JPH09155359A - COD component removal method - Google Patents
COD component removal methodInfo
- Publication number
- JPH09155359A JPH09155359A JP7319096A JP31909695A JPH09155359A JP H09155359 A JPH09155359 A JP H09155359A JP 7319096 A JP7319096 A JP 7319096A JP 31909695 A JP31909695 A JP 31909695A JP H09155359 A JPH09155359 A JP H09155359A
- Authority
- JP
- Japan
- Prior art keywords
- cod
- ozone
- water
- diaphragm
- cathode chamber
- 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.)
- Granted
Links
Landscapes
- Water Treatment By Electricity Or Magnetism (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
(57)【要約】
【課題】 実用的なコストで、排水のCODを高除去率
で除去可能な技術を提供する。
【解決手段】 COD含有水を隔膜電気分解槽の陰極室
に供給したのち、隔膜電解槽の陽極室に導き、オゾンを
供給しながら電解酸化することを特徴とする方法。
(57) [PROBLEMS] To provide a technology capable of removing COD of wastewater at a high removal rate at a practical cost. SOLUTION: The method is characterized by supplying COD-containing water to a cathode chamber of a diaphragm electrolysis tank, introducing it to an anode chamber of a diaphragm electrolysis tank, and electrolytically oxidizing it while supplying ozone.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、各種の排水中の難
生物分解性COD(例えば屎尿の生物処理水中の黄褐色
の色度成分)を、効果的に炭酸ガスと水に酸化分解する
ことができる技術に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is to effectively oxidize and decompose hardly biodegradable COD (for example, a yellowish brown chromaticity component in biologically treated water of human waste) in various kinds of waste water into carbon dioxide gas and water. Technology that can
【0002】[0002]
【従来の技術】従来よりCODの酸化分解法として、紫
外線−過酸化水素併用法、紫外線−光触媒併用法、紫外
線−オゾン酸化併用法、オゾン−過酸化水素併用法など
が知られているが、いずれも高い処理コストが必要な割
りにCOD除去率が劣り、超純水製造分野以外への実用
性はなかった。2. Description of the Related Art Conventionally, as a method for oxidative decomposition of COD, an ultraviolet-hydrogen peroxide combination method, an ultraviolet-photocatalyst combination method, an ultraviolet-ozone oxidation combination method, an ozone-hydrogen peroxide combination method, etc. have been known. In all cases, the COD removal rate was inferior in spite of the high treatment cost, and there was no practical use in fields other than the ultrapure water production field.
【0003】[0003]
【発明が解決しようとする課題】本発明は実用的なコス
トで、排水のCODを高除去率で除去可能な新技術を提
供する。DISCLOSURE OF THE INVENTION The present invention provides a new technology capable of removing COD of waste water at a high removal rate at a practical cost.
【0004】[0004]
【課題を解決するための手段】本発明は、COD含有水
を隔膜電気分解槽の陰極室に供給したのち、隔膜電解槽
の陽極室に導き、オゾンを供給しながら電解酸化するこ
とを特徴とする方法である。The present invention is characterized in that after COD-containing water is supplied to the cathode chamber of the diaphragm electrolysis tank, it is introduced into the anode chamber of the diaphragm electrolysis cell and electrolytically oxidized while supplying ozone. Is the way to do it.
【0005】[0005]
【発明の実施の形態】本発明の構成、作用を図1に基づ
いて詳しく説明する。原水1を隔膜電解槽2の陰極室3
に供給する。電極は、陰極、陽極とも白金メッキチタン
電極が好適である。隔膜8は、有機精密ろ過膜(MF
膜)が好適である。陰極室3において次の電気化学的反
応により、水を電解し水酸イオンを生成させた陰極室3
のpHを10〜11程度に上昇させる。 H2O+e- →1/2H2+OH- 次に、高PHの陰極室流出水4を陽極室5に導き、オゾ
ン6を供給しながら電解酸化する。この結果、陽極室5
において電解酸化反応、高pHオゾン酸化反応(COD
のオゾン酸化反応は高pHで促進される)、塩素酸化反
応の複合反応が進みCODが高度に分解除去され処理水
7が得られる。なお、CODの高除去率が得られる理由
の一つは、隔膜電解酸化しながらオゾンを陽極室に供給
すると陽極界面でオゾンから電気化学的反応により強力
な酸化作用を持つヒドロキシラジカルが生成するためで
はないかと思われる。電気分解を行なわずにオゾンを供
給してもCODはほとんど除去されない。また、オゾン
を供給せずに電解すると、オゾン単独法よりは効果があ
るが、COD除去効果は本発明の方法よりかなり劣る。BEST MODE FOR CARRYING OUT THE INVENTION The structure and operation of the present invention will be described in detail with reference to FIG. Raw water 1 in cathode chamber 3 of diaphragm electrolyzer 2
To supply. The electrodes are preferably platinum-plated titanium electrodes for both the cathode and the anode. The diaphragm 8 is an organic microfiltration membrane (MF
Membranes) are preferred. Cathode chamber 3 in which water is electrolyzed to generate hydroxide ions by the following electrochemical reaction in cathode chamber 3
PH of 10 is raised to about 10-11. H 2 O + e − → 1 / 2H 2 + OH − Next, the high-PH cathode chamber outflow water 4 is introduced into the anode chamber 5 and electrolytically oxidized while supplying ozone 6. As a result, the anode chamber 5
Oxidation reaction, high pH ozone oxidation reaction (COD
The ozone oxidation reaction of 1) is promoted at high pH), and the combined reaction of chlorine oxidation reaction proceeds to highly decompose and remove COD to obtain treated water 7. One of the reasons why a high removal rate of COD is obtained is that when ozone is supplied to the anode chamber while performing electrolytic oxidation of the diaphragm, a hydroxy radical having a strong oxidizing action is generated from the ozone at the anode interface due to an electrochemical reaction. It seems to be. COD is hardly removed even if ozone is supplied without electrolysis. In addition, electrolysis without supplying ozone is more effective than the ozone-only method, but the COD removal effect is considerably inferior to the method of the present invention.
【0006】[0006]
【実施例】以下、図1の工程に従って屎尿生物処理水を
UF膜で膜分離したもの(平均水質を表1に示す)を対
象に本発明の実証試験を表2の条件で3ヵ月間行なっ
た。 表1 外観 ビールのような黄色 水温 32度 pH 7.2 SS 0 mg/l BOD 8 mg/l COD 142 mg/l 表2 隔膜電解槽槽陰極室への原水供給量 5l/d 陰極室容積 0.5 l 陽極室容量 0.5 l 電極面積 60cm2 電流 35mA 電圧 6V オゾン添加量 120mg/l[Examples] A verification test of the present invention is carried out for 3 months under the conditions shown in Table 2 with respect to treated human waste water treated by UF membrane (average water quality is shown in Table 1) according to the process shown in FIG. It was Table 1 Appearance Yellow water temperature like beer 32 degrees pH 7.2 SS 0 mg / l BOD 8 mg / l COD 142 mg / l Table 2 Raw water supply to diaphragm cell tank cathode chamber 5 l / d Cathode chamber volume 0 .5 l Anode chamber capacity 0.5 l Electrode area 60 cm 2 Current 35 mA Voltage 6 V Ozone addition amount 120 mg / l
【0007】処理水水質を表3に示す。オゾン単独処
理、電気分解単独処理の結果も併記した。 表3 本発明 オゾン単独 電解単独 pH 6.7 7.5 6.1 SS (mg/l) 0 5 0 BOD(mg/l) 2 8 3 COD(mg/l) 9.8 92 68 外 観 無 色 無 色 微黄色Table 3 shows the quality of treated water. The results of ozone alone treatment and electrolysis alone treatment are also shown. Table 3 Present invention Ozone alone Electrolysis alone pH 6.7 7.5 7.5 6.1 SS (mg / l) 0 5 0 BOD (mg / l) 2 8 3 COD (mg / l) 9.8 92 68 No external appearance Colorless slightly yellow
【0008】[0008]
【発明の効果】本発明によれば、以下の効果を得ること
ができる。 1.生物学的に分解できないCODをオゾン酸化−隔膜
電解複合法により効果的に除去できる。 2.隔膜電解槽陰極室におけるpH上昇効果をオゾン酸
化の効率化に利用できる。(CODのオゾン酸化は高p
Hで促進される)According to the present invention, the following effects can be obtained. 1. COD that cannot be biologically decomposed can be effectively removed by the ozone oxidation-diaphragm electrolysis combined method. 2. The effect of increasing the pH in the cathode compartment of the diaphragm electrolyzer can be utilized for the efficiency of ozone oxidation. (Ozone oxidation of COD is high p
Promoted by H)
【図1】本発明で使用する隔膜電気分解槽の構造を示
す。FIG. 1 shows the structure of a diaphragm electrolysis cell used in the present invention.
1 COD含有原水 2 隔膜電解槽 3 陰極(陰極室) 4 陰極室流出水 5 陽極(陽極室) 6 オゾン 7 CODが除去された処理水 8 隔膜 1 COD-containing raw water 2 Diaphragm electrolyzer 3 Cathode (cathode chamber) 4 Cathode chamber outflow water 5 Anode (anode chamber) 6 Ozone 7 Treated water from which COD has been removed 8 Diaphragm
Claims (1)
に供給したのち、隔膜電解槽の陽極室に導き、オゾンを
供給しながら電解酸化することを特徴とする方法。1. A method comprising supplying COD-containing water to a cathode chamber of a diaphragm electrolysis tank, introducing it to an anode chamber of a diaphragm electrolysis cell, and electrolytically oxidizing it while supplying ozone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31909695A JP3400628B2 (en) | 1995-12-07 | 1995-12-07 | Method of removing COD component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31909695A JP3400628B2 (en) | 1995-12-07 | 1995-12-07 | Method of removing COD component |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09155359A true JPH09155359A (en) | 1997-06-17 |
| JP3400628B2 JP3400628B2 (en) | 2003-04-28 |
Family
ID=18106437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31909695A Expired - Fee Related JP3400628B2 (en) | 1995-12-07 | 1995-12-07 | Method of removing COD component |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3400628B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005103391A (en) * | 2003-09-29 | 2005-04-21 | Mitsubishi Heavy Ind Ltd | Wastewater treatment method and apparatus |
| JP2009034624A (en) * | 2007-08-02 | 2009-02-19 | Mhi Environment Engineering Co Ltd | Wastewater treatment method and apparatus |
| JP2023001673A (en) * | 2021-06-21 | 2023-01-06 | 株式会社オメガ | Method for decomposing organic matter in wastewater |
| JP2023040787A (en) * | 2021-09-10 | 2023-03-23 | 株式会社オメガ | Oxygen radical generation method and wastewater treatment method using this method |
-
1995
- 1995-12-07 JP JP31909695A patent/JP3400628B2/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005103391A (en) * | 2003-09-29 | 2005-04-21 | Mitsubishi Heavy Ind Ltd | Wastewater treatment method and apparatus |
| JP2009034624A (en) * | 2007-08-02 | 2009-02-19 | Mhi Environment Engineering Co Ltd | Wastewater treatment method and apparatus |
| JP2023001673A (en) * | 2021-06-21 | 2023-01-06 | 株式会社オメガ | Method for decomposing organic matter in wastewater |
| JP2023040787A (en) * | 2021-09-10 | 2023-03-23 | 株式会社オメガ | Oxygen radical generation method and wastewater treatment method using this method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3400628B2 (en) | 2003-04-28 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |