JP2003145169A - Wastewater treatment method - Google Patents

Wastewater treatment method

Info

Publication number
JP2003145169A
JP2003145169A JP2001343466A JP2001343466A JP2003145169A JP 2003145169 A JP2003145169 A JP 2003145169A JP 2001343466 A JP2001343466 A JP 2001343466A JP 2001343466 A JP2001343466 A JP 2001343466A JP 2003145169 A JP2003145169 A JP 2003145169A
Authority
JP
Japan
Prior art keywords
water
ozone
hydrogen peroxide
waste
dissolved
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
JP2001343466A
Other languages
Japanese (ja)
Inventor
Kuniko Yamano
邦子 山野
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.)
Sumitomo Precision Products Co Ltd
Original Assignee
Sumitomo Precision Products 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 Sumitomo Precision Products Co Ltd filed Critical Sumitomo Precision Products Co Ltd
Priority to JP2001343466A priority Critical patent/JP2003145169A/en
Publication of JP2003145169A publication Critical patent/JP2003145169A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To efficiently and economically decompose dissolved ozone remaining in waste ozone water after ozone water is used in wet treatment such as washing or the like. SOLUTION: Waste ozone water to which hydrogen peroxide is added is sent to a treatment tank 2 to decompose dissolved ozone in waste ozone water. The amount of hydrogen peroxide added may be a small amount of 1 or less in a molar ratio to dissolved ozone. The emission of dissolved ozone is accelerated by performing aeration in the treatment tank 2. The decomposition of dissolved ozone is accelerated by irradiating waste ozone water with ultraviolet rays along with the addition of hydrogen peroxide. Treated water is reutilized as raw water or the like of ultrapure water supplied to an ozone water making apparatus without being treated as a waste liquid.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、オゾンガスが溶解
したオゾン水を使用した後の排オゾン水中に残存する溶
存オゾンを分解する排水処理方法及び装置、並びにその
装置を用いたオゾン水製造装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waste water treatment method and apparatus for decomposing dissolved ozone remaining in waste ozone water after using ozone water in which ozone gas is dissolved, and an ozone water producing apparatus using the apparatus. .

【0002】[0002]

【従来の技術】近時、半導体分野、例えば半導体基板や
液晶用ガラス基板の洗浄処理、表面改質処理等におい
て、オゾン水が使用され始めた。ここに使用されるオゾ
ン水は、上水を精製して製造された純水又は超純水にオ
ゾンガスを溶解させたものであり、使用後も高濃度のオ
ゾンを含み、使用後の排オゾン水をそのまま排出する
と、排水工程における材料の酸化劣化が発生する。この
ため、使用後の排オゾン水中に残存する溶存オゾンを分
解処理する必要があった。
2. Description of the Related Art Recently, ozone water has begun to be used in the field of semiconductors, for example, in cleaning treatments of semiconductor substrates and liquid crystal glass substrates, surface modification treatments and the like. The ozone water used here is one in which ozone gas is dissolved in pure water or ultrapure water produced by purifying clean water, contains high-concentration ozone even after use, and is waste ozone water after use. If it is discharged as it is, oxidative deterioration of the material occurs in the drainage process. Therefore, it is necessary to decompose the dissolved ozone remaining in the waste ozone water after use.

【0003】そして、これまで、この排オゾン水の処理
方法としては、活性炭による吸着処理、或いは酸廃液又
はアルカリ廃液としての処理が使用されていた。
Up to now, as a method for treating this waste ozone water, an adsorption treatment with activated carbon or a treatment with an acid waste liquid or an alkali waste liquid has been used.

【0004】[0004]

【発明が解決しようとする課題】ところで、オゾン水の
場合、洗浄等に使用した後は基板等から除去した汚染物
質により清浄度は低下するが、超純水の製造過程で原水
として使用される上水に比べれば、極めて清浄度が高い
状態にある。また、オゾンは分解後には酸素となり、有
害な物質を発生しない。従って、使用後の排オゾン水を
廃液として廃棄する必要はなく、むしろ回収し、精製し
て超純水として再利用した方が得策と考えられる。
By the way, in the case of ozone water, the cleanliness of the ozone water decreases after it has been used for cleaning due to contaminants removed from the substrate, but it is used as raw water in the process of producing ultrapure water. Compared to tap water, the cleanliness is extremely high. Also, ozone becomes oxygen after decomposition and does not generate harmful substances. Therefore, it is considered that it is better to collect the waste ozone water after use as waste liquid, rather to collect it, purify it, and reuse it as ultrapure water.

【0005】このような要望に対し、活性炭による吸着
処理では、処理水の回収は可能であるが、その処理水が
活性炭により汚染されるという二次汚染の問題がある。
加えて、活性炭の定期交換が必要である上、廃棄物であ
る使用済み活性炭が発生し、その処分が必要となる。一
方、酸廃液又はアルカリ廃液としての処理では、処理水
が廃棄されてしまい、その再使用ができない上に、処理
コストが高く、排水量が増加する問題もある。
In response to such a demand, although the treated water can be recovered by the adsorption treatment with activated carbon, there is a problem of secondary contamination that the treated water is contaminated with activated carbon.
In addition, the activated carbon needs to be replaced regularly, and used activated carbon that is a waste product is generated and needs to be disposed of. On the other hand, in the treatment as an acid waste liquid or an alkali waste liquid, the treated water is discarded and cannot be reused, and the treatment cost is high and the amount of waste water increases.

【0006】本発明の目的は、処理コストが安く、しか
も、清浄度の高い処理水が得られる排水処理方法及び装
置を提供することにある。また、本発明の他の目的は、
その排水処理装置を組み合わせた商品価値の高いオゾン
水製造装置を提供することにある。
It is an object of the present invention to provide a wastewater treatment method and apparatus which are low in treatment cost and can obtain treated water with high cleanliness. Further, another object of the present invention is to
An object of the present invention is to provide an ozone water production device having a high commercial value in combination with the wastewater treatment device.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明の排処理方法は、オゾンガスが溶解したオゾ
ン水を洗浄等のウエット処理に使用した後の排オゾン水
に過酸化水素を添加して、排オゾン水中に残存する溶存
オゾンを分解するものである。
In order to achieve the above object, the waste treatment method according to the present invention uses hydrogen peroxide in waste ozone water after ozone water in which ozone gas is dissolved is used for wet treatment such as cleaning. It is added to decompose dissolved ozone remaining in waste ozone water.

【0008】また、本発明の排水処理装置は、オゾンガ
スが溶解したオゾン水を洗浄等のウエット処理に使用し
た後の排オゾン水に過酸化水素を添加する添加手段と、
添加された過酸化水素を排オゾン水と接触させる接触手
段とを具備している。
Further, the waste water treatment apparatus of the present invention comprises an addition means for adding hydrogen peroxide to the waste ozone water after the ozone water in which ozone gas is dissolved is used for wet treatment such as cleaning.
The contact means for contacting the added hydrogen peroxide with the waste ozone water.

【0009】また、本発明のオゾン水製造装置は、純水
製造装置より供給される純水又は超純水を用いてオゾン
水を製造するオゾン水製造装置であって、請求項5に記
載の排水処理装置と組み合わされており、当該オゾン水
製造装置で製造されたオゾン水を使用した後の排オゾン
水が前記排水処理装置に被処理水として導入され、前記
排水処理装置から排出される処理水が前記純水製造装置
に原水として導入されるように構成されている。
Further, the ozone water producing apparatus of the present invention is an ozone water producing apparatus for producing ozone water using pure water or ultrapure water supplied from the pure water producing apparatus. A treatment that is combined with a wastewater treatment device, and waste ozone water after using the ozone water produced by the ozone water production device is introduced into the wastewater treatment device as water to be treated and discharged from the wastewater treatment device. Water is introduced into the pure water producing apparatus as raw water.

【0010】排オゾン水中に残存する溶存オゾンは、過
酸化水素の添加により、下記の反応式に従って分解す
る。 O3 +H2 2 →H2 O+2O2
Dissolved ozone remaining in the discharged ozone water is decomposed by the addition of hydrogen peroxide according to the following reaction formula. O 3 + H 2 O 2 → H 2 O + 2O 2

【0011】上記の反応式によると、溶存オゾンの分解
に必要な過酸化水素の添加量は、理論的には溶存オゾン
に対するモル比で1となるが、実験した結果、実際には
それより少ない添加量でも溶存オゾンが消滅することが
判明した。これは、上記の反応式により溶存オゾンが分
解消滅するだけでなく、過酸化水素の添加により生成す
るラジカルにより溶存オゾンが連鎖的に分解されるため
と考えられる。このような理由から、過酸化水素の添加
量は理論値より低減でき、具体的には溶存オゾンに対す
るモル比で1以下、1/30以上が好ましく、1/5以
下、1/20以上が特に好ましい。この添加量が多い
と、過酸化水素の添加コストが増大すると共に、過酸化
水素の残存が問題になる。少ないと、残存オゾンの分解
が不十分となる。
According to the above reaction formula, the added amount of hydrogen peroxide required for decomposition of dissolved ozone is theoretically 1 in terms of molar ratio to dissolved ozone, but as a result of experiments, it is actually smaller than that. It was found that dissolved ozone disappeared even with the addition amount. It is considered that this is because not only the dissolved ozone is decomposed and extinguished by the above reaction formula, but also the dissolved ozone is decomposed in a chain by radicals generated by addition of hydrogen peroxide. For this reason, the amount of hydrogen peroxide added can be reduced below the theoretical value. Specifically, the molar ratio to dissolved ozone is preferably 1 or less, 1/30 or more, and particularly 1/5 or less, 1/20 or more. preferable. If the amount of addition is large, the cost of adding hydrogen peroxide increases and the remaining hydrogen peroxide becomes a problem. If it is too small, the decomposition of residual ozone will be insufficient.

【0012】過酸化水素の添加による溶存オゾン分解の
特徴点は以下のとおりである。
The characteristics of dissolved ozone decomposition by the addition of hydrogen peroxide are as follows.

【0013】第1に、前述のとおり、過酸化水素の使用
量を理論値より低減できる。このため、ランニングコス
トが安く、分解処理後の回収水中に残存する過酸化水素
量も低減される。第2に、オゾンと過酸化水素の反応で
は、水と酸素が生成し、有害な物質が生成しない。仮に
過酸化水素が残存しても、微量であり、最終的には水と
酸素に分解される。このため、活性炭のような処理水の
二次汚染がない。第3に、定期交換が不要となり、廃棄
物も生じない。
First, as described above, the amount of hydrogen peroxide used can be reduced below the theoretical value. Therefore, the running cost is low and the amount of hydrogen peroxide remaining in the recovered water after the decomposition treatment is also reduced. Second, in the reaction of ozone and hydrogen peroxide, water and oxygen are produced, and no harmful substances are produced. Even if hydrogen peroxide remains, the amount is very small and eventually decomposed into water and oxygen. Therefore, there is no secondary contamination of treated water such as activated carbon. Thirdly, regular replacement is unnecessary and no waste is generated.

【0014】溶存オゾンの除去効率を高めるためには、
過酸化水素の添加に加え、空気や窒素ガスなどによる曝
気を行うのが有効である。曝気によると、排オゾン水中
に残存する溶存オゾンの排出が促進されることにより、
溶存オゾンの除去効率が向上する。また、過酸化水素の
添加に加え、紫外線を照射することも有効である。紫外
線の照射によると、排オゾン水中に残存する溶存オゾン
の分解が促進されることにより、溶存オゾンの除去効率
が向上する。
In order to increase the removal efficiency of dissolved ozone,
In addition to the addition of hydrogen peroxide, it is effective to perform aeration with air or nitrogen gas. According to aeration, the discharge of dissolved ozone remaining in the discharged ozone water is promoted,
The efficiency of removing dissolved ozone is improved. In addition to the addition of hydrogen peroxide, irradiation with ultraviolet rays is also effective. The irradiation of ultraviolet rays accelerates the decomposition of dissolved ozone remaining in the exhaust ozone water, thereby improving the efficiency of removing dissolved ozone.

【0015】このようにして溶存オゾンの除去効率を高
めると、過酸化水素の必要量をより一層低減することが
可能となる。また、分解処理後の回収水中に含まれる余
剰な過酸化水素を除去乃至は低減することが可能とな
る。
By increasing the efficiency of removing dissolved ozone in this way, it becomes possible to further reduce the required amount of hydrogen peroxide. Further, it becomes possible to remove or reduce the excess hydrogen peroxide contained in the recovered water after the decomposition treatment.

【0016】なお、溶存オゾンを分解するために、過酸
化水素を添加せずに紫外線の照射のみを行った場合、大
型の装置となり、且つ電力消費量が大きくなるが、過酸
化水素添加の補助として紫外線を使用する場合は、装置
の大型化及び電力消費量の増大が可及的に回避される。
If only ultraviolet rays are irradiated without adding hydrogen peroxide in order to decompose dissolved ozone, the apparatus becomes large and the power consumption becomes large. When ultraviolet rays are used as the light source, an increase in size of the device and an increase in power consumption can be avoided as much as possible.

【0017】[0017]

【発明の実施の形態】以下に本発明の実施形態を図面に
基づいて説明する。図1は本発明の一実施形態を示す排
水処理装置の系統図である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a system diagram of a wastewater treatment device showing an embodiment of the present invention.

【0018】本排水処理装置は、本発明の排水処理方法
を実施するのに適した装置であり、超純水を用いてオゾ
ン水を製造するオゾン水製造装置に組み合わされてい
る。このオゾン水製造装置は、純水製造装置から供給さ
れる超純水に、オゾナイザで発生させたオゾンガスを溶
解させることによりオゾン水を製造する。オゾン水製造
装置で製造されたオゾン水は、半導体基板や液晶用ガラ
ス基板の洗浄処理、表面改質処理等に使用され、その使
用後の排オゾン水が本排水処理装置に被処理水として導
入される。
This wastewater treatment equipment is an equipment suitable for carrying out the wastewater treatment method of the present invention, and is combined with an ozone water producing equipment for producing ozone water using ultrapure water. This ozone water producing apparatus produces ozone water by dissolving ozone gas generated by an ozonizer in ultrapure water supplied from the pure water producing apparatus. Ozone water produced by the ozone water production equipment is used for cleaning treatment of semiconductor substrates and liquid crystal glass substrates, surface modification treatment, etc., and the waste ozone water after use is introduced into this wastewater treatment equipment as treated water. To be done.

【0019】なお、純水製造装置は、原水を精製して超
純水を製造するものであり、製造された超純水は、オゾ
ン水製造装置だけでなく、半導体基板や液晶用ガラス基
板の処理工程全般に供給される。
The pure water producing apparatus purifies raw water to produce ultrapure water. The produced ultrapure water is used not only in the ozone water producing apparatus but also in the semiconductor substrate and the glass substrate for liquid crystal. It is supplied to all processing steps.

【0020】本排水処理装置では、排オゾン水からなる
被処理水がミキサー1を介して処理槽2に導入される。
ミキサー1の上流側では、被処理水に過酸化水素が添加
される。添加量は、被処理水中に残存する溶存オゾン量
に基づいて決定される。過酸化水素添加ポイントの更に
上流側には、この溶存オゾン量を測定するセンサ3が設
けられている。
In this wastewater treatment equipment, the water to be treated consisting of waste ozone water is introduced into the treatment tank 2 via the mixer 1.
On the upstream side of the mixer 1, hydrogen peroxide is added to the water to be treated. The amount of addition is determined based on the amount of dissolved ozone remaining in the water to be treated. A sensor 3 for measuring the amount of dissolved ozone is provided further upstream of the hydrogen peroxide addition point.

【0021】ミキサー1は、過酸化水素が添加された被
処理水を攪拌し、反応を促進する。処理槽2は、添加さ
れた過酸化水素を被処理水と接触させる接触手段であ
る。処理槽2の内部は、隔壁4により、上流側の滞留槽
と下流側の曝気槽に分割されている。曝気槽には、清浄
空気がフィルター5を介して導入される。清浄空気の導
入に伴って処理槽2から排出される排ガスは、フィルタ
ー6及び排オゾン分解器7を経て大気中に放出される。
The mixer 1 agitates the water to be treated to which hydrogen peroxide has been added to promote the reaction. The treatment tank 2 is a contact means for bringing the added hydrogen peroxide into contact with the water to be treated. The inside of the processing tank 2 is divided by a partition wall 4 into a retention tank on the upstream side and an aeration tank on the downstream side. Clean air is introduced into the aeration tank through the filter 5. The exhaust gas discharged from the processing tank 2 with the introduction of clean air is discharged into the atmosphere through the filter 6 and the exhaust ozone decomposer 7.

【0022】処理槽2から導出される処理水は、前述し
た純水製造装置へ送られ、ここにおける超純水製造用の
原水の一部として使用される。
The treated water discharged from the treatment tank 2 is sent to the pure water producing apparatus described above and used as a part of the raw water for producing ultrapure water.

【0023】本排水処理装置では、被処理水に過酸化水
素が添加される。過酸化水素が添加された被処理水は、
ミキサー1で攪拌された後、処理槽2内の滞留槽から曝
気槽へ移動する。この過程で、被処理水中に存在する溶
存オゾンと過酸化水素が接触し続ける。これにより、溶
存オゾンが分解し、その消滅が促進される。また、曝気
槽で被処理水中に清浄空気が注入されることにより、被
処理水中に残存する溶存オゾンが被処理水の外へ排除さ
れる。
In this wastewater treatment equipment, hydrogen peroxide is added to the water to be treated. The water to be treated to which hydrogen peroxide has been added is
After being stirred by the mixer 1, the treatment tank 2 moves from the retention tank to the aeration tank. In this process, dissolved ozone existing in the water to be treated and hydrogen peroxide keep contacting with each other. As a result, dissolved ozone is decomposed and its disappearance is promoted. Further, by injecting clean air into the water to be treated in the aeration tank, the dissolved ozone remaining in the water to be treated is removed to the outside of the water to be treated.

【0024】このような二重の処理(過酸化水素の添加
による分解及び曝気による排除)により、被処理水中の
溶存オゾンが効率的に除去される。処理槽2で比処理水
に紫外線を照射すると、除去効率は更に向上する。
Dissolved ozone in the water to be treated is efficiently removed by such double treatment (decomposition by addition of hydrogen peroxide and elimination by aeration). When the specific treatment water is irradiated with ultraviolet rays in the treatment tank 2, the removal efficiency is further improved.

【0025】処理槽2から排出される処理水は、溶存オ
ゾンを含まない。過酸化水素についても、添加量をオゾ
ン濃度に応じて適正に選択することにより余剰の添加を
回避できる。但し、半導体基板や液晶用ガラス基板の洗
浄処理、表面改質処理等に使用されることにより、清浄
度は若干低下している。しかし、純水製造装置で超純水
製造用の原水として使用される上水に比べると、清浄度
は格段に高い。このため、処理水を純水製造装置での超
純水製造用原水に支障なく再利用することが可能とな
り、その再利用により純水製造装置における負担が軽減
し、精製工程が簡略化される。
The treated water discharged from the treatment tank 2 does not contain dissolved ozone. As for hydrogen peroxide, excessive addition can be avoided by appropriately selecting the addition amount according to the ozone concentration. However, the cleanliness of the semiconductor substrate and the glass substrate for liquid crystal is slightly lowered by being used for cleaning treatment, surface modification treatment, and the like. However, the cleanliness is much higher than that of clean water used as raw water for ultrapure water production in pure water production equipment. Therefore, the treated water can be reused as raw water for ultrapure water production in the pure water production system without any trouble, and the reuse reduces the burden on the pure water production system and simplifies the purification process. .

【0026】これに加え、溶存オゾンの除去効率が高い
ために、過酸化水素の使用量が可及的に節減される。ま
た、活性炭による吸着処理で問題となる処理水の新たな
二次汚染や、薬剤の定期交換作業、廃棄物の発生が回避
される。
In addition to this, since the efficiency of removing dissolved ozone is high, the amount of hydrogen peroxide used is reduced as much as possible. Further, new secondary contamination of treated water, which is a problem in adsorption treatment with activated carbon, regular chemical replacement work, and generation of waste are avoided.

【0027】処理槽2から排出される排ガスはオゾンを
含むが、排オゾン分解器7を通過することにより、オゾ
ンを除去され、無害化されて大気中に放出される。
The exhaust gas discharged from the processing tank 2 contains ozone, but the ozone is removed by passing through the exhaust ozone decomposer 7, detoxified and discharged into the atmosphere.

【0028】[0028]

【実施例】溶存オゾン濃度が45ppmの排オゾン水
を、溶存オゾンに対するモル比が0.5、0.2、0.
1の過酸化水素と接触させた後、排オゾン水中の溶存オ
ゾン濃度を測定した。接触時間は0.4秒、5秒、13
秒の3種類とした。溶存オゾン濃度の測定結果を表1に
示す。
EXAMPLE Exhausted ozone water having a dissolved ozone concentration of 45 ppm was dissolved in ozone at a molar ratio of 0.5, 0.2, 0.
After contacting with 1 hydrogen peroxide, the dissolved ozone concentration in the exhaust ozone water was measured. Contact time 0.4 seconds, 5 seconds, 13
There are 3 types of seconds. Table 1 shows the measurement results of the dissolved ozone concentration.

【0029】[0029]

【表1】 [Table 1]

【0030】過酸化水素のモル比が0.5の場合、0.
4秒の接触で溶存オゾン濃度は45ppmから30pp
mに低減する。5秒の接触では7ppmに、13秒の接
触では2ppmにそれぞれ低減する。
When the molar ratio of hydrogen peroxide is 0.5,
Dissolved ozone concentration from 45ppm to 30pp in 4 seconds contact
m. The contact time for 5 seconds reduces to 7 ppm, and the contact time for 13 seconds reduces to 2 ppm.

【0031】過酸化水素のモル比が0.2の場合は、
0.4秒の接触で溶存オゾン濃度は45ppmから36
ppmに低減する。5秒の接触では15ppmに、13
秒の接触では6ppmにそれぞれ低減する。
When the molar ratio of hydrogen peroxide is 0.2,
Dissolved ozone concentration from 45 ppm to 36 after contact for 0.4 seconds
Reduce to ppm. After contacting for 5 seconds, 15ppm, 13
In the second contact, it is reduced to 6 ppm.

【0032】過酸化水素のモル比が0.1の場合は、
0.4秒の接触で溶存オゾン濃度は45ppmから42
ppmに低減する。5秒の接触では23ppmに、13
秒の接触では13ppmにそれぞれ低減する。
When the molar ratio of hydrogen peroxide is 0.1,
Dissolved ozone concentration from 45 ppm to 42 after contact for 0.4 seconds
Reduce to ppm. After contacting for 5 seconds, 23ppm, 13
With second contact, it is reduced to 13 ppm.

【0033】これから分かるように、過酸化水素のモル
比を0.5から0.2に低下させても、接触時間を5秒
から13秒に増大させれば、同等の分解効率が確保され
る。また、過酸化水素のモル比を0.2から0.1に低
下させた場合も、接触時間を5秒から13秒に増大させ
れば、同等の分解効率が確保される。接触時間にも依存
するが、過酸化水素のモル比が1未満でも溶存オゾンの
十分な分解が可能である。そして、モル比の低下は接触
時間の増大(処理槽の大型化)等で十分に補うことが可
能である。
As can be seen from the above, even if the molar ratio of hydrogen peroxide is lowered from 0.5 to 0.2, the same decomposition efficiency can be secured by increasing the contact time from 5 seconds to 13 seconds. . Even when the molar ratio of hydrogen peroxide is reduced from 0.2 to 0.1, the same decomposition efficiency can be secured by increasing the contact time from 5 seconds to 13 seconds. Although depending on the contact time, even if the molar ratio of hydrogen peroxide is less than 1, dissolved ozone can be sufficiently decomposed. The decrease in the molar ratio can be sufficiently compensated by increasing the contact time (increasing the size of the processing tank).

【0034】なお、前述した実施形態では、上流側で被
処理水(排オゾン水)中のオゾン濃度を測定し、それに
基づいて過酸化水素量を決定したが、単に過酸化水素を
余剰が生じない程度に添加するだけでもよい。また、曝
気を省略することも無論可能である。
In the above-described embodiment, the ozone concentration in the water to be treated (exhausted ozone water) was measured on the upstream side and the amount of hydrogen peroxide was determined based on the measured ozone concentration. It may be added only to the extent not present. It is also possible to omit aeration.

【0035】本発明の対象分野については、前述した半
導体分野に限らず、清浄な水が要求され、使用後の水の
汚染度合が比較的軽微である分野に適用可能である。
The target field of the present invention is not limited to the above-mentioned semiconductor field, but is applicable to fields where clean water is required and the degree of contamination of water after use is comparatively small.

【0036】[0036]

【発明の効果】以上に説明したとおり、本発明の排水処
理方法及び装置は、過酸化水素の添加により、排オゾン
水を効率的に分解処理できる上に、処理水の二次汚染か
なく、その再利用を可能にする。しかも、ランニングコ
ストが安く、定期交換や廃棄物の処理についてもこれを
必要とない。
As described above, the wastewater treatment method and apparatus of the present invention can effectively decompose the waste ozone water by the addition of hydrogen peroxide, and can prevent secondary pollution of the treated water. Enables its reuse. Moreover, the running cost is low, and it is not necessary for regular replacement and waste disposal.

【0037】また、本発明のオゾン水製造装置は、単に
オゾン水を製造するだけでなく、使用後の排オゾン水に
対して前述した高効率で経済的な排水処理装置を装備す
ることにより、環境問題の心配がなく、商品価値の非常
に高いものとなる。また、オゾン水の製造に使用される
純水又は超純水の供給源である純水製造装置における原
水として、排水処理装置から排出される処理水を使用す
ることにより、純水製造装置を簡略化でき、この点から
も経済性を高めることができる。
Further, the ozone water producing apparatus of the present invention is not limited to simply producing ozone water, but is equipped with the above-mentioned highly efficient and economical wastewater treatment apparatus for waste ozone water after use. There is no concern about environmental problems, and the product value is extremely high. Also, by using the treated water discharged from the wastewater treatment equipment as the raw water in the pure water production equipment that is the source of pure water or ultrapure water used for the production of ozone water, the pure water production equipment can be simplified. It is possible to improve the economic efficiency.

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

【図1】本発明の一実施形態を示す排水処理装置の系統
図であり、本発明の排水処理方法を実施するのに適した
装置の概略構成を示している。
FIG. 1 is a system diagram of a wastewater treatment apparatus showing an embodiment of the present invention, showing a schematic configuration of an apparatus suitable for carrying out the wastewater treatment method of the present invention.

【符号の説明】[Explanation of symbols]

1 ミキサー 2 処理槽 3 センサ 4 隔壁 5,6 フィルター 7 排オゾン分解器 1 mixer 2 processing tanks 3 sensors 4 partitions 5,6 filter 7 Waste ozone decomposer

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 4D037 AA13 AB11 BA18 BB05 BB09 CA02 CA09 4D038 AA08 AB27 BA02 BA04 BB07 BB15 4D050 AA13 AB32 BA04 BC09 BD02 BD06 4G042 CE01    ─────────────────────────────────────────────────── ─── Continued front page    F-term (reference) 4D037 AA13 AB11 BA18 BB05 BB09                       CA02 CA09                 4D038 AA08 AB27 BA02 BA04 BB07                       BB15                 4D050 AA13 AB32 BA04 BC09 BD02                       BD06                 4G042 CE01

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 オゾンガスが溶解したオゾン水を洗浄等
のウエット処理に使用した後の排オゾン水に過酸化水素
を添加して、排オゾン水中に残存する溶存オゾンを分解
することを特徴とする排水処理方法。
1. A method for decomposing dissolved ozone remaining in waste ozone water by adding hydrogen peroxide to waste ozone water after the ozone water in which ozone gas is dissolved is used for wet treatment such as cleaning. Wastewater treatment method.
【請求項2】 過酸化水素の添加量が、溶存オゾンに対
するモル比で1/30以上、1以下である請求項1に記
載の排水処理方法。
2. The wastewater treatment method according to claim 1, wherein the amount of hydrogen peroxide added is 1/30 or more and 1 or less in terms of molar ratio to dissolved ozone.
【請求項3】 過酸化水素の添加に加え、曝気を行うこ
とにより溶存オゾンの排出を促進する請求項1又は2に
記載の排水処理方法。
3. The wastewater treatment method according to claim 1, wherein the discharge of dissolved ozone is promoted by performing aeration in addition to the addition of hydrogen peroxide.
【請求項4】 過酸化水素の添加に加え、紫外線を照射
することにより溶存オゾンの分解を促進する請求項1、
2又は3に記載の排水処理方法。
4. The decomposition of dissolved ozone is promoted by irradiation with ultraviolet rays in addition to the addition of hydrogen peroxide.
The wastewater treatment method according to 2 or 3.
【請求項5】 オゾンガスが溶解したオゾン水を洗浄等
のウエット処理に使用した後の排オゾン水に過酸化水素
を添加する添加手段と、添加された過酸化水素を排オゾ
ン水と接触させる接触手段とを具備することを特徴とす
る排水処理装置。
5. Addition means for adding hydrogen peroxide to waste ozone water after using ozone water in which ozone gas is dissolved for wet treatment such as cleaning, and contact for contacting the added hydrogen peroxide with waste ozone water. A wastewater treatment device comprising:
【請求項6】 純水製造装置より供給される純水又は超
純水を用いてオゾン水を製造するオゾン水製造装置であ
って、請求項5に記載の排水処理装置と組み合わされて
おり、当該オゾン水製造装置で製造されたオゾン水を使
用した後の排オゾン水が前記排水処理装置に被処理水と
して導入され、前記排水処理装置から排出される処理水
が前記純水製造装置に原水として導入されることを特徴
とするオゾン水製造装置。
6. An ozone water production apparatus for producing ozone water using pure water or ultrapure water supplied from the pure water production apparatus, which is combined with the wastewater treatment apparatus according to claim 5. The waste ozone water after using the ozone water produced by the ozone water producing apparatus is introduced into the wastewater treatment apparatus as water to be treated, and the treated water discharged from the wastewater treatment apparatus is raw water to the pure water producing apparatus. The ozone water production device is characterized by being introduced as.
JP2001343466A 2001-11-08 2001-11-08 Wastewater treatment method Pending JP2003145169A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001343466A JP2003145169A (en) 2001-11-08 2001-11-08 Wastewater treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001343466A JP2003145169A (en) 2001-11-08 2001-11-08 Wastewater treatment method

Publications (1)

Publication Number Publication Date
JP2003145169A true JP2003145169A (en) 2003-05-20

Family

ID=19157149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001343466A Pending JP2003145169A (en) 2001-11-08 2001-11-08 Wastewater treatment method

Country Status (1)

Country Link
JP (1) JP2003145169A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009160508A (en) * 2007-12-28 2009-07-23 Eiji Matsumura Ozone water forming apparatus, ozone water forming method, ozone water, ozone aqueous solution, and ozone water or ozone aqueous solution

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009160508A (en) * 2007-12-28 2009-07-23 Eiji Matsumura Ozone water forming apparatus, ozone water forming method, ozone water, ozone aqueous solution, and ozone water or ozone aqueous solution

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