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JPH0710388B2 - Treatment method of wastewater containing organic matter - Google Patents
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JPH0710388B2 - Treatment method of wastewater containing organic matter - Google Patents

Treatment method of wastewater containing organic matter

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Publication number
JPH0710388B2
JPH0710388B2 JP61083716A JP8371686A JPH0710388B2 JP H0710388 B2 JPH0710388 B2 JP H0710388B2 JP 61083716 A JP61083716 A JP 61083716A JP 8371686 A JP8371686 A JP 8371686A JP H0710388 B2 JPH0710388 B2 JP H0710388B2
Authority
JP
Japan
Prior art keywords
organic matter
activated carbon
hydrogen peroxide
added
treatment method
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 - Fee Related
Application number
JP61083716A
Other languages
Japanese (ja)
Other versions
JPS62241596A (en
Inventor
勇 加藤
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP61083716A priority Critical patent/JPH0710388B2/en
Publication of JPS62241596A publication Critical patent/JPS62241596A/en
Publication of JPH0710388B2 publication Critical patent/JPH0710388B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Water Treatment By Sorption (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明はフェントン法により有機物含有廃水を処理す
る方法に関するものである。
TECHNICAL FIELD The present invention relates to a method for treating organic matter-containing wastewater by the Fenton method.

〔従来の技術〕[Conventional technology]

有機物含有廃水の処理方法の1つとして、過酸化水素お
よび鉄塩を添加して有機物を分解するフェントン法が知
られている。この方法は鉄塩を触媒として過酸化水素の
酸化力により有機物を酸化分解するものである。
As one of the methods for treating organic matter-containing wastewater, the Fenton method in which hydrogen peroxide and iron salts are added to decompose organic matter is known. This method uses an iron salt as a catalyst to oxidize and decompose organic matter by the oxidizing power of hydrogen peroxide.

このようなフェントン法の改良方法として、有機物含有
廃水に過酸化水素および鉄塩を添加して有機物を分解し
た後、水酸化第2鉄フロックを形成して凝集分離を行
い、その後濾過を行って濾過液をさらに活性炭処理し、
色度成分等の未分解の有機物を吸着除去する方法が提案
されている(特公昭59-1120号)。
As an improved method of the Fenton method, hydrogen peroxide and iron salts are added to organic matter-containing wastewater to decompose the organic matter, ferric hydroxide flocs are formed to perform coagulation separation, and then filtration is performed. The filtrate is further treated with activated carbon,
A method of adsorbing and removing undecomposed organic substances such as chromaticity components has been proposed (Japanese Patent Publication No. 59-1120).

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

しかしながら、このような従来のフェントン法による有
機物含有廃水の処理方法においては、有機物を分解する
ための反応時間として、1〜2時間の長時間が必要であ
り、このため大容量の反応槽を必要とするとともに、処
理水中に過酸化水素が残留してCODとなるばかりでな
く、触媒として使用した鉄塩を中性ないしアルカリ性で
沈殿分離する工程において、過酸化水素の分解により発
生する酸素ガスが鉄水酸化物を浮上させるため、有機物
を分解した後、過剰の過酸化水素を分解する工程が必要
であった。
However, in such a conventional Fenton method for treating organic matter-containing wastewater, a long reaction time of 1 to 2 hours is required for decomposing the organic matter, and therefore a large-capacity reaction tank is required. In addition to the hydrogen peroxide remaining in the treated water to become COD, the oxygen gas generated by the decomposition of hydrogen peroxide in the process of precipitating and separating the iron salt used as a catalyst with neutrality or alkalinity In order to float the iron hydroxide, it was necessary to decompose the organic matter and then decompose excess hydrogen peroxide.

また前記特公昭59-1120号の方法でも、上記の処理の後
に濾過、活性炭処理等を付加しているにすぎないため、
同様の問題点があった。
Also in the method of Japanese Patent Publication No. 59-1120, since filtration, activated carbon treatment and the like are merely added after the above treatment,
There were similar problems.

この発明は上記問題点を解決するためのもので、有機物
の分解速度が速く、かつ残留過酸化水素の少ない有機物
含有廃水の処理方法を提案することを目的としている。
The present invention is intended to solve the above problems, and an object thereof is to propose a method for treating organic matter-containing wastewater which has a high decomposition rate of organic matter and has a small amount of residual hydrogen peroxide.

〔問題点を解決するための手段〕[Means for solving problems]

この発明は、有機物含有廃水を過酸化水素および鉄塩の
存在下に、活性炭充填塔にSV1〜20hr-1で通液し、活性
炭と接触させて有機物を分解することを特徴とする有機
物含有廃水の処理方法である。
This invention is characterized in that an organic matter-containing wastewater is passed through an activated carbon packed column at SV 1 to 20 hr −1 in the presence of hydrogen peroxide and an iron salt, and the organic matter is decomposed by contacting with activated carbon. Is the processing method of.

本発明において処理対象となる有機物含有廃水として
は、下水、し尿、廃棄物埋立処理場浸出汚水、焼却工場
廃水、有機性工場廃水等があり、有機物含有廃水中に懸
濁物が含まれている場合には前処理として沈殿分離等に
より固液分離し、また生物易分解性の有機物を含む場合
には、あらかじめ活性汚泥法、散水濾床法、回転円盤
法、嫌気性消化等の生物学的処理によりBODを低下させ
ておくのが望ましい。
Examples of the organic matter-containing wastewater to be treated in the present invention include sewage, human waste, waste landfill treatment plant leachate wastewater, incinerator wastewater, organic factory wastewater, etc., and suspended matter is contained in the organic matter-containing wastewater. In the case of pretreatment, solid-liquid separation is carried out by precipitation separation, etc., and in the case of containing easily biodegradable organic matter, biological treatment such as activated sludge method, sprinkling filter method, rotary disk method, anaerobic digestion method, etc. It is desirable to reduce BOD by treatment.

本発明において使用される鉄塩は一般にフェントン法に
使用される鉄塩であり、硫酸第1鉄、塩化第1鉄等の第
1鉄塩、硫酸第2鉄、塩化第2鉄、ポリ硫酸鉄等の第2
鉄塩が使用できる。
The iron salt used in the present invention is an iron salt generally used in the Fenton method, and includes ferrous salts such as ferrous sulfate and ferrous chloride, ferric sulfate, ferric chloride, and polyferric sulfate. Second of etc.
Iron salts can be used.

活性炭としては特に制限はなく、一般に水処理に使用さ
れる粒状または粉末状の活性炭が使用可能である。
The activated carbon is not particularly limited, and granular or powdered activated carbon generally used for water treatment can be used.

処理方法は有機物含有廃水に過酸化水素および鉄塩を添
加し、これらの存在下に、活性炭充填塔にSV1〜20hr-1
で通液し、活性炭と接触させて有機物を分解する。接触
の好ましい方法は、廃水中に鉄塩と過酸化水素を添加し
ながら活性炭充填塔に通液する方法である。
As for the treatment method, hydrogen peroxide and iron salts were added to organic matter-containing wastewater, and SV1 to 20 hr -1 was added to an activated carbon packed tower in the presence of these.
And then contact with activated carbon to decompose organic substances. A preferable method for contacting is a method of passing an iron salt and hydrogen peroxide into waste water while passing through an activated carbon packed column.

以下、この方法を図面について説明する。第1図はこの
発明の一実施態様を示す系統図であり、1はpH調整槽、
2は活性炭塔で、活性炭充填層3を有する。4は凝集
槽、5は沈殿槽である。処理方法はまずpH調整槽1に原
水を導入し、攪拌しながら鉄塩およびpH調整剤を添加し
てpH調整を行う。
Hereinafter, this method will be described with reference to the drawings. FIG. 1 is a system diagram showing an embodiment of the present invention, in which 1 is a pH adjusting tank,
An activated carbon tower 2 has an activated carbon packed bed 3. 4 is a flocculation tank and 5 is a precipitation tank. As the treatment method, first, raw water is introduced into the pH adjusting tank 1 and an iron salt and a pH adjusting agent are added with stirring to adjust the pH.

鉄塩の添加量は有機物の種類、濃度、過酸化水素の注入
量ならびに反応時間等により決定することが可能である
が、添加量を増すにつれてその効果は増大し、通常は鉄
として10〜100mg/lの範囲で添加される。
The addition amount of iron salt can be determined by the type of organic substance, concentration, injection amount of hydrogen peroxide, reaction time, etc., but the effect increases as the addition amount increases, usually 10 to 100 mg as iron. It is added in the range of / l.

pH調整剤としては、原水のpHに応じて塩酸、硫酸、水酸
化ナトリウム、消石灰等の任意の酸またはアルカリ剤が
使用でき、pH2.5〜4.5、好ましくは2.5〜3.5に調整す
る。pHが4.5を超えると活性炭充填層に水酸化鉄が沈積
して活性炭の取換頻度が多くなる。
As the pH adjuster, any acid or alkali agent such as hydrochloric acid, sulfuric acid, sodium hydroxide, slaked lime can be used according to the pH of the raw water, and the pH is adjusted to 2.5 to 4.5, preferably 2.5 to 3.5. If the pH exceeds 4.5, iron hydroxide will be deposited in the packed bed of activated carbon and the replacement frequency of activated carbon will increase.

pH調整を行った液を活性炭塔2に送液する途中で過酸化
水素(H2O2)を添加混合して活性炭充填層3に通液す
る。過酸化水素の添加量は廃水中の有機物(CODcr)に
対して3〜10重量倍、添加した鉄に対して10〜100重量
倍程度である。通液方法は上向流でも下向流でもよく、
通液速度は1〜20hr-1、好ましくは1〜10hr-1程度であ
る。通液により活性炭を媒体としてフェントン反応が起
こり、5〜10分の接触時間で有機物が分解するととも
に、過剰の過酸化水素も分解される。
Hydrogen peroxide (H 2 O 2 ) is added and mixed in the course of sending the pH-adjusted liquid to the activated carbon tower 2 and then passed through the activated carbon packed bed 3. The amount of hydrogen peroxide added is about 3 to 10 times by weight the organic matter (CODcr) in the waste water, and about 10 to 100 times by weight the added iron. The liquid may be passed upward or downward,
The liquid passing rate is 1 to 20 hr -1 , preferably 1 to 10 hr -1 . The Fenton reaction occurs by using activated carbon as a medium by passing the liquid, and the organic matter is decomposed in a contact time of 5 to 10 minutes, and excess hydrogen peroxide is also decomposed.

活性炭塔2における反応を終った液は凝集槽4において
アルカリおよび高分子凝集剤を添加し、混合攪拌して凝
集処理を行い、沈殿槽5において固液分離し、分離液は
処理水として放流する。
The liquid after the reaction in the activated carbon tower 2 is added with an alkali and a polymer flocculant in the flocculation tank 4, mixed and stirred to perform flocculation treatment, and solid-liquid separated in the precipitation tank 5, and the separated liquid is discharged as treated water. .

本発明では活性炭を媒体としてフェントン反応が行われ
るため、有機物の分解速度が速くなり、5〜10分間の短
時間で有機物の分解が完了する。このため有機物の分解
反応槽が必要でなくなるとともに、処理時間が大幅に短
縮される。また過剰過酸化水素は活性炭で分解されるた
め、鉄塩を分離した後そのまま放流可能である。沈殿分
離した水酸化鉄は酸で溶解して再利用することができ、
鉄塩の添加量が少ない場合はイオン交換樹脂で分離して
もよい。活性炭は特に再生の必要はないが、長期間の運
転が性能劣化が起きたときには取換えることができる。
In the present invention, since the Fenton reaction is carried out using activated carbon as a medium, the decomposition rate of organic matter is increased, and the decomposition of organic matter is completed in a short time of 5 to 10 minutes. Therefore, a decomposition reaction tank for organic substances is not required, and the processing time is significantly shortened. Further, since excess hydrogen peroxide is decomposed by activated carbon, it can be discharged as it is after separating the iron salt. The precipitated iron hydroxide can be dissolved in acid and reused.
When the added amount of iron salt is small, it may be separated with an ion exchange resin. Activated carbon does not need to be regenerated, but it can be replaced when long-term operation causes performance deterioration.

本発明において有機物の分解時間が大幅に短縮される理
由は、活性炭表面に過酸化水素と反応して活性化した鉄
が吸着されるため、有機物-H2O2-Feの反応において活性
炭表面での活性化鉄の濃度が高くなり、しかも活性炭は
充填により高密度の状態になり、活性化鉄との接触の機
会が多くなっているため、分解反応が加速されるためで
あると推定される。
The reason why the decomposition time of the organic matter in the present invention is greatly shortened is that the activated carbon is adsorbed on the surface of the activated carbon and activated iron is adsorbed on the surface of the activated carbon in the reaction of organic matter-H 2 O 2 -Fe. It is presumed that the decomposition reaction is accelerated because the activated iron has a high concentration, and the activated carbon has a high density due to packing, and there are many opportunities for contact with activated iron. .

〔実施例〕〔Example〕

以下、本発明の実施例について説明する。 Examples of the present invention will be described below.

比較例 酒石酸およびホルマリンをそれぞれ20mg/l含み、CODcr
49.2mg/l,TOC 16mg/lの原水に、H2O2 500mg/lおよびFe
2+ 50mg/lを添加し、pH3においてフェントン処理を行
い、15分および1.5時間反応後のTOCと、1.5時間反応後
の残留H2O2の測定を行った。結果を第2図に示す。
Comparative example Containing 20 mg / l each of tartaric acid and formalin, CODcr
49.2 mg / l, TOC 16 mg / l raw water, H 2 O 2 500 mg / l and Fe
2+ 50 mg / l was added, Fenton treatment was performed at pH 3, and TOC after reaction for 15 minutes and 1.5 hours and residual H 2 O 2 after reaction for 1.5 hours were measured. Results are shown in FIG.

第2図から明らかなように、15分では分解性は悪く、1.
5時間反応を行っても過酸化水素が200〜300mg/l残留す
ることがわかる。また有機物の分解率は反応時間の影響
を受けることがわかる。
As is clear from Fig. 2, the degradability was poor at 15 minutes, and 1.
It can be seen that 200 to 300 mg / l of hydrogen peroxide remains even after the reaction for 5 hours. Further, it can be seen that the decomposition rate of organic matter is affected by the reaction time.

実施例1 酒石酸、イソプロピルアルコールおよびホルマリンをそ
れぞれ20mg/l含むCODcr 59.2mg/lの原水をpH3に調整
し、活性炭塔2の入口で過酸化水素を400mg/lおよびFe
2+を所定量添加しながら、活性炭を100ml充填した活性
炭塔2にSV5hr-1で通水した。活性炭は廃水の有機物吸
着処理に使用される活性炭クラレコールKW(クラレ株式
会社製、商標)を使用した。Fe2+の添加量を変化させた
場合の処理水のCODcrを第3図に示す。
Example 1 Raw water of CODcr 59.2 mg / l containing 20 mg / l each of tartaric acid, isopropyl alcohol and formalin was adjusted to pH 3, and 400 mg / l hydrogen peroxide and Fe at the inlet of the activated carbon tower 2.
While adding a predetermined amount of 2+ , water was passed through the activated carbon tower 2 filled with 100 ml of activated carbon at SV 5 hr -1 . The activated carbon used was activated carbon Kuraray Coal KW (trademark, manufactured by Kuraray Co., Ltd.), which is used for organic matter adsorption treatment of wastewater. FIG. 3 shows the CODcr of the treated water when the amount of Fe 2+ added was changed.

実施例2 比較例の原水にFe2+を10mg/l添加し、活性炭塔2の入口
で過酸化水素を250mg/l添加しながらpH3において、接触
時間を変えるために通液速度を変化させて活性炭塔2に
通水した場合の処理水CODcrおよび残留過酸化水素を第
4図に示す。
Example 2 10 mg / l of Fe 2+ was added to the raw water of the comparative example, and 250 mg / l of hydrogen peroxide was added at the inlet of the activated carbon tower 2 at pH 3 while changing the liquid flow rate to change the contact time. FIG. 4 shows the treated water CODcr and residual hydrogen peroxide when water is passed through the activated carbon tower 2.

第4図から明らかなように、活性炭塔2に通水した場合
の分解速度は極めて速く、SV20以下では差はほとんど認
められないが、SV10以上では残留過酸化水素が多くなる
ことがわかる。
As is clear from FIG. 4, the decomposition rate when water is passed through the activated carbon tower 2 is extremely fast, and there is almost no difference when the water content is SV20 or less, but the residual hydrogen peroxide increases when the water content is SV10 or more.

実施例3 比較例の原水にFe2+を20mg/l添加し、活性炭塔2の入口
で過酸化水素を500mg/l添加しながら、pH3においてSV8h
r-1で活性炭塔2へ通水し、活性炭充填量の約6000倍(6
000BV)の通水を行った。
Example 3 20 mg / l of Fe 2+ was added to the raw water of the comparative example, and 500 mg / l of hydrogen peroxide was added at the inlet of the activated carbon tower 2 while SV8h at pH 3
Water is passed to the activated carbon tower 2 at r -1 , and the amount of activated carbon filled is approximately 6000 times (6
000BV) was passed.

処理水はpH3.1〜3.2、Fe10〜15mg/l、TOC2.5〜3.0mg/l
(原水16mg/1)、過酸化水素0〜5mg/1であり、分解時
間が短い(SV8hr-1の活性炭塔2内における滞留時間は
7.5分)にもかかわらず有機物を効率的に分解し、過剰
過酸化水素もほぼ完全に分解できることがわかる。
Treated water has pH 3.1-3.2, Fe10-15mg / l, TOC2.5-3.0mg / l
(Raw water 16mg / 1), hydrogen peroxide 0-5mg / 1, short decomposition time (SV8hr -1 residence time in activated carbon tower 2
It can be seen that the organic matter can be decomposed efficiently and the excess hydrogen peroxide can be decomposed almost completely regardless of (7.5 minutes).

〔発明の効果〕〔The invention's effect〕

本発明によれば、有機物含有廃水の過酸化水素および鉄
塩の存在下に、活性炭充填塔にSV1〜20hr-1で通液し、
活性炭と接触させて有機物を分解するようにしたので、
短時間で有機物を分解でき、処理時間を短くできるとと
もに、処理装置を小形化でき、また過剰の過酸化水素も
ほぼ完全に分解でき、残留過酸化水素による処理水質悪
化および過酸化水素除去のための処理が不要になるなど
の効果がある。
According to the present invention, in the presence of hydrogen peroxide and iron salts of organic matter-containing waste water, the activated carbon packed column is passed at SV 1 to 20 hr -1 ,
Since it was made to contact with activated carbon to decompose organic matter,
Organic matter can be decomposed in a short time, processing time can be shortened, processing equipment can be downsized, and excess hydrogen peroxide can be decomposed almost completely. There is an effect that the processing of is unnecessary.

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

第1図は実施態様を示す系統図、第2図ないし第4図は
実施例における処理結果を示すグラフである。
FIG. 1 is a system diagram showing an embodiment, and FIGS. 2 to 4 are graphs showing processing results in the embodiment.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C02F 9/00 504 B 7446−4D D 7446−4D ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display location C02F 9/00 504 B 7446-4D D 7446-4D

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】有機物含有廃水を過酸化水素および鉄塩の
存在下に、活性炭充填塔にSV1〜20hr-1で通液し、活性
炭と接触させて有機物を分解することを特徴とする有機
物含有廃水の処理方法。
1. An organic matter-containing wastewater characterized by passing organic wastewater containing organic matter through an activated carbon packed column in the presence of hydrogen peroxide and an iron salt at SV 1 to 20 hr -1 , and contacting with activated carbon to decompose organic matter. Waste water treatment method.
【請求項2】活性炭充填塔への通液が有機物含有廃水に
過酸化水素および鉄塩を添加しながら行うものである特
許請求の範囲第1項記載の処理方法。
2. The treatment method according to claim 1, wherein the liquid is passed through the packed column of activated carbon while adding hydrogen peroxide and iron salt to the organic matter-containing wastewater.
【請求項3】活性炭充填塔への通液がpH2.5〜4.5で行う
ものである特許請求の範囲第1項または第2項記載の処
理方法。
3. The treatment method according to claim 1 or 2, wherein the liquid is passed through the packed column of activated carbon at a pH of 2.5 to 4.5.
【請求項4】過酸化水素の添加量が有機物(CODcr)に
対して3〜10重量倍、添加した鉄に対して10〜100重量
倍である特許請求の範囲第1項ないし第3項のいずれか
に記載の処理方法。
4. The amount of hydrogen peroxide added is 3 to 10 times by weight with respect to the organic matter (CODcr), and 10 to 100 times by weight with respect to the added iron. The processing method according to any one.
JP61083716A 1986-04-11 1986-04-11 Treatment method of wastewater containing organic matter Expired - Fee Related JPH0710388B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61083716A JPH0710388B2 (en) 1986-04-11 1986-04-11 Treatment method of wastewater containing organic matter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61083716A JPH0710388B2 (en) 1986-04-11 1986-04-11 Treatment method of wastewater containing organic matter

Publications (2)

Publication Number Publication Date
JPS62241596A JPS62241596A (en) 1987-10-22
JPH0710388B2 true JPH0710388B2 (en) 1995-02-08

Family

ID=13810232

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61083716A Expired - Fee Related JPH0710388B2 (en) 1986-04-11 1986-04-11 Treatment method of wastewater containing organic matter

Country Status (1)

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WO1999058239A1 (en) * 1998-05-14 1999-11-18 U.S. Environmental Protection Agency Contaminant adsorption and oxidation via the fenton reaction
JP2006187725A (en) * 2005-01-06 2006-07-20 Mitsubishi Gas Chem Co Inc Waste disposal method
JP5184425B2 (en) * 2009-04-10 2013-04-17 日本錬水株式会社 Aldehyde removal method, aldehyde removal device, container sterilization waste water recovery device, soft drink manufacturing device and drinking water manufacturing device
CN104724863A (en) * 2015-03-27 2015-06-24 达州军华环保科技有限公司 Novel efficient flocculating decolorization method
CN105254107B (en) * 2015-11-17 2017-11-10 张家港市华亿科教设备有限公司 A kind of formalin liquid waste treatment system and its processing method
JP2018122289A (en) * 2017-01-31 2018-08-09 三菱ケミカルアクア・ソリューションズ株式会社 Water treatment method and water treatment equipment
JP7237640B2 (en) * 2018-03-26 2023-03-13 三菱ケミカルアクア・ソリューションズ株式会社 Method for treating waste liquid containing acidic flocculate and water treatment apparatus

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