JPH091162A - High degree treating method for waste water and catalyst for oxidation treatment of waste water - Google Patents

High degree treating method for waste water and catalyst for oxidation treatment of waste water

Info

Publication number
JPH091162A
JPH091162A JP17389895A JP17389895A JPH091162A JP H091162 A JPH091162 A JP H091162A JP 17389895 A JP17389895 A JP 17389895A JP 17389895 A JP17389895 A JP 17389895A JP H091162 A JPH091162 A JP H091162A
Authority
JP
Japan
Prior art keywords
wastewater
catalyst
waste water
hydrogen peroxide
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.)
Pending
Application number
JP17389895A
Other languages
Japanese (ja)
Inventor
Kazuyoshi Suzuki
和義 鈴木
Masaki Aizawa
正樹 藍沢
Toyoichi Yokomaku
豊一 横幕
Ichiro Yamamoto
一郎 山本
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.)
Kankyo Engineering Co Ltd
Original Assignee
Kankyo Engineering Co 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 Kankyo Engineering Co Ltd filed Critical Kankyo Engineering Co Ltd
Priority to JP17389895A priority Critical patent/JPH091162A/en
Publication of JPH091162A publication Critical patent/JPH091162A/en
Pending legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Catalysts (AREA)

Abstract

PURPOSE: To provide a high degree treating method capable of attaining a high treating effect at low cost with a small chemical consumption even if a COD concn. in waste water is remarkably high and to provide a catalyst for an oxidative decomposition by using an oxidizing agent. CONSTITUTION: In this high degree treating method of waste water in which an org. sludge component in waste water is decomposed oxidatively with the oxidizing agent by using a metal ion as the catalyst, an aluminum based compd. is added to a treating system at the time of the oxidative decomposition and the catalyst is incorporated with an iron compd. and the aluminum based compd..

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は排水の高度処理方法及び
排水の酸化処理で使用する触媒に関し、更に詳しくは薬
剤使用量を著しく低減でき且つ処理能力に優れた化学酸
化方法による排水の高度処理方法及び排水の酸化処理で
使用する触媒に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for advanced treatment of wastewater and a catalyst used in the oxidation treatment of wastewater, and more specifically to a advanced treatment of wastewater by a chemical oxidation method which can significantly reduce the amount of chemicals used and has an excellent treatment capacity. The present invention relates to a method and a catalyst used in the oxidation treatment of waste water.

【0002】[0002]

【従来の技術】従来、BODで示される排水中の有機汚
濁成分の除去においては、現在実用化されている種々の
生物学的処理方法によって、比較的低いコストで満足で
きる結果が得られている。一方、CODとして存在する
有機汚濁成分(生物難分解性物質や生物代謝老廃物質
等)の除去には、活性炭吸着法、オゾン酸化法、逆浸透
法、過酸化水素等の酸化剤を用いる化学酸化方法や種々
の凝集剤を用いる物理化学的方法が利用されている。こ
れらの物理化学的除去方法の中では、過酸化水素と第1
鉄塩を用いる化学酸化方法が極めて強い処理能力を有
し、排水中の広い範囲のCOD成分の分解除去方法とし
て有力であり、一部実用化されている(PPM-1986/10 3
〜16P 参照)。
2. Description of the Related Art Conventionally, in the removal of organic pollutants in wastewater indicated by BOD, various biological treatment methods which have been put into practical use have achieved satisfactory results at a relatively low cost. . On the other hand, in order to remove organic pollutants existing as CODs (bio-degradable substances, bio-metabolized waste substances, etc.), activated carbon adsorption method, ozone oxidation method, reverse osmosis method, chemical oxidation using an oxidizing agent such as hydrogen peroxide Methods and physicochemical methods using various flocculants have been utilized. Among these physicochemical removal methods, hydrogen peroxide and first
The chemical oxidation method using an iron salt has an extremely strong treatment capacity, is effective as a method for decomposing and removing a wide range of COD components in wastewater, and is partially put into practical use (PPM-1986 / 10 3
(See ~ 16P).

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
過酸化水素を用いる化学酸化方法においても、比較的高
濃度の有機性排水では過酸化水素、鉄塩、その他の使用
薬剤の消費量が多く処理コストの面で種々の問題が残っ
ている。例えば、この化学酸化方法では排水中のCOD
を鉄イオン触媒の存在化に過酸化水素を添加して酸化分
解する時に下記の反応が行われる。 Fe2++H2O2→Fe3++HO- +HO・ この反応では過酸化水素1モルに対してほぼ当モルの第
1鉄イオンが必要とされる。
However, even in the above-described chemical oxidation method using hydrogen peroxide, a large amount of hydrogen peroxide, iron salts and other chemicals used are treated in organic wastewater having a relatively high concentration. Various problems remain in terms of cost. For example, in this chemical oxidation method, COD in wastewater
When hydrogen peroxide is added to the presence of an iron ion catalyst for oxidative decomposition, the following reaction is carried out. Fe 2+ + H 2 O 2 → Fe 3+ + HO + HO. In this reaction, approximately equivalent mole of ferrous ion is required for 1 mole of hydrogen peroxide.

【0004】第1鉄塩としては、通常硫酸第1鉄の7水
塩(FeSO4・7H2O)が使用されるので、例えば、35%過
酸化水素水溶液100重量部当り約350〜400重量
部の使用割合となる。この第1鉄塩は比較的安価である
が、生成した第2鉄塩は後にアルカリ中和によって凝集
沈澱されるので、その際に使用する苛性ソーダ等のアル
カリの使用量、高分子凝集剤の使用量が大となり、更に
水酸化第2鉄を主成分とするスラッジの量が大で、その
処理コストが大となり、トータルとしての処理コストが
著しく大となる欠点がある。
As the ferrous iron salt, ferrous sulfate heptahydrate (FeSO 4 .7H 2 O) is usually used, and therefore, for example, about 350 to 400 parts by weight per 100 parts by weight of 35% hydrogen peroxide aqueous solution is used. It becomes the ratio of part usage. This ferrous salt is relatively inexpensive, but the produced ferric salt is later coagulated and precipitated by neutralization with an alkali. Therefore, the amount of alkali such as caustic soda used and the use of a polymer coagulant are used. There is a drawback that the amount becomes large and the amount of sludge containing ferric hydroxide as a main component also becomes large, the treatment cost becomes large, and the total treatment cost becomes remarkably large.

【0005】又、凝集剤を用いる方法では、多量の凝集
剤を使用すれば排水のCODを低下させることが出来る
が、処理限界値以下に低下させることは困難であるばか
りか、スラッジの処理問題があり、トータルとしての処
理コストが著しく大となる上記と同様の問題がある。
Further, in the method using a coagulant, the COD of waste water can be reduced by using a large amount of the coagulant, but it is difficult to lower the COD below the treatment limit value, and a sludge treatment problem is caused. However, there is a problem similar to the above that the total processing cost becomes extremely large.

【0006】以上の如きコストの問題は排水中のCOD
の濃度が比較的低い場合には、本発明者らが以前に開発
した方法であるA-Hipo(登録商標)法により、酸化処理
前にCODのかなりの量を凝集沈澱させる方法によっ
て、ある程度回避することができるが、排水中のCOD
濃度が高く、且つ事前の凝集沈澱によっても多量のCO
Dが排水中に残る場合には、上記コストの問題が依然と
して残り、経済的に利用困難である。
The cost problem described above is due to COD in wastewater.
The relatively low concentration of CO2 can be avoided to some extent by the method previously developed by the inventors, the A-Hipo® method, which causes a significant amount of COD to be agglomerated and precipitated before the oxidation treatment. Can be, but COD in the wastewater
The concentration is high, and a large amount of CO is generated even by the coagulation and precipitation in advance.
If D remains in the wastewater, the cost problem still remains and it is economically difficult to use.

【0007】又、添加する過酸化水素の量は、通常は排
水中のCOD量に対して有効酸素換算で0.01〜2倍
であるが、排水中のCOD濃度は50〜60%に低下す
る場合が多く、それ以上に低下させるべく更に過酸化水
素を添加してもそれ以上のCODの低下は困難であり、
逆に残留過酸化水素がCOD濃度測定時に見かけCOD
の値として検出される。そのために残留過酸化水素の除
去のために更に第1鉄イオンを加える必要が生じ、更に
前記のアルカリや高分子凝集剤等の薬剤コストやスラッ
ジ処理コストが上昇するという問題が生じる。
The amount of hydrogen peroxide added is usually 0.01 to 2 times the COD amount in the waste water in terms of effective oxygen, but the COD concentration in the waste water is reduced to 50 to 60%. In many cases, even if hydrogen peroxide is added to further reduce COD, it is difficult to further reduce COD.
On the contrary, the residual hydrogen peroxide is apparent COD when measuring the COD concentration.
Is detected as the value of. For this reason, it is necessary to further add ferrous ions to remove residual hydrogen peroxide, and furthermore, there is a problem that the cost of chemicals such as the alkali and the polymer flocculant and the cost of sludge treatment increase.

【0008】従って本発明の目的は、排水中のCOD濃
度が著しく大であっても、少ない薬剤使用量で低コスト
で高い処理効果をあげることができる排水の高度処理方
法を提供することである。本発明の他の目的は、酸化剤
による排水の酸化処理効率を高める酸化処理用の触媒を
提供することである。
Therefore, it is an object of the present invention to provide an advanced wastewater treatment method which can achieve a high treatment effect at a low cost with a small amount of chemicals even if the COD concentration in the wastewater is extremely high. . Another object of the present invention is to provide a catalyst for oxidation treatment which enhances the efficiency of the wastewater oxidation treatment by the oxidizing agent.

【0009】[0009]

【課題を解決するための手段】本発明者らは上記目的を
達成するために種々研究の結果、酸化剤を用いる排水の
化学酸化方法において、酸化処理時に特定の化合物を添
加することによって著しい少量の金属イオン使用量によ
って優れた処理効果が得られることを見出して本発明を
完成した。即ち、本発明は、排水中の有機汚濁成分を金
属イオンを触媒として酸化剤で酸化分解する排水の高度
処理方法において、酸化分解時にアルミ系化合物を処理
系に添加することを特徴とする排水の高度処理方法、及
び鉄化合物及びアルミ系化合物を含有してなることを特
徴とする排水の酸化処理用触媒である。
As a result of various studies to achieve the above object, the inventors of the present invention have found that in a chemical oxidation method for wastewater using an oxidizing agent, by adding a specific compound during the oxidation treatment, a remarkably small amount is added. The present invention has been completed by finding that an excellent treatment effect can be obtained depending on the amount of the metal ion used. That is, the present invention is an advanced treatment method for wastewater in which organic pollutant components in wastewater are oxidatively decomposed with an oxidant using metal ions as catalysts, in the wastewater characterized by adding an aluminum compound to the treatment system during oxidative decomposition. A catalyst for oxidation treatment of waste water, which comprises an advanced treatment method and an iron compound and an aluminum compound.

【0010】[0010]

【作用】本発明者らの研究によれば、過酸化水素と鉄塩
を用いる化学酸化方法において、酸化処理時にアルミ系
化合物を使用することにより、著しく少ない金属イオン
の使用でCODの分解除去率が著しく向上し、アルミ系
化合物も化学酸化法における触媒として作用することが
認められた。又、酸化処理後のアルカリ中和で析出する
金属及びアルミの水酸化物は、容易に凝集し沈澱するこ
とも認められた。
According to the research conducted by the present inventors, in the chemical oxidation method using hydrogen peroxide and iron salt, by using an aluminum compound during the oxidation treatment, the decomposition and removal rate of COD can be achieved with the use of significantly less metal ions. It was confirmed that the aluminum compound also acts as a catalyst in the chemical oxidation method. It was also found that the metal and aluminum hydroxides deposited by the neutralization with alkali after the oxidation treatment easily aggregated and precipitated.

【0011】[0011]

【好ましい実施態様】次に好ましい実施態様を挙げて本
発明を更に詳細に説明する。本発明方法が好適に適用で
きる排水としては、CODや色度成分を含有しているし
尿生物処理水、埋立場浸出汚水、廃棄物焼却場排水、発
酵及び醸造排水、高濃度有機性排水、石油、石炭化学工
業排水、染色排水、メッキ、表面処理排水、溶解性油脂
排水、塗装排水、その他COD、色度等で示される生物
難分解性物質や生物代謝老廃物質等の有機物を含む排水
であり、従来公知のいずれの有機排水にも適用できる。
特に本発明の効果が顕著に表れる排水は、COD及び色
度成分が高濃度に、例えば、CODとして約100mg/
l以上の濃度の排水である。
BEST MODE FOR CARRYING OUT THE INVENTION Next, the present invention will be described in more detail with reference to preferred embodiments. The wastewater to which the method of the present invention can be preferably applied includes human waste biological treatment water containing COD and chromaticity components, landfill leachate wastewater, waste incineration wastewater, fermentation and brewing wastewater, high-concentration organic wastewater, petroleum oil. , Coal chemical industry wastewater, dyeing wastewater, plating, surface treatment wastewater, soluble oil / fat wastewater, coating wastewater, and other wastewater containing organic substances such as COD, biodifficult-to-biodegradable substances and biometabolized waste substances. It can be applied to any conventionally known organic wastewater.
In particular, the wastewater in which the effect of the present invention remarkably appears is high in COD and chromaticity components, for example, COD of about 100 mg /
Wastewater with a concentration of 1 or more.

【0012】本発明において使用する酸化剤は、従来公
知の化学酸化法において使用されている酸化剤、例え
ば、過酸化水素、過酸化カルシウム、過硫酸アンモニウ
ム、アルキルヒドロペルオキシド、過酸エステル、過酸
化ジアルキル又はジアシル等が使用されるが、コストや
副生成物等の点からみて過酸化水素が最も好ましい。以
下過酸化水素を代表例として説明する。過酸化水素の使
用量は、特に限定されず、適用排水の内容によって変化
するが、好ましい使用量はCOD100mg/lに対して
約1〜200mg/l( Oとして、以下では as O と記載
する。)となる範囲である。
The oxidizing agent used in the present invention is an oxidizing agent used in a conventionally known chemical oxidation method, for example, hydrogen peroxide, calcium peroxide, ammonium persulfate, alkyl hydroperoxide, peracid ester, dialkyl peroxide. Alternatively, diacyl or the like is used, but hydrogen peroxide is most preferable in terms of cost and by-products. Hereinafter, hydrogen peroxide will be described as a representative example. The amount of hydrogen peroxide used is not particularly limited and varies depending on the content of the applied wastewater, but a preferable amount of hydrogen peroxide is about 1 to 200 mg / l (O, based on 100 mg / l of COD, hereinafter referred to as as O). ) Is the range.

【0013】本発明において使用する金属イオンとして
は、鉄、チタン、セリウム、銅、マンガン、コバルト、
バナジウム、クロム、鉛のイオン等が使用され、これら
の金属、金属酸化物、金属塩、錯体等いずれの形態でも
よい。本発明において特に好ましい金属イオンは、鉄イ
オンであるので以下鉄イオンを代表例として説明する。
使用する鉄イオンは、従来技術においては第1鉄イオン
が使用されたが、本発明においては第1鉄イオンは勿
論、第2鉄イオンも有効であり、更に鉄屑等の如き金属
鉄や鉄イオンをイオン交換樹脂等で固定した固定鉄イオ
ンも使用することができる。
The metal ions used in the present invention include iron, titanium, cerium, copper, manganese, cobalt,
Ions of vanadium, chromium, lead, and the like are used, and any of these metals, metal oxides, metal salts, complexes, and the like may be used. A particularly preferable metal ion in the present invention is iron ion, and therefore iron ion will be described below as a representative example.
As the iron ion to be used, ferrous ion was used in the prior art, but not only ferrous ion but also ferric ion is effective in the present invention, and further, metallic iron such as iron scraps and iron Fixed iron ions in which ions are fixed with an ion exchange resin or the like can also be used.

【0014】本発明の重要な特徴は、アルミ系化合物を
酸化処理時に鉄イオンと同時に使用することにより、過
酸化水素及び触媒としての鉄イオンの使用量が従来技術
に比較して著しく少量で十分な効果を得ることができる
点であり、使用する過酸化水素と第1鉄イオンとの使用
比率は従来技術と変わらないが、これらの少ない使用量
で従来以上の処理効果が得られる点である。
An important feature of the present invention is that by using an aluminum compound at the same time as iron ions during the oxidation treatment, the use amount of hydrogen peroxide and iron ions as a catalyst can be remarkably small as compared with the prior art. It is possible to obtain various effects, and the use ratio of hydrogen peroxide and ferrous ion to be used is the same as that of the conventional technique, but it is a point that a treatment effect more than conventional can be obtained with a small amount of these used. .

【0015】本発明方法では前記の如き排水を前記過酸
化水素と鉄イオンとを用いて排水中の有機汚濁成分を酸
化分解する際に、処理系にアルミ系化合物を添加するこ
とにより、使用する過酸化水素及び鉄イオンの量を著し
く低減することができることから、アルミ系化合物は鉄
イオンとともに酸化分解の触媒として作用する。又、ア
ルミ系化合物は、酸化処理後のアルカリ中和で析出する
鉄イオン及びアルミイオンから発生する水酸化物のの凝
集性を良好にし、処理済水の濁りを少なくする作用も有
している。
In the method of the present invention, the wastewater as described above is used by adding an aluminum compound to the treatment system when the organic pollutant components in the wastewater are oxidized and decomposed using the hydrogen peroxide and iron ions. Since the amounts of hydrogen peroxide and iron ions can be significantly reduced, the aluminum-based compound acts as a catalyst for oxidative decomposition together with iron ions. Further, the aluminum-based compound also has an effect of improving the cohesiveness of iron ions and hydroxides generated from aluminum ions precipitated by the alkali neutralization after the oxidation treatment and reducing the turbidity of the treated water. .

【0016】本発明において使用されるアルミ系化合物
としては、塩化アルミ、硝酸アルミ等のアルミ塩、アル
ミカリみょうばん、従来から使用されている全てのアル
ミ系の凝集剤、例えば、硫酸アルミ、硫酸バンド、アル
ミン酸ナトリウム、ポリ塩化アルミ等が使用できる。ア
ルミ系化合物の使用量は、アルミとして(as Al)酸化
分解の触媒として使用される金属イオンの重量の1/3
0以上の量が好ましい。1/30未満の量では、排水の
CODを処理限界値(例えば、実施例の排水ではCOD
除去率80%)以下とすることは困難である。しかしな
がら、アルミ系化合物の使用量がアルミとして金属イオ
ンの重量の2倍を超えると、それ以上使用してもCOD
は低下せず、又、それ以上に過酸化水素や金属イオンの
使用量を低減することもできなくなるので好ましくな
い。
Examples of the aluminum-based compound used in the present invention include aluminum salts such as aluminum chloride and aluminum nitrate, aluminum alum, and all conventionally used aluminum-based coagulants such as aluminum sulfate and sulfuric acid band. Sodium aluminate, polyaluminum chloride, etc. can be used. The amount of aluminum compound used is 1/3 of the weight of metal ions used as a catalyst for oxidative decomposition of aluminum (as Al).
An amount of 0 or more is preferable. When the amount is less than 1/30, the COD of wastewater is treated as a treatment limit value (for example, in the wastewater of the embodiment, COD
It is difficult to reduce the removal rate to 80% or less. However, if the amount of aluminum compound used exceeds twice the weight of metal ions as aluminum, the COD will increase even if used more than that.
Is not reduced, and the amount of hydrogen peroxide or metal ions used cannot be further reduced, which is not preferable.

【0017】上記のように、金属化合物(イオン)とア
ルミ系化合物(イオン)が、同時に排水の酸化処理時に
存在することにより酸化処理の効率が向上し、アルミ系
化合物も酸化反応の触媒として作用する。触媒効果が著
しく、特に好ましいのは、アルミ系化合物と鉄化合の併
用である。鉄化合物(as Fe)とアルミ系化合物(as A
l)を排水の酸化処理用触媒として使用する場合には、
両化合物の混合水溶液を酸化処理系(酸化反応槽)に添
加してもよいし、前記のように鉄化合物が添加された処
理系にアルミ系化合物を添加してもよい。鉄化合物(as
Fe)とアルミ系化合物(as Al)との使用割合は、前記
と同じであり、アルミ系化合物(as Al)は、鉄化合物
(as Fe)の1/30(重量)以上の割合で使用するこ
とが好ましい。アルミ系化合物の使用割合がアルミとし
て鉄の重量の2倍を超えると、それ以上の処理効率の向
上は見られず、不経済であるばりでなく、水酸化アルミ
を主体とするスラッジの処理に経費を要し好ましくな
い。
As described above, since the metal compound (ion) and the aluminum compound (ion) are present at the same time during the oxidation treatment of waste water, the efficiency of the oxidation treatment is improved, and the aluminum compound also acts as a catalyst for the oxidation reaction. To do. The catalytic effect is remarkable, and it is particularly preferable to use an aluminum compound and iron compound in combination. Iron compounds (as Fe) and aluminum compounds (as A
When l) is used as a catalyst for wastewater oxidation treatment,
A mixed aqueous solution of both compounds may be added to the oxidation treatment system (oxidation reaction tank), or an aluminum compound may be added to the treatment system to which the iron compound has been added as described above. Iron compound (as
The use ratio of Fe) and the aluminum compound (as Al) is the same as the above, and the aluminum compound (as Al) is used at a ratio of 1/30 (weight) or more of the iron compound (as Fe). It is preferable. When the proportion of aluminum compound used exceeds twice the weight of iron as aluminum, no further improvement in treatment efficiency can be seen, and it is not uneconomical, but for treating sludge mainly composed of aluminum hydroxide. Expensive and unfavorable.

【0018】本発明の排水処理方法を、処理の流れを示
す図1に基づいて説明する。被処理排水は酸化槽に導か
れ、ここで被処理排水中のCOD濃度に対応した量の鉄
イオン触媒1、過酸化水素2及びアルミ系化合物4、更
に必要に応じて排水のpHを約2乃至4に調整するため
に硫酸のような鉱酸3を添加混合する。アルミ系化合物
を酸化処理時に添加する場合には、添加しない場合に比
べて過酸化水素の使用量を約5分の1に、そして鉄イオ
ンを約5分の1に減らしても同一の処理効果が得られ
る。
The wastewater treatment method of the present invention will be described with reference to FIG. 1 showing the flow of treatment. The wastewater to be treated is guided to an oxidation tank, where the amount of iron ion catalyst 1, hydrogen peroxide 2 and aluminum-based compound 4 in an amount corresponding to the COD concentration in the wastewater to be treated, and if necessary, the pH of the wastewater is adjusted to about 2. Mineral acid 3 such as sulfuric acid is added and mixed to adjust to 4 to 4. When an aluminum compound is added during the oxidation treatment, the same treatment effect can be obtained even if the amount of hydrogen peroxide used is reduced to about 1/5 and the amount of iron ion is reduced to about 1/5 as compared with the case where it is not added. Is obtained.

【0019】この酸化槽中で撹拌しながら酸化分解を行
うことによって排水中の有機汚濁成分は酸化分解され反
応を完了する。本発明においては、酸化処理時の温度
は、特に制限はないが、排水の温度が高ければ酸化効率
を高めることが出来るので好ましい。反応時間は、常温
で約0.01乃至5時間である。
By carrying out oxidative decomposition while stirring in this oxidizing tank, the organic pollutant components in the waste water are oxidatively decomposed to complete the reaction. In the present invention, the temperature during the oxidation treatment is not particularly limited, but it is preferable that the temperature of the waste water is high because the oxidation efficiency can be increased. The reaction time is about 0.01 to 5 hours at room temperature.

【0020】酸化処理された処理水は、中和槽で苛性ソ
ーダの如きアルカリ5で中和されてpHが約4以上に調
整されると、触媒としての鉄イオン(主に第2鉄イオ
ン)及び酸化処理時に添加したアルミ系化合物はフロッ
ク状に析出する。これを凝集槽に導いて、例えば、高分
子凝集剤6を添加して沈澱槽で沈澱させる。使用したア
ルミ系化合物が凝集剤としても作用するので、著しく少
ない量の高分子凝集剤の使用で上記の析出物を沈殿させ
ることができる。沈澱物は槽の底からスラッジとして回
収する。このスラッジは水酸化第2鉄及び水酸化アルミ
ニウムを主成分とするので、これを酸に溶解することに
よって、水酸化第2鉄及び水酸化アルミニウムを前記の
鉄イオン触媒及びアルミ系化合物として再使用可能であ
る。上澄液は処理済水として放流又は別の処理システ
ム、例えば、生物学的処理にまわされる。
When the treated water subjected to the oxidation treatment is neutralized with an alkali 5 such as caustic soda in a neutralization tank to adjust the pH to about 4 or more, iron ions (mainly ferric ion) as a catalyst and The aluminum-based compound added during the oxidation treatment precipitates in the form of flocs. This is introduced into a coagulation tank, and, for example, a polymer coagulant 6 is added to cause precipitation in the precipitation tank. Since the used aluminum-based compound also acts as a coagulant, the above-mentioned precipitate can be precipitated by using a remarkably small amount of the polymer coagulant. The precipitate is collected as sludge from the bottom of the tank. Since this sludge contains ferric hydroxide and aluminum hydroxide as main components, by dissolving this in acid, the ferric hydroxide and aluminum hydroxide can be reused as the iron ion catalyst and aluminum compound. It is possible. The supernatant is discharged as treated water or passed to another treatment system, eg biological treatment.

【0021】尚、被処理排水中に高分子凝集剤等の凝集
剤によって分離可能な有機汚濁成分を多量に含有する場
合には、本発明の方法を実施する前に、前処理工程を設
けて有機汚濁成分の一部を除去してから酸化処理するこ
とにより、本発明における薬剤使用量を更に節約するこ
とができる。
If the wastewater to be treated contains a large amount of organic pollutant components which can be separated by a coagulant such as a polymer coagulant, a pretreatment step should be provided before carrying out the method of the present invention. By removing a part of the organic pollutant components and then subjecting to an oxidation treatment, the amount of the chemical agent used in the present invention can be further saved.

【0022】本発明の排水処理方法においては、回分式
プロセス及び酸化槽を連続反応塔(又は反応管)とし、
反応塔中に鉄イオン触媒を担持した触媒担体を固定又は
流動させ、必要に応じて熱交換器又は他の熱源によって
加熱された排水に所定量の過酸化水素、アルミ系化合物
及び鉱酸を連続的に注入しながら反応塔に送り、酸化さ
せる連続プロセスを用いることができる。
In the wastewater treatment method of the present invention, the batch process and the oxidation tank are continuous reaction towers (or reaction tubes),
The catalyst carrier supporting the iron ion catalyst is fixed or flowed in the reaction tower, and if necessary, a predetermined amount of hydrogen peroxide, an aluminum compound and a mineral acid are continuously added to the wastewater heated by a heat exchanger or another heat source. It is possible to use a continuous process in which the compound is sent to the reaction tower while being injected, and then oxidized.

【0023】[0023]

【実施例】次に実施例及び比較例を挙げて本発明を更に
具体的に説明する。 実施例1 過酸化水素20mg/l(as O)と第1鉄塩(環境エン
ジニアリング社製 フェロカットFI:FeCl2の3
0重量%水溶液)100mg/l(as Fe)を用い、硫
酸バンド(Al23含有量8重量%)を変量添加して、
希硫酸でpHを3に調整した下記表1の組成の排水を2
5℃で15分間酸化分解した。中和後の処理水には濁り
もなく、水酸化鉄の凝集状態は良好であった。後記の比
較例2の過酸化水素量の1/5以下及び第1鉄塩量の1
/4及び硫酸バンド500mg/lの使用でCODを処
理限界値(COD除去率80%)以下とすることが出来
た。処理済水のCOD及びBODと過酸化水素、第1鉄
塩及び硫酸バンドの添加量の関係を図2に示す。
Next, the present invention will be described more specifically with reference to examples and comparative examples. Example 1 Hydrogen peroxide 20 mg / l (as O) and ferrous salt (3 from Ferrocut FI: FeCl 2 manufactured by Environmental Engineering Co., Ltd.)
0 wt% aqueous solution) 100 mg / l (as Fe) was used, and a sulfuric acid band (Al 2 O 3 content 8 wt%) was added in a variable amount,
2 of waste water with the composition shown in Table 1 below adjusted to pH 3 with dilute sulfuric acid
It was oxidatively decomposed at 5 ° C for 15 minutes. There was no turbidity in the treated water after neutralization, and the iron hydroxide agglomerated state was good. 1/5 or less of the amount of hydrogen peroxide and 1 of the amount of ferrous salt in Comparative Example 2 described below.
It was possible to make the COD below the treatment limit value (COD removal rate 80%) by using / 4 and a sulfuric acid band of 500 mg / l. The relationship between the COD and BOD of the treated water and the amounts of hydrogen peroxide, ferrous salt and sulfuric acid band added is shown in FIG.

【0024】[0024]

【表1】 ( )内は溶解性濃度を示す。[Table 1] Soluble concentration is shown in parentheses.

【0025】比較例1 硫酸バンドを変量し、希硫酸でpHを7に調整した前記
排水を25℃で15分間凝集処理した。硫酸バンドを2
000mg/l以上使用してもCODは処理限界値(C
OD除去率80%)以下に低下させることは出来なかっ
た。処理済水のCOD及びBODと硫酸バンドの添加量
の関係を図3に示す。
Comparative Example 1 The effluent whose pH was adjusted to 7 with dilute sulfuric acid was subjected to coagulation treatment at 25 ° C. for 15 minutes while varying the sulfuric acid band. 2 sulfuric acid bands
Even if 000 mg / l or more is used, COD has a treatment limit value (C
The OD removal rate could not be reduced below 80%). The relationship between the COD and BOD of the treated water and the addition amount of the sulfuric acid band is shown in FIG.

【0026】比較例2 過酸化水素(mg/l as O)と過酸化水素の4倍量の
前記第1鉄塩の使用量を変量し、希硫酸でpHを3に調
整した前記排水を25℃で15分間酸化分解した。過酸
化水素100mg/l(as O)及び第1鉄塩400mg
/l(as Fe)以上の使用によりCODを処理限界値
(COD除去率80%)に低下させることが出来る。処
理済水のCOD及びBODと過酸化水素及び第1鉄塩の
添加量の関係を図4に示す。
Comparative Example 2 The amount of hydrogen peroxide (mg / l as O) and the amount of the ferrous salt used which was four times the amount of hydrogen peroxide were varied, and the pH of the waste water adjusted to 3 with diluted sulfuric acid was adjusted to 25. It was oxidatively decomposed at 15 ° C. for 15 minutes. Hydrogen peroxide 100 mg / l (as O) and ferrous salt 400 mg
The COD can be lowered to the treatment limit value (COD removal rate of 80%) by using / l (as Fe) or more. FIG. 4 shows the relationship between the COD and BOD of the treated water and the addition amounts of hydrogen peroxide and ferrous salt.

【0027】実施例2及び3、比較例3及び4 BODが18mg/l、CODが95mg/lである製
紙工場の2次処理水を用い、希硫酸でpHを3に調節
し、25℃で15分間酸化分解を行った。使用した薬剤
及び使用量は表2に示す通りである。尚、第1鉄塩は実
施例1と同じ化合物を用いた。結果を表2に併記する。
Examples 2 and 3, Comparative Examples 3 and 4 Using secondary treated water from a paper mill having a BOD of 18 mg / l and a COD of 95 mg / l, the pH was adjusted to 3 with dilute sulfuric acid, and at 25 ° C. Oxidative decomposition was performed for 15 minutes. The chemicals used and the amounts used are shown in Table 2. The same compound as in Example 1 was used as the ferrous salt. The results are also shown in Table 2.

【0028】[0028]

【表2】 (*)第一鉄塩及び過酸化水素は使用しない。[Table 2] (*) Ferrous salt and hydrogen peroxide are not used.

【0029】有機汚濁物質の濃度が比較的低濃度であっ
ても、排水量が厖大である製紙工場排水等の2次処理水
のように、除去率としては低くても有機汚濁負荷を低減
しなければならない場合、残留するBODやCOD成分
の一部を再処理することにより処理目標を達成すること
が必要となる。ところが、従来の化学酸化法では、鉄イ
オン触媒の使用量が少ないと、過酸化水素が本来の酸化
分解反応に利用される前に消費されたり、触媒回収工程
で凝集不良を起こすことがあった。本発明方法では、表
2に示すように処理効果が著しく向上するのみならず、
安定した鉄等の水酸化物の凝集により、触媒回収を容易
かつ安定に行うことができた。
Even if the concentration of organic pollutants is comparatively low, it is necessary to reduce the load of organic pollution even if the removal rate is low, as in the case of secondary treated water such as wastewater from paper mills where the amount of wastewater is enormous. If this is not the case, it will be necessary to reprocess some of the remaining BOD and COD components to achieve the process goal. However, in the conventional chemical oxidation method, when the amount of iron ion catalyst used is small, hydrogen peroxide may be consumed before being used for the original oxidative decomposition reaction, or aggregation failure may occur in the catalyst recovery step. . In the method of the present invention, not only the treatment effect is remarkably improved as shown in Table 2, but
The stable aggregation of hydroxides such as iron enabled easy and stable catalyst recovery.

【0030】実施例4 染色工場排水(COD88mg/l、色度180°)
を、酸化剤として過酸化水素(35重量%水溶液)を、
触媒として塩化第1鉄と硫酸アルミニウムの混合水溶液
(Feの含有量:4重量%、Alの含有量:1重量%)
を用い、表3に示す割合で過酸化水素と触媒を使用して
酸化処理を行った。酸化反応は、上記排水に過酸化水素
と触媒を添加し、希硫酸でpHを3に調整し、25℃で
10分間行った。苛性ソーダ溶液でpHを8に調整した
後、No.5A濾紙で濾過し、濾液のCODと色度とを
測定した。その結果を表3に示す。尚、CODの測定は
下水試験法に、色度の測定は上水試験法に準拠した。以
下の例においても同様である。
Example 4 Dyeing plant wastewater (COD 88 mg / l, chromaticity 180 °)
Hydrogen peroxide (35% by weight aqueous solution) as an oxidant,
Mixed aqueous solution of ferrous chloride and aluminum sulfate as a catalyst (Fe content: 4% by weight, Al content: 1% by weight)
Was used to perform oxidation treatment using hydrogen peroxide and a catalyst in the proportions shown in Table 3. The oxidation reaction was carried out by adding hydrogen peroxide and a catalyst to the waste water, adjusting the pH to 3 with dilute sulfuric acid, and at 25 ° C. for 10 minutes. After adjusting the pH to 8 with a caustic soda solution, After filtering through 5A filter paper, the COD and chromaticity of the filtrate were measured. Table 3 shows the results. The COD was measured according to the sewage test method, and the chromaticity was measured according to the clean water test method. The same applies to the following examples.

【0031】実施例5 触媒として塩化第1鉄とポリ塩化アルミとの混合水溶液
(Feの含有量:4.5重量%、Alの含有量:0.5
重量%)を使用する以外は実施例4と同様にして上記の
排水の酸化処理を行った。その結果を表3に示す。
Example 5 A mixed aqueous solution of ferrous chloride and polyaluminum chloride as a catalyst (Fe content: 4.5% by weight, Al content: 0.5)
The above waste water was oxidized in the same manner as in Example 4 except that (% by weight) was used. Table 3 shows the results.

【0032】比較例5 触媒として塩化第1鉄水溶液(Fe含有量:5重量%)
を使用する以外は実施例4と同様にして上記の排水の酸
化処理を行った。その結果を表3に示す。
Comparative Example 5 Ferrous chloride aqueous solution (Fe content: 5% by weight) as a catalyst
The wastewater was oxidized in the same manner as in Example 4 except that the above was used. Table 3 shows the results.

【0033】比較例6 触媒として硫酸アルミ水溶液(Al含有量:5重量%)
を使用する以外は実施例4と同様にして上記の排水の酸
化処理を行った。その結果を表3に示す。
Comparative Example 6 Aluminum sulfate aqueous solution (Al content: 5% by weight) as a catalyst
The wastewater was oxidized in the same manner as in Example 4 except that the above was used. Table 3 shows the results.

【0034】[0034]

【表3】 [Table 3]

【0035】[0035]

【発明の効果】以上の通り、本発明によれば、高濃度C
ODを含む排水の化学酸化方法において、酸化反応時に
アルミ系化合物を反応系に添加することにより、過酸化
水素、金属、特に鉄触媒量及び高分子凝集剤の使用量を
少なくすることによって、処理効率が向上するだけでな
く、著しい処理コストの節減が可能となる。更に、処理
後、アルカリ中和により生成する鉄等の金属及びアルミ
の水酸化物は容易に凝集沈殿するので、着色のない清澄
な処理済水が得られる。又、該水酸化物を凝集させ、沈
殿させる為に使用する高分子凝集剤も非常に少ない量で
済む。従って、著しい処理コストの節減が可能となり、
化学酸化処理方法を工業的に十分なコストで実施するこ
とが可能である。
As described above, according to the present invention, high concentration C
In a chemical oxidation method for wastewater containing OD, treatment is carried out by adding an aluminum compound to the reaction system during the oxidation reaction, thereby reducing the amount of hydrogen peroxide, metal, especially iron catalyst and polymer flocculant used. Not only is efficiency improved, but significant processing cost savings are possible. Furthermore, after the treatment, the metal such as iron and the hydroxide of aluminum produced by the neutralization with alkali easily aggregate and precipitate, so that clear treated water without coloring can be obtained. Further, the amount of the polymer flocculant used for flocculating and precipitating the hydroxide can be very small. Therefore, it is possible to significantly reduce the processing cost,
It is possible to carry out the chemical oxidation treatment method industrially at a sufficient cost.

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

【図1】 本発明の排水処理工程を示す概略図である。FIG. 1 is a schematic view showing a wastewater treatment process of the present invention.

【図2】 実施例1の排水処理結果を示す図である。点
線はCODの処理限界(COD除去率80%)のレベル
を示す。以下の図も同様である。
FIG. 2 is a diagram showing a result of wastewater treatment of Example 1. The dotted line indicates the level of the COD processing limit (COD removal rate 80%). The same applies to the following figures.

【図3】 比較例1の排水処理結果を示す図である。FIG. 3 is a diagram showing a result of wastewater treatment of Comparative Example 1.

【図4】 比較例2の排水処理結果を示す図である。FIG. 4 is a diagram showing a result of wastewater treatment of Comparative Example 2.

【符号の説明】[Explanation of symbols]

1:金属イオン触媒 2:過酸化水素(酸化剤) 3:鉱酸 4:アルミ系化合物 5:アルカリ 6:高分子凝集剤 1: Metal Ion Catalyst 2: Hydrogen Peroxide (Oxidizer) 3: Mineral Acid 4: Aluminum Compound 5: Alkaline 6: Polymer Coagulant

───────────────────────────────────────────────────── 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 1/52 C02F 1/52 Z (72)発明者 山本 一郎 東京都千代田区東神田2−5−12 環境エ ンジニアリング株式会社内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Internal reference number FI Technical indication location C02F 1/52 C02F 1/52 Z (72) Inventor Ichiro Yamamoto 2-5 Higashikanda, Chiyoda-ku, Tokyo −12 Environmental Engineering Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 排水中の有機汚濁成分を金属イオンを触
媒として酸化剤で酸化分解する排水の高度処理方法にお
いて、酸化分解時にアルミ系化合物を処理系に添加する
ことを特徴とする排水の高度処理方法。
1. A high-grade treatment method for wastewater, comprising the step of oxidatively decomposing organic pollutant components in the wastewater with an oxidizing agent using a metal ion as a catalyst, wherein an aluminum compound is added to the treatment system during oxidative decomposition. Processing method.
【請求項2】 アルミ系化合物の使用量が、アルミとし
て金属イオン重量の1/30以上である請求項1に記載
の排水の高度処理方法。
2. The advanced treatment method for wastewater according to claim 1, wherein the amount of the aluminum compound used is 1/30 or more of the weight of metal ions as aluminum.
【請求項3】 酸化剤が過酸化水素であり、該過酸化水
素の添加濃度(酸素原子として)が、COD濃度100
mg/l当り1〜200mg/lの範囲である請求項1に記
載の排水の高度処理方法。
3. The oxidizing agent is hydrogen peroxide, and the added concentration of hydrogen peroxide (as oxygen atoms) is 100 COD concentration.
The advanced treatment method for wastewater according to claim 1, wherein the range is 1 to 200 mg / l per mg / l.
【請求項4】 金属イオンが、第1鉄イオン及び/又は
第2鉄イオンであり、これらの鉄イオン濃度(Feとし
て)が過酸化水素(Oとして)100mg/l当り50〜
800mg/lの範囲である請求項1に記載の排水の高度
処理方法。
4. The metal ions are ferrous ions and / or ferric ions, and the concentration of these iron ions (as Fe) is from 50 to 100 mg / l hydrogen peroxide (as O).
The advanced treatment method for wastewater according to claim 1, wherein the range is 800 mg / l.
【請求項5】 鉄化合物及びアルミ系化合物を含有して
なることを特徴とする排水の酸化処理用触媒。
5. A catalyst for oxidation treatment of waste water, comprising an iron compound and an aluminum compound.
【請求項6】 アルミ化合物(Alとして)の使用量
が、鉄化合物(Feとして)の重量の1/30以上であ
る請求項5に記載の排水の酸化処理用触媒。
6. The catalyst for oxidation treatment of waste water according to claim 5, wherein the amount of the aluminum compound (as Al) used is 1/30 or more of the weight of the iron compound (as Fe).
JP17389895A 1995-06-19 1995-06-19 High degree treating method for waste water and catalyst for oxidation treatment of waste water Pending JPH091162A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17389895A JPH091162A (en) 1995-06-19 1995-06-19 High degree treating method for waste water and catalyst for oxidation treatment of waste water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17389895A JPH091162A (en) 1995-06-19 1995-06-19 High degree treating method for waste water and catalyst for oxidation treatment of waste water

Publications (1)

Publication Number Publication Date
JPH091162A true JPH091162A (en) 1997-01-07

Family

ID=15969137

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17389895A Pending JPH091162A (en) 1995-06-19 1995-06-19 High degree treating method for waste water and catalyst for oxidation treatment of waste water

Country Status (1)

Country Link
JP (1) JPH091162A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010162493A (en) * 2009-01-16 2010-07-29 Kurita Water Ind Ltd Method and device for flocculation and sedimentation treatment of low organic compound concentration wastewater
WO2015020005A1 (en) * 2013-08-07 2015-02-12 株式会社アオヤマエコシステム Tool for generating reactive oxygen species
CN113181933A (en) * 2021-04-23 2021-07-30 重庆大学 Iron-copper bimetallic sulfide microsphere, preparation method thereof and application thereof in water treatment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010162493A (en) * 2009-01-16 2010-07-29 Kurita Water Ind Ltd Method and device for flocculation and sedimentation treatment of low organic compound concentration wastewater
WO2015020005A1 (en) * 2013-08-07 2015-02-12 株式会社アオヤマエコシステム Tool for generating reactive oxygen species
CN113181933A (en) * 2021-04-23 2021-07-30 重庆大学 Iron-copper bimetallic sulfide microsphere, preparation method thereof and application thereof in water treatment

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