応じて
制御されるようになつている。
The drawing shows the wastewater purification process; 1 is an ozone reaction tank;
2 is a perforated plate for dispersing ozone-containing gas as fine bubbles in water; 3 is an ozone-containing gas inlet pipe; 4 is an excess ozone discharge pipe; 5 is a to-be-treated water inlet pipe; 6 is a treated water outlet; 7
8 is an ozone concentration meter that measures the ozone concentration of the gas flowing through the excess ozone discharge pipe 4, and 8 is a hydrogen peroxide injection pump, the flow rate of which is controlled according to the detection output of the ozone concentration meter 7. ing.

9は過酸化水素貯槽である。9 is a hydrogen peroxide storage tank.

被処理水には過酸化水素注入ポンプ8により流一量制御
された過酸化水素が混合され、これが、被処理水導入管
5を通つて反応槽1に流入する。
The water to be treated is mixed with hydrogen peroxide whose flow rate is controlled by the hydrogen peroxide injection pump 8, and this flows into the reaction tank 1 through the water to be treated pipe 5.

ここて、多孔板2から発して上昇するオゾンを含有する
微細気泡と向流的に接触しながら反応槽1の底部に達し
、処理水として出口6から排出される。反応槽1の水中
に分散した気泡中のオゾンはその上昇とともに水中に移
動し、気相中のオゾン濃度は次第に低下する。
Here, it reaches the bottom of the reaction tank 1 while coming into countercurrent contact with the fine bubbles containing ozone rising from the porous plate 2, and is discharged from the outlet 6 as treated water. Ozone in the bubbles dispersed in the water in the reaction tank 1 moves into the water as it rises, and the ozone concentration in the gas phase gradually decreases.

オゾン濃度が低下しながら上昇した気泡は反応槽1の上
部の水面に達し、余剰オゾン排出管4を経てオゾン濃度
計7に流入する。ここで、オゾン濃度が測定され、その
結果に応じて注入ポンプ8の流量制御、即ち過酸化水素
添加量の制御が行われる。例えば、測定結果が所定濃度
以下であれば、注入ポンプ8はその流速が低下するよう
に制御され、その結果自動的に過酸化水素添加量が減少
することになり、また所定濃度以上であれば、流速が増
すように注入ポンプ8が制御されて過酸化水素添加量が
増加する。このような過酸化水素添加量の自動的な制御
により添加量が常に適正となり、過酸化水素及びオゾン
が有効に使用されて排水の浄化が行われる。なお、上記
説明はオゾン反応槽として気泡塔を用いた場合について
行つたが、気泡塔以外の反応槽であつてもよい。また、
オゾン含有気体導入管3から導入されるオゾン化気体中
のオゾン濃度が変化する場合には、余剰オゾン濃度の代
わりにオゾン逸散率(余剰オゾン濃度/導入オゾン濃度
)を用いることによつて過酸化水素添加量を適正に制御
できる。以上のようにこの発明によれば、容易に過酸化
水素の添加量を適正に保つことがてき、薬剤の有効使用
によつてコストの低減が図れる。
The bubbles rising as the ozone concentration decreases reach the water surface in the upper part of the reaction tank 1 and flow into the ozone concentration meter 7 via the excess ozone discharge pipe 4. Here, the ozone concentration is measured, and the flow rate of the injection pump 8, ie, the amount of hydrogen peroxide added, is controlled according to the measurement result. For example, if the measurement result is below a predetermined concentration, the injection pump 8 is controlled to reduce its flow rate, and as a result, the amount of hydrogen peroxide added is automatically reduced; , the injection pump 8 is controlled to increase the flow rate and the amount of hydrogen peroxide added increases. By automatically controlling the amount of hydrogen peroxide added, the amount added is always appropriate, and hydrogen peroxide and ozone are used effectively to purify wastewater. In addition, although the above description was made regarding the case where a bubble column was used as the ozone reaction tank, a reaction tank other than a bubble column may be used. Also,
When the ozone concentration in the ozonized gas introduced from the ozone-containing gas introduction pipe 3 changes, the ozone dissipation rate (excess ozone concentration/introduced ozone concentration) can be used instead of the excess ozone concentration. The amount of hydrogen oxide added can be appropriately controlled. As described above, according to the present invention, the amount of hydrogen peroxide added can be easily maintained at an appropriate level, and costs can be reduced through effective use of chemicals.

また、余剰オゾン濃度検知によるオゾン吸収率に応じて
過酸化水素の添加量を制御するだけであるから、その制
御系は簡単であり、処理も安定して行われるなど、実用
上の効果が大である。
In addition, since the amount of hydrogen peroxide added is simply controlled according to the ozone absorption rate detected by excess ozone concentration, the control system is simple and the process is stable, which has great practical effects. It is.

【図面の簡単な説明】[Brief explanation of drawings]

図面はこの発明方法を実施する排水処埋設備の構成図て
ある。 1・・・・・・オゾン反応槽、2・・・・・・多孔板、
3・・・・・・オゾン含有気体導入管、4・・・・・・
余剰オゾン排出管、5・・・・・・被処理水導入管、6
・・・・・・処理水出口、7・・・・・・オゾン濃度計
、8・・・・・・過酸化水素注入ポンプ、9・・・・・
・過酸化水素貯槽。
The drawing shows the configuration of a wastewater treatment facility that implements the method of this invention. 1...Ozone reaction tank, 2...Porous plate,
3...Ozone-containing gas introduction pipe, 4...
Excess ozone discharge pipe, 5... Treated water introduction pipe, 6
...Processed water outlet, 7 ...Ozone concentration meter, 8 ...Hydrogen peroxide injection pump, 9 ...
・Hydrogen peroxide storage tank.

Claims (1)

【特許請求の範囲】[Claims] 1 排水中に含まれる汚濁成分を過酸化水素存在下でオ
ゾン処理する際、添加する過酸化水素の量を、オゾン反
応槽の余剰オゾン濃度検知によるオゾン吸収率に応じて
制御するようにしたことを特徴とする排水浄化方法。
1. When treating pollutants contained in wastewater with ozone in the presence of hydrogen peroxide, the amount of hydrogen peroxide added is controlled according to the ozone absorption rate detected by the excess ozone concentration in the ozone reaction tank. A wastewater purification method characterized by:
JP13023478A 1978-10-23 1978-10-23 Wastewater purification method Expired JPS6041999B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13023478A JPS6041999B2 (en) 1978-10-23 1978-10-23 Wastewater purification method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13023478A JPS6041999B2 (en) 1978-10-23 1978-10-23 Wastewater purification method

Publications (2)

Publication Number Publication Date
JPS5556889A JPS5556889A (en) 1980-04-26
JPS6041999B2 true JPS6041999B2 (en) 1985-09-19

Family

ID=15029311

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13023478A Expired JPS6041999B2 (en) 1978-10-23 1978-10-23 Wastewater purification method

Country Status (1)

Country Link
JP (1) JPS6041999B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6459392A (en) * 1987-08-31 1989-03-07 Seiko Epson Corp Musical sound generation circuit
JPS6466696A (en) * 1987-09-08 1989-03-13 Seiko Epson Corp Musical sound generator

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3537995B2 (en) * 1997-06-26 2004-06-14 株式会社タクマ Wastewater treatment method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6459392A (en) * 1987-08-31 1989-03-07 Seiko Epson Corp Musical sound generation circuit
JPS6466696A (en) * 1987-09-08 1989-03-13 Seiko Epson Corp Musical sound generator

Also Published As

Publication number Publication date
JPS5556889A (en) 1980-04-26

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